ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20020301002 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 250 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-59-1(210) for constructing the Planing, Resurfacing, Clearing and Traffic Stripe on I-59 from Boligee to north of the S.R.#14 Interchange. Length 10.020 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 7,238,990.67 100.0000% 2 01018 APAC-ALABAMA, INC. $ 8,085,877.89 111.6990% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020301002 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201C000 LUMP| 480000.00000 480000.00| 372500.00000 372500.00| Clearing | | | 0020 206D001 3588.000 LF | 1.50000 5382.00| 1.61000 5776.68| Removing Guardrail | | | 0030 210D021 17999.000 CUYD| 11.95000 215088.05| 8.56000 154071.44| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 305B060 552.000 TON | 26.00000 14352.00| 31.88000 17597.76| Crushed Aggregate, Section 825, Crusher | | | Run Stone 1" Down, | | | 0050 405A000 32946.000 GAL | 1.25000 41182.50| 1.16000 38217.36| Tack Coat | | | 0060 408A051 30098.000 SQYD| 0.90000 27088.20| 2.09000 62904.82| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0070 408A052 152709.000 SQYD| 0.80000 122167.20| 1.17000 178669.53| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 408A053 145891.000 SQYD| 1.38000 201329.58| 1.55000 226131.05| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0090 410C000 1.000 EACH| 12000.00000 12000.00| 25855.00000 25855.00| Contractor Retained Profilograph | | | 0100 410H000 1.000 EACH| 110000.00000 110000.00| 12928.00000 12928.00| Material Remixing Device | | | 0110 420A011 12172.000 TON | 57.40000 698672.80| 63.06000 767566.32| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0120 423A002 11637.000 TON | 47.10000 548102.70| 54.13000 629910.81| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0130 423A003 19992.000 TON | 47.93000 958216.56| 53.67000 1072970.64| Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0140 423B000 24072.000 TON | 44.60000 1073611.20| 50.36000 1212265.92| Stone Matrix Asphalt Binder Layer, 1 | | | 1/2" Maximum Aggregate Size | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020301002 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 424A283 450.000 TON | 62.00000 27900.00| 74.73000 33628.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0160 424A286 450.000 TON | 41.00000 18450.00| 54.63000 24583.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0170 424A289 450.000 TON | 41.00000 18450.00| 54.63000 24583.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0180 424A360 6658.000 TON | 39.56000 263390.48| 41.08000 273510.64| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424A361 345.000 TON | 41.00000 14145.00| 86.79000 29942.55| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424A363 450.000 TON | 62.00000 27900.00| 74.79000 33655.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424A366 450.000 TON | 41.00000 18450.00| 54.63000 24583.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B293 745.000 TON | 41.00000 30545.00| 68.96000 51375.20| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424B585 450.000 TON | 62.00000 27900.00| 72.97000 32836.50| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424B589 450.000 TON | 41.00000 18450.00| 52.81000 23764.50| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020301002 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0250 424B592 450.000 TON | 41.00000 18450.00| 72.97000 32836.50| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL E | | | 0260 424B656 450.000 TON | 62.00000 27900.00| 73.51000 33079.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 428C000 199015.000 LF | 0.18000 35822.70| 0.12000 23881.80| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0280 600A000 LUMP| 535000.00000 535000.00| 1056785.00000 1056785.00| Mobilization | | | 0290 629A034 285.000 LF | 175.00000 49875.00| 69.55000 19821.75| Concrete Median Or Safety Barrier, Type | | | 4A | | | 0300 630A000 2775.000 LF | 18.00000 49950.00| 15.09000 41874.75| Steel Beam Guardrail, Class A, Type 1 | | | 0310 630C001 12.000 EACH| 600.00000 7200.00| 642.00000 7704.00| Guardrail End Anchor, Type 8 | | | 0320 630C003 7.000 EACH| 1150.00000 8050.00| 1123.50000 7864.50| Guardrail End Anchor, Type 13 | | | 0330 630C056 4.000 EACH| 850.00000 3400.00| 540.35000 2161.40| Guardrail End Anchor, Type 2B (Retrofit | | | 0340 630C070 35.000 EACH| 1450.00000 50750.00| 1123.50000 39322.50| Guardrail End Anchor, Type 10 Series | | | 0350 650A000 365.000 CUYD| 14.00000 5110.00| 21.40000 7811.00| Topsoil | | | 0360 652A056 222.000 ACRE| 450.00000 99900.00| 481.50000 106893.00| Seeding (Mix 2E) | | | 0370 652B053 222.000 ACRE| 500.00000 111000.00| 535.00000 118770.00| Temporary Seeding (Mix 2AT) | | | 0380 652D054 222.000 ACRE| 300.00000 66600.00| 321.00000 71262.00| Seeding In Stubble (Mix 2A) | | | 0390 654A001 1961.000 SQYD| 3.50000 6863.50| 3.75000 7353.75| Solid Sodding (Bermuda) | | | 0400 656A000 444.000 ACRE| 450.00000 199800.00| 481.50000 213786.00| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020301002 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0410 659A010 5000.000 SQYD| 2.75000 13750.00| 2.95000 14750.00| Erosion Control Netting, Class A (Jute | | | Netting) | | | 0420 665F000 500.000 EACH| 5.00000 2500.00| 10.99000 5495.00| Hay Bales | | | 0430 665I000 2235.000 TON | 46.00000 102810.00| 42.80000 95658.00| Temporary Riprap, Class 2 | | | 0440 665J000 51169.000 LF | 4.00000 204676.00| 5.07000 259426.83| Silt Fence, Type A | | | 0450 665K000 6480.000 CUYD| 9.00000 58320.00| 8.56000 55468.80| Drainage Sump Excavation | | | 0460 680A000 LUMP| 110000.00000 110000.00| 26750.00000 26750.00| Engineering Controls | | | 0470 701C000 62.000 MILE| 320.00000 19840.00| 342.40000 21228.80| Broken Temporary Traffic Stripe | | | 0480 701C001 127.000 MILE| 340.00000 43180.00| 363.80000 46202.60| Solid Temporary Traffic Stripe | | | 0490 701G125 1097.000 LF | 3.22000 3532.34| 3.45000 3784.65| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0500 701G133 1097.000 LF | 3.33000 3653.01| 3.56000 3905.32| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0510 702A040 21.000 MILE| 1950.00000 40950.00| 2086.50000 43816.50| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0520 702A041 23.000 MILE| 4800.00000 110400.00| 4601.00000 105823.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0530 702A043 23.000 MILE| 4800.00000 110400.00| 4601.00000 105823.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0540 702B011 6964.000 LF | 1.70000 11838.80| 1.82000 12674.48| Dotted Profiled Traffic Stripe (6" Wide | | | 0550 703A002 3361.000 SQFT| 1.80000 6049.80| 1.93000 6486.73| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020301002 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0560 703D001 320.000 SQFT| 1.00000 320.00| 1.07000 342.40| Temporary Traffic Control Markings | | | 0570 705A030 499.000 EACH| 5.25000 2619.75| 5.62000 2804.38| Pavement Markers, Class A-H, Type 2-C | | | 0580 705A031 1679.000 EACH| 5.00000 8395.00| 5.35000 8982.65| Pavement Markers, Class A-H, Type 1-A | | | 0590 705A032 224.000 EACH| 5.00000 1120.00| 5.35000 1198.40| Pavement Markers, Class A-H, Type 1-B | | | 0600 705A037 62.000 EACH| 5.25000 325.50| 5.62000 348.44| Pavement Markers, Class A-H, Type 2-D | | | 0610 731A010 1.000 EACH| 9500.00000 9500.00| 10165.00000 10165.00| Traffic Counting Units, Type K | | | 0620 740B000 2784.000 SQFT| 14.00000 38976.00| 10.12000 28174.08| Construction Signs | | | 0630 740C000 85.000 SQFT| 14.00000 1190.00| 12.92000 1098.20| Special Construction Signs | | | 0640 740D000 500.000 EACH| 30.00000 15000.00| 78.19000 39095.00| Channelizing Drums | | | 0650 740E000 500.000 EACH| 0.50000 250.00| 12.92000 6460.00| Cones (36 Inches High) | | | 0660 740I005 4.000 EACH| 250.00000 1000.00| 672.24000 2688.96| Warning Lights, Type B (Detachable Head | | | 0670 740M001 500.000 EACH| 0.50000 250.00| 8.38000 4190.00| Ballast For Cone | | | 0680 741C010 1.000 EACH| 12500.00000 12500.00| 5900.00000 5900.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0690 742A001 2.000 EACH| 28000.00000 56000.00| 22450.00000 44900.00| Portable Changeable Message Signs, Type | | | 2 | | | 0700 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,238,990.67| $ 8,085,877.89| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 7,238,990.67| $ 8,085,877.89| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20020301003 COUNTIES : TUSCALOOSA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 07/01/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : NHF-I059(307) for constructing the Additional Lanes Including Bridge Widening and Raising and Vehicular Counting Detectors on I-59 from MP 91.76 east of Vance to MP 97.09 near Rickey. Length - 5.330 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 18,115,535.06 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 20,543,000.00 113.3999% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020301003 COUNTIES : TUSCALOOSA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 02033 |( ) |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 910A000 LUMP|18115535.06000 18115535.06|20543000.00000 20543000.00| Lump Sum Project | | | SECTION TOTALS | $ 18,115,535.06| $ 20,543,000.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 18,115,535.06| $ 20,543,000.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 06/01/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : NHF-IM-I065(308) for constructing the Additional Lanes and Bridge Widening on I-65 from MP 272.549 at Mt. Olive Rd. to MP 280.224 in Warrior. Length - 9.112 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 18,933,219.31 100.0000% 2 01018 APAC-ALABAMA, INC. $ 19,531,334.70 103.1591% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 19,609,884.62 103.5740% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 206A050 LUMP| 31800.00000 31800.00| 31500.00000 31500.00| 32750.45000 32750.45 Removal Of Old Bridge, Station 584+78. | | | 83 (SBL) (Partial) | | | 0020 206A051 LUMP| 31800.00000 31800.00| 31500.00000 31500.00| 32750.45000 32750.45 Removal Of Old Bridge, Station 584+78. | | | 83 (NBL) (Partial) | | | 0030 206A052 LUMP| 21200.00000 21200.00| 21000.00000 21000.00| 32750.45000 32750.45 Removal Of Old Bridge, Station 737+51. | | | 07 (SBL) (Partial) | | | 0040 206A053 LUMP| 21200.00000 21200.00| 21000.00000 21000.00| 32750.45000 32750.45 Removal Of Old Bridge, Station 737+51. | | | 07 (NBL) (Partial) | | | 0050 206A054 LUMP| 106000.00000 106000.00| 105000.00000 105000.00| 54584.08000 54584.08 Removal Of Old Bridge, Station 774+45. | | | 71 (SBL) (Partial) | | | 0060 206A055 LUMP| 106000.00000 106000.00| 105000.00000 105000.00| 54584.08000 54584.08 Removal Of Old Bridge, Station 774+45. | | | 71 (NBL) (Partial) | | | 0070 206A056 LUMP| 29150.00000 29150.00| 28875.00000 28875.00| 32750.45000 32750.45 Removal Of Old Bridge, Station 834+92. | | | 17 (SBL)(Partial) | | | 0080 206A057 LUMP| 29150.00000 29150.00| 28875.00000 28875.00| 32750.45000 32750.45 Removal Of Old Bridge, Station 834+92. | | | 17 (NBL)(Partial) | | | 0090 206D001 1875.000 LF | 1.10000 2062.50| 1.16000 2175.00| 1.09000 2043.75 Removing Guardrail | | | 0100 206D007 806.000 LF | 3.00000 2418.00| 2.10000 1692.60| 2.06000 1660.36 Removing Concrete Flume | | | 0110 206D010 1000.000 LF | 15.00000 15000.00| 7.68000 7680.00| 21.83000 21830.00 Removing Safety Barrier | | | 0120 206E001 28.000 EACH| 150.00000 4200.00| 262.50000 7350.00| 257.91000 7221.48 Removing Inlets | | | 0130 206E008 25.000 EACH| 95.00000 2375.00| 99.75000 2493.75| 109.17000 2729.25 Removing Guardrail End Anchor (All Type | | | 0140 206E041 1.000 EACH| 1500.00000 1500.00| 105.00000 105.00| 109.17000 109.17 Removing Impact Attenuators | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 206E042 57.000 EACH| 150.00000 8550.00| 210.00000 11970.00| 206.33000 11760.81 Removing Inlets (Partial) | | | 0160 210A000 83620.000 CUYD| 4.25000 355385.00| 4.13000 345350.60| 3.61000 301868.20 Unclassified Excavation | | | 0170 210D011 86168.000 CUYD| 1.00000 86168.00| 4.20000 361905.60| 5.16000 444626.88 Borrow Excavation (A-4 or Better) | | | 0180 214A000 1812.000 CUYD| 8.00000 14496.00| 4.20000 7610.40| 4.13000 7483.56 Structure Excavation | | | 0190 214B001 879.000 CUYD| 15.00000 13185.00| 18.90000 16613.10| 18.57000 16323.03 Foundation Backfill, Commercial | | | 0200 215A000 994.000 CUYD| 63.60000 63218.40| 63.00000 62622.00| 16.38000 16281.72 Unclassified Bridge Excavation | | | 0210 215B000 LUMP| 10600.00000 10600.00| 10500.00000 10500.00| 16375.22000 16375.22 Cofferdams Or Sheeting And Shoring, Sta | | | 584+78.83, SBL | | | 0220 215B001 LUMP| 10600.00000 10600.00| 10500.00000 10500.00| 16375.22000 16375.22 Cofferdams Or Sheeting And Shoring, Sta | | | 584+78.83, NBL | | | 0230 215B002 LUMP| 10600.00000 10600.00| 10500.00000 10500.00| 16375.22000 16375.22 Cofferdams Or Sheeting And Shoring, Sta | | | 737+51.07, SBL | | | 0240 215B003 LUMP| 10600.00000 10600.00| 10500.00000 10500.00| 16375.22000 16375.22 Cofferdams Or Sheeting And Shoring, Sta | | | 737+51.07, NBL | | | 0250 215B004 LUMP| 74200.00000 74200.00| 73500.00000 73500.00| 32750.45000 32750.45 Cofferdams Or Sheeting And Shoring, Sta | | | 774+45.71, SBL | | | 0260 215B005 LUMP| 74200.00000 74200.00| 73500.00000 73500.00| 32750.45000 32750.45 Cofferdams Or Sheeting And Shoring, Sta | | | 774+45.71, NBL | | | 0270 215B006 LUMP| 10600.00000 10600.00| 10500.00000 10500.00| 16375.22000 16375.22 Cofferdams Or Sheeting And Shoring, Sta | | | 834+92.17, SBL | | | 0280 215B007 LUMP| 10600.00000 10600.00| 10500.00000 10500.00| 16375.22000 16375.22 Cofferdams Or Sheeting And Shoring, Sta | | | 834+92.17, NBL | | | 0290 230A000 904.000 RBST| 300.00000 271200.00| 162.79000 147162.16| 171.38000 154927.52 Roadbed Processing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0300 301A012 132675.000 SQYD| 4.61000 611631.75| 5.39000 715118.25| 4.52000 599691.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0310 306E000 1.000 EACH| 8000.00000 8000.00| 7396.87000 7396.87| 6667.36000 6667.36 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0320 327E000 29755.000 TON | 23.00000 684365.00| 28.13000 837008.15| 27.25000 810823.75 Permeable Asphalt Treated Base | | | 0330 401A043 131766.000 SQYD| 0.85000 112001.10| 0.49000 64565.34| 1.02000 134401.32 Bituminous Treatment AE | | | 0340 405A000 56761.000 GAL | 0.70000 39732.70| 1.14000 64707.54| 0.91000 51652.51 Tack Coat | | | 0350 408A052 60339.000 SQYD| 1.11000 66976.29| 2.50000 150847.50| 1.77000 106800.03 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0360 410C000 1.000 EACH| 10000.00000 10000.00| 500.00000 500.00| 8796.42000 8796.42 Contractor Retained Profilograph | | | 0370 410H000 1.000 EACH| 125000.00000 125000.00| 139304.29000 139304.29| 68341.48000 68341.48 Material Remixing Device | | | 0380 420A011 15036.000 TON | 47.00000 706692.00| 52.94000 796005.84| 49.04000 737365.44 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0390 423A002 34148.000 TON | 39.08000 1334503.84| 42.77000 1460509.96| 40.02000 1366602.96 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0400 423B001 37757.000 TON | 36.25000 1368691.25| 42.38000 1600141.66| 39.34000 1485360.38 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0410 424A286 6688.000 TON | 31.50000 210672.00| 32.66000 218430.08| 31.86000 213079.68 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0420 424A361 15735.000 TON | 29.77000 468430.95| 30.95000 486998.25| 30.29000 476613.15 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0430 424A366 109.000 TON | 38.00000 4142.00| 33.37000 3637.33| 37.70000 4109.30 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0440 424B582 18459.000 TON | 25.68000 474027.12| 29.33000 541402.47| 27.53000 508176.27 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0450 424B586 200.000 TON | 65.00000 13000.00| 54.20000 10840.00| 45.82000 9164.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0460 424B651 20876.000 TON | 26.50000 553214.00| 29.18000 609161.68| 28.49000 594757.24 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0470 424B682 15504.000 TON | 26.50000 410856.00| 29.52000 457678.08| 27.64000 428530.56 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0480 424C281 58128.000 TON | 26.50000 1540392.00| 29.17000 1695593.76| 27.11000 1575850.08 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0490 428C000 189454.000 LF | 0.11000 20839.94| 0.19000 35996.26| 0.13000 24629.02 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0500 450B000 651.000 SQYD| 68.90000 44853.90| 68.25000 44430.75| 120.09000 78178.59 Reinforced Cement Concrete Bridge End | | | Slab | | | 0510 502A000 416100.000 LB | 0.47700 198479.70| 0.47000 195567.00| 0.58000 241338.00 Steel Reinforcement | | | 0520 502B000 LUMP| 21200.00000 21200.00| 21000.00000 21000.00| 21833.63000 21833.63 Steel Reinforcement For Bridge | | | Superstructure, Sta. 584+78.83,SBL, | | | Approx. 39,680 Lbs | | | 0530 502B001 LUMP| 21200.00000 21200.00| 21000.00000 21000.00| 21833.63000 21833.63 Steel Reinforcement For Bridge | | | Superstructure Sta. 584+78.83,NBL, | | | Approx. 39,725 Lbs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0540 502B002 LUMP| 15900.00000 15900.00| 15750.00000 15750.00| 16375.22000 16375.22 Steel Reinforcement For Bridge | | | Superstructure Sta. 737+51.07, SBL, | | | Approx. 27,100 Lbs | | | 0550 502B003 LUMP| 15900.00000 15900.00| 15750.00000 15750.00| 16375.22000 16375.22 Steel Reinforcement For Bridge | | | Superstructure Sta, 737+51.07, NBL, | | | Approx. 27,100 Lbs | | | 0560 502B004 LUMP| 61480.00000 61480.00| 60900.00000 60900.00| 70959.31000 70959.31 Steel Reinforcement For Bridge | | | Superstructure Sta. 774+45.71, SBL, | | | Approx. 125,500 Lbs | | | 0570 502B005 LUMP| 61480.00000 61480.00| 60900.00000 60900.00| 70959.31000 70959.31 Steel Reinforcement For Bridge | | | Superstructure Sta. 774+45.71, NBL, | | | Approx. 125,500 Lbs | | | 0580 502B006 LUMP| 18550.00000 18550.00| 18375.00000 18375.00| 16375.22000 16375.22 Steel Reinforcement For Bridge | | | Superstructure Sta. 834+92.17, SBL, | | | Approx. 32,600 Lbs | | | 0590 502B007 LUMP| 18550.00000 18550.00| 18375.00000 18375.00| 16375.22000 16375.22 Steel Reinforcement For Bridge | | | Superstructure Sta. 834+92.17, NBL, | | | Approx. 32,600 Lbs | | | 0600 505G002 70.000 EACH| 95.40000 6678.00| 94.50000 6615.00| 109.17000 7641.90 Pile Points (Type A, 10") | | | 0610 505G003 62.000 EACH| 106.00000 6572.00| 105.00000 6510.00| 109.17000 6768.54 Pile Points (Type A, 12") | | | 0620 505M000 2338.000 LF | 26.50000 61957.00| 26.25000 61372.50| 26.20000 61255.60 Steel Piling Furnished And Driven(HP | | | 10x42) | | | 0630 505M002 776.000 LF | 31.80000 24676.80| 31.50000 24444.00| 30.57000 23722.32 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0640 506A020 56.000 LF | 63.60000 3561.60| 63.00000 3528.00| 218.34000 12227.04 Drilled Shaft Excavation, 10'-0" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0650 506B020 60.000 LF | 4240.00000 254400.00| 4200.00000 252000.00| 2183.36000 131001.60 Special Drilled Shaft Excavation, | | | 10'-0" Diameter | | | 0660 506C055 116.000 LF | 742.00000 86072.00| 735.00000 85260.00| 212.88000 24694.08 Drilled Shaft Construction, 10'-0" | | | Diameter, Class DS1 Concrete | | | 0670 506F020 56.000 LF | 848.00000 47488.00| 840.00000 47040.00| 457.41000 25614.96 Permanent Drilled Shaft Casing, 10'-0" | | | Diameter | | | 0680 506G021 4.000 EACH| 3180.00000 12720.00| 3150.00000 12600.00| 2729.20000 10916.80 Crosshole Sonic Logging, 10'-0" Diamete | | | 0690 508A000 17620.000 LB | 2.65000 46693.00| 2.63000 46340.60| 3.82000 67308.40 Structural Steel | | | 0700 508B000 1.000 EACH| 116600.00000 116600.00| 115500.00000 115500.00| 307854.23000 307854.23 Structural Steel Superstructure, | | | 70'~114'~70' Continuous Span,SBL,Sta. | | | (Specialty Item) | | | 0710 508B001 1.000 EACH| 116600.00000 116600.00| 115500.00000 115500.00| 307854.22000 307854.22 Structural Steel Superstructure, | | | 70'~114'~70' Continuous Span,NBL,Sta. | | | (Specialty Item) | | | 0720 508B002 1.000 EACH| 424000.00000 424000.00| 420000.00000 420000.00| 463964.70000 463964.70 Structural Steel Superstructure, | | | 120'~150'~120' Continuous Interior Span,| | | (Specialty Item) | | | 0730 508B003 1.000 EACH| 424000.00000 424000.00| 420000.00000 420000.00| 463964.70000 463964.70 Structural Steel Superstructure, | | | 120'~150'~120'Continuous Interior Span, | | | (Specialty Item) | | | 0740 510A000 1385.000 CUYD| 424.00000 587240.00| 420.00000 581700.00| 513.09000 710629.65 Bridge Substructure Concrete, Class A | | | 0750 510C051 LUMP| 95400.00000 95400.00| 94500.00000 94500.00| 76417.72000 76417.72 Bridge Concrete Superstructure, Sta. | | | 584+78.83,SBL,Approx. 143 Cu. Yds. | | | 0760 510C052 LUMP| 95400.00000 95400.00| 94500.00000 94500.00| 76417.72000 76417.72 Bridge Concrete Superstructure, Sta. | | | 584+78.83,NBL, Approx. 144 Cu.Yds. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0770 510C053 LUMP| 74200.00000 74200.00| 73500.00000 73500.00| 60042.49000 60042.49 Bridge Concrete Superstructure, Sta. | | | 737+51.07,SBL, Approx. 101 Cu.Yds. | | | 0780 510C054 LUMP| 74200.00000 74200.00| 73500.00000 73500.00| 60042.49000 60042.49 Bridge Concrete Superstructure, Sta. | | | 737+51.07,NBL,Approx. 101 Cu.Yds. | | | 0790 510C055 LUMP| 182320.00000 182320.00| 180600.00000 180600.00| 218336.33000 218336.33 Bridge Concrete Superstructure, Sta. | | | 774+45.71,SBL, Approx. 431 Cu.Yds. | | | 0800 510C056 LUMP| 182320.00000 182320.00| 180600.00000 180600.00| 218336.33000 218336.33 Bridge Concrete Superstructure, Sta. | | | 774+45.71,NBL, Approx. 431 Cu.Yds. | | | 0810 510C057 LUMP| 74200.00000 74200.00| 73500.00000 73500.00| 70959.31000 70959.31 Bridge Concrete Superstructure, Sta. | | | 834+92.17,SBL,Approx. 126 Cu.Yds. | | | 0820 510C058 LUMP| 74200.00000 74200.00| 73500.00000 73500.00| 70959.31000 70959.31 Bridge Concrete Superstructure, Sta. | | | 834+92.17,NBL,Approx. 126 Cu.Yds. | | | 0830 510E000 5188.000 SQYD| 2.65000 13748.20| 2.63000 13644.44| 1.91000 9909.08 Grooving Concrete Bridge Decks | | | 0840 511A001 80.000 EACH| 212.00000 16960.00| 210.00000 16800.00| 109.17000 8733.60 Elastomeric Bearings, Type 2 | | | 0850 511A004 32.000 EACH| 636.00000 20352.00| 630.00000 20160.00| 436.67000 13973.44 Elastomeric Bearings, Type 4 | | | 0860 513B004 404.000 LF | 84.80000 34259.20| 84.00000 33936.00| 120.09000 48516.36 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0870 513B005 1126.000 LF | 100.70000 113388.20| 99.75000 112318.50| 120.08000 135210.08 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0880 513B006 1444.000 LF | 127.20000 183676.80| 126.00000 181944.00| 141.92000 204932.48 Pretensioned-Prestressed Concrete | | | Girders, Type IV (Specialty Item) | | | 0890 521B000 LUMP| 132500.00000 132500.00| 131250.00000 131250.00| 76417.72000 76417.72 Coating Existing Bridge At Sta. 584+78. | | | 83,SBL | | | 0900 521B001 LUMP| 132500.00000 132500.00| 131250.00000 131250.00| 76417.72000 76417.72 Coating Existing Bridge At Sta. 584+78. | | | 83,NBL | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0910 521B002 LUMP| 132500.00000 132500.00| 131250.00000 131250.00| 229253.15000 229253.15 Coating Existing Bridge At Sta. 774+45. | | | 71,SBL | | | 0920 521B003 LUMP| 132500.00000 132500.00| 131250.00000 131250.00| 229253.15000 229253.15 Coating Existing Bridge At Sta. 774+45. | | | 71,NBL | | | 0930 522G000 258.000 LF | 106.00000 27348.00| 105.00000 27090.00| 109.17000 28165.86 Bridge Joint Seal | | | 0940 533A098 3035.000 LF | 20.57000 62429.95| 54.79000 166287.65| 24.76000 75146.60 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0950 600A000 LUMP| 1379627.87000 1379627.87| 530000.00000 530000.00| 857428.50000 857428.50 Mobilization | | | 0960 603A002 1.000 EACH| 10000.00000 10000.00| 23115.23000 23115.23| 23638.80000 23638.80 Furnishing Type 3 Field Office | | | 0970 605A002 90680.000 LF | 3.41000 309218.80| 3.58000 324634.40| 2.72000 246649.60 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0980 605B000 40.000 EACH| 205.00000 8200.00| 215.25000 8610.00| 237.28000 9491.20 Special Underdrain Outlet, Type A | | | 0990 605B001 182.000 EACH| 205.00000 37310.00| 215.25000 39175.50| 237.28000 43184.96 Special Underdrain Outlet, Type B | | | 1020 614A000 120.000 CUYD| 240.00000 28800.00| 236.25000 28350.00| 232.12000 27854.40 Slope Paving | | | 1030 614A001 268.000 CUYD| 318.00000 85224.00| 315.00000 84420.00| 327.50000 87770.00 Slope Paving (Under Bridges) | | | 1040 621C020 94.000 EACH| 1200.00000 112800.00| 1396.50000 131271.00| 1372.08000 128975.52 Inlets, Type Y | | | 1050 621C069 4.000 EACH| 2500.00000 10000.00| 3675.00000 14700.00| 3610.74000 14442.96 Inlets, Type E3 | | | 1060 621C070 6.000 EACH| 4000.00000 24000.00| 5250.00000 31500.00| 5158.20000 30949.20 Inlets, Type E4 | | | 1070 621D019 105.000 EACH| 250.00000 26250.00| 237.30000 24916.50| 233.15000 24480.75 Inlet Units, Type Y | | | 1080 621D046 4.000 EACH| 250.00000 1000.00| 540.75000 2163.00| 531.30000 2125.20 Inlet Units, Type E3 | | | 1090 621D047 6.000 EACH| 300.00000 1800.00| 866.25000 5197.50| 851.11000 5106.66 Inlet Units, Type E4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1100 621D055 57.000 EACH| 300.00000 17100.00| 189.00000 10773.00| 185.70000 10584.90 Inlet Units, Type Y (Modified) | | | 1110 629A057 670.000 LF | 48.76000 32669.20| 55.65000 37285.50| 54.68000 36635.60 Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 1120 629A058 1450.000 LF | 58.30000 84535.00| 69.30000 100485.00| 68.09000 98730.50 Concrete Median Or Safety Barrier, Type | | | GS-54(SE) | | | 1130 630A000 652.000 LF | 12.10000 7889.20| 9.98000 6506.96| 10.37000 6761.24 Steel Beam Guardrail, Class A, Type 1 | | | 1140 630A009 44251.000 LF | 18.62000 823953.62| 17.17000 759789.67| 18.01000 796960.51 Steel Beam Guardrail, Class A, Type 1 | | | (Double-Faced Median Barrier) | | | 1150 630C001 7.000 EACH| 600.00000 4200.00| 630.00000 4410.00| 491.26000 3438.82 Guardrail End Anchor, Type 8 | | | 1160 630C003 16.000 EACH| 1050.00000 16800.00| 1102.50000 17640.00| 1146.27000 18340.32 Guardrail End Anchor, Type 13 | | | 1170 630C050 7.000 EACH| 1250.00000 8750.00| 1312.50000 9187.50| 1364.60000 9552.20 Guardrail End Anchor, Type 20 Series | | | 1180 650A000 14303.000 CUYD| 6.00000 85818.00| 4.73000 67653.19| 4.64000 66365.92 Topsoil | | | 1190 652A050 32.000 ACRE| 446.25000 14280.00| 473.25000 15144.00| 618.98000 19807.36 Seeding (Mix 1A) | | | 1200 652A053 3.000 ACRE| 446.25000 1338.75| 473.25000 1419.75| 618.98000 1856.94 Seeding (Mix 1E) | | | 1210 652B050 32.000 ACRE| 367.50000 11760.00| 389.74000 12471.68| 515.82000 16506.24 Temporary Seeding (Mix 1AT) | | | 1220 652C000 67.000 ACRE| 52.50000 3517.50| 55.68000 3730.56| 46.40000 3108.80 Mowing | | | 1230 652D050 32.000 ACRE| 577.50000 18480.00| 612.44000 19598.08| 567.40000 18156.80 Seeding In Stubble (Mix 1A) | | | 1240 654A000 1389.000 SQYD| 3.75000 5208.75| 3.98000 5528.22| 4.13000 5736.57 Solid Sodding | | | 1250 656A000 64.000 ACRE| 420.00000 26880.00| 445.41000 28506.24| 412.66000 26410.24 Mulching, Class A, Type 1 | | | 1260 656A001 3.000 ACRE| 630.00000 1890.00| 668.12000 2004.36| 515.82000 1547.46 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -11 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1270 658A001 1.000 ACRE| 1050.00000 1050.00| 1113.53000 1113.53| 1289.55000 1289.55 Hydro-Seeding & Mulching (Mix 1E) | | | 1280 659A000 1000.000 SQYD| 2.00000 2000.00| 2.12000 2120.00| 2.06000 2060.00 Erosion Control Netting, Class A | | | 1290 665F000 2044.000 EACH| 4.00000 8176.00| 7.35000 15023.40| 7.23000 14778.12 Hay Bales | | | 1300 665I000 40.000 TON | 25.00000 1000.00| 31.50000 1260.00| 30.95000 1238.00 Temporary Riprap, Class 2 | | | 1310 665J000 4508.000 LF | 3.00000 13524.00| 3.15000 14200.20| 3.10000 13974.80 Silt Fence, Type A | | | 1320 665L000 500.000 LF | 21.20000 10600.00| 18.92000 9460.00| 21.83000 10915.00 Floating Basin Boom | | | 1330 666A001 32.000 ACRE| 10.50000 336.00| 11.14000 356.48| 30.95000 990.40 Pest Control Treatment | | | 1340 680A000 LUMP| 50000.00000 50000.00| 142275.00000 142275.00| 109168.17000 109168.17 Engineering Controls | | | 1350 701C000 56.000 MILE| 300.00000 16800.00| 315.00000 17640.00| 309.49000 17331.44 Broken Temporary Traffic Stripe | | | 1360 701C001 72.000 MILE| 320.00000 23040.00| 336.00000 24192.00| 330.12000 23768.64 Solid Temporary Traffic Stripe | | | 1370 701D007 19.000 MILE| 1200.00000 22800.00| 1260.00000 23940.00| 1237.97000 23521.43 Solid Traffic Stripe Removed (Paint) | | | 1380 701D015 2.000 MILE| 1100.00000 2200.00| 1155.00000 2310.00| 1134.80000 2269.60 Broken Traffic Stripe Removed (Plastic) | | | 1390 701E003 5600.000 LF | 1.50000 8400.00| 1.10000 6160.00| 1.09000 6104.00 Solid Temporary Traffic Stripe (Tape) | | | 1400 701E013 2800.000 LF | 0.96000 2688.00| 1.01000 2828.00| 0.99000 2772.00 Broken Temporary Traffic Stripe (Tape) | | | 1410 701G121 6646.000 LF | 0.95000 6313.70| 1.00000 6646.00| 0.98000 6513.08 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1420 701G125 3323.000 LF | 2.91000 9669.93| 3.06000 10168.38| 3.00000 9969.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1430 701G133 3323.000 LF | 3.02000 10035.46| 3.17000 10533.91| 3.12000 10367.76 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -12 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1440 701H002 5600.000 LF | 0.15000 840.00| 0.16000 896.00| 0.15000 840.00 Solid Traffic Stripe Removed (Tape) | | | 1450 701H007 2800.000 LF | 0.18000 504.00| 0.19000 532.00| 0.19000 532.00 Broken Traffic Stripe Removed (Tape) | | | 1460 702A040 38.000 MILE| 1925.00000 73150.00| 2021.25000 76807.50| 1986.04000 75469.52 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1470 702A041 20.000 MILE| 4300.00000 86000.00| 4515.00000 90300.00| 4436.05000 88721.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1480 702A043 20.000 MILE| 4300.00000 86000.00| 4515.00000 90300.00| 4436.05000 88721.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1490 702B011 2568.000 LF | 1.75000 4494.00| 1.84000 4725.12| 1.81000 4648.08 Dotted Profiled Traffic Stripe (6" Wide | | | 1500 703A002 9338.000 SQFT| 1.70000 15874.60| 1.79000 16715.02| 1.76000 16434.88 Traffic Control Markings, Class 2, Type | | | A | | | 1510 703B002 113.000 SQFT| 2.80000 316.40| 2.94000 332.22| 2.89000 326.57 Traffic Control Legends, Class 2, Type | | | 1520 703D002 100.000 SQFT| 1.30000 130.00| 1.37000 137.00| 1.34000 134.00 Temporary Traffic Control Markings | | | (Paint) | | | 1530 705A011 2447.000 EACH| 4.70000 11500.90| 4.94000 12088.18| 4.86000 11892.42 Pavement Markers, Class C, Type 1-A | | | 1540 705A030 555.000 EACH| 4.90000 2719.50| 5.15000 2858.25| 5.07000 2813.85 Pavement Markers, Class A-H, Type 2-C | | | 1550 705A031 6676.000 EACH| 4.70000 31377.20| 4.94000 32979.44| 4.86000 32445.36 Pavement Markers, Class A-H, Type 1-A | | | 1560 705A032 227.000 EACH| 4.70000 1066.90| 4.94000 1121.38| 4.86000 1103.22 Pavement Markers, Class A-H, Type 1-B | | | 1570 710A028 41.000 SQFT| 31.00000 1271.00| 32.55000 1334.55| 31.99000 1311.59 Class 2,Aluminum Flat Sign Panels 0.04" | | | Thickness(Type III Or Type IV Background| | | 1580 710A140 145.000 SQFT| 35.00000 5075.00| 36.75000 5328.75| 36.11000 5235.95 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -13 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1590 710A141 17.000 SQFT| 35.00000 595.00| 36.75000 624.75| 36.11000 613.87 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1600 717A001 LUMP| 3000.00000 3000.00| 3150.00000 3150.00| 3094.92000 3094.92 Overhead Roadway Sign Structure No. 1 | | | Renovation | | | 1610 717A002 LUMP| 3500.00000 3500.00| 3675.00000 3675.00| 3610.74000 3610.74 Overhead Roadway Sign Structure No. 2 | | | Renovation | | | 1620 726A000 3600.000 LF | 28.50000 102600.00| 26.25000 94500.00| 30.57000 110052.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1630 726A001 80.000 LF | 100.00000 8000.00| 42.00000 3360.00| 43.67000 3493.60 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1640 731A001 4.000 EACH| 8200.00000 32800.00| 7875.00000 31500.00| 7737.29000 30949.16 Traffic Counting Units, Type B | | | 1650 740B000 4738.000 SQFT| 7.42000 35155.96| 7.79000 36909.02| 7.64000 36198.32 Construction Signs | | | 1660 740C000 1114.000 SQFT| 7.42000 8265.88| 7.79000 8678.06| 7.64000 8510.96 Special Construction Signs | | | 1670 740D000 400.000 EACH| 48.40000 19360.00| 77.97000 31188.00| 49.13000 19652.00 Channelizing Drums | | | 1680 740E000 300.000 EACH| 12.50000 3750.00| 21.54000 6462.00| 17.19000 5157.00 Cones (36 Inches High) | | | 1690 740F002 6.000 EACH| 162.00000 972.00| 166.95000 1001.70| 163.75000 982.50 Barricades, Type III | | | 1700 740I005 10.000 EACH| 487.00000 4870.00| 511.98000 5119.80| 502.17000 5021.70 Warning Lights, Type B (Detachable Head | | | 1710 740L004 1876.000 EACH| 79.50000 149142.00| 83.48000 156608.48| 81.88000 153606.88 Vertical Panel Type II, Single-Sided | | | 1720 740M001 300.000 EACH| 6.25000 1875.00| 4.10000 1230.00| 6.55000 1965.00 Ballast For Cone | | | 1730 741C010 2.000 EACH| 1500.00000 3000.00| 1899.88000 3799.76| 4475.89000 8951.78 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 005 -14 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020301005 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07002 |( 2 ) 01018 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1740 742A001 2.000 EACH| 15000.00000 30000.00| 11148.51000 22297.02| 13100.18000 26200.36 Portable Changeable Message Signs, Type | | | 2 | | | 1750 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | 1760 726D007 AA1 8.000 EACH| 9000.00000 72000.00| 9450.00000 75600.00| 13100.18000 104801.44 Portable Impact Attenuator (Quadguard | | | QZ2406Y Bi-Directional) | | | 1770 726D008 AA2 8.000 EACH| | | Portable Impact Attenuator (TRACC) | | | SECTION TOTALS | $ 18,933,219.31| $ 19,531,334.70| $ 19,609,884.62 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 18,933,219.31| $ 19,531,334.70| $ 19,609,884.62 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20020301006 COUNTIES : HENRY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-101(528) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#1 (U.S.#431) from the Abbeville & Grimes Railroad in Headland to C.R.#18. Length 6.625 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,164,257.30 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 1,381,956.37 118.6985% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,617,629.50 138.9409% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020301006 COUNTIES : HENRY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 405A000 14335.000 GAL | 1.61000 23079.35| 1.05000 15051.75| 1.85000 26519.75 Tack Coat | | | 0020 408A051 200836.000 SQYD| 0.36000 72300.96| 0.32000 64267.52| 0.65000 130543.40 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 424A361 20775.000 TON | 26.52000 550953.00| 34.45000 715698.75| 37.25000 773868.75 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A366 11046.000 TON | 26.98000 298021.08| 28.00000 309288.00| 39.95000 441287.70 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 428C000 139930.000 LF | 0.14000 19590.20| 0.12000 16791.60| 0.12000 16791.60 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0060 600A000 LUMP| 7998.00000 7998.00| 65370.00000 65370.00| 23500.00000 23500.00 Mobilization | | | 0070 680A000 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 2500.00000 2500.00 Engineering Controls | | | 0080 701C000 27.000 MILE| 255.00000 6885.00| 255.00000 6885.00| 268.65000 7253.55 Broken Temporary Traffic Stripe | | | 0090 701C001 55.000 MILE| 259.00000 14245.00| 259.00000 14245.00| 278.60000 15323.00 Solid Temporary Traffic Stripe | | | 0100 701D007 1.000 MILE| 1072.00000 1072.00| 1072.00000 1072.00| 1094.50000 1094.50 Solid Traffic Stripe Removed (Paint) | | | 0110 701D008 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1194.00000 1194.00 Solid Traffic Stripe Removed (Plastic) | | | 0120 701D014 1.000 MILE| 959.00000 959.00| 959.00000 959.00| 895.50000 895.50 Broken Traffic Stripe Removed (Paint) | | | 0130 701D015 1.000 MILE| 920.00000 920.00| 920.00000 920.00| 895.50000 895.50 Broken Traffic Stripe Removed (Plastic) | | | 0140 702A040 14.000 MILE| 1800.00000 25200.00| 1800.00000 25200.00| 1766.13000 24725.82 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020301006 COUNTIES : HENRY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 702A041 15.000 MILE| 3750.00000 56250.00| 3750.00000 56250.00| 3776.03000 56640.45 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 14.000 MILE| 3750.00000 52500.00| 3750.00000 52500.00| 3776.03000 52864.42 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 5570.000 LF | 1.00000 5570.00| 1.00000 5570.00| 1.54000 8577.80 Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 2490.000 SQFT| 1.65000 4108.50| 1.65000 4108.50| 1.69000 4208.10 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 1214.000 SQFT| 2.50000 3035.00| 2.50000 3035.00| 2.49000 3022.86 Traffic Control Legends, Class 2, Type | | | 0200 703D001 3228.000 SQFT| 1.00000 3228.00| 1.00000 3228.00| 0.80000 2582.40 Temporary Traffic Control Markings | | | 0210 703E001 2428.000 SQFT| 1.25000 3035.00| 1.25000 3035.00| 0.80000 1942.40 Temporary Traffic Control Legends | | | 0220 705A030 50.000 EACH| 4.50000 225.00| 4.50000 225.00| 4.78000 239.00 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 1050.000 EACH| 4.50000 4725.00| 4.50000 4725.00| 4.58000 4809.00 Pavement Markers, Class A-H, Type 1-A | | | 0240 740B000 925.000 SQFT| 7.09000 6558.25| 7.25000 6706.25| 12.00000 11100.00 Construction Signs | | | 0250 740E000 150.000 EACH| 5.45000 817.50| 9.50000 1425.00| 10.00000 1500.00 Cones (36 Inches High) | | | 0260 740M001 150.000 EACH| 2.18000 327.00| 6.00000 900.00| 5.00000 750.00 Ballast For Cone | | | 0270 741C010 2.000 EACH| 327.23000 654.46| 1000.00000 2000.00| 1500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,164,257.30| $ 1,381,956.37| $ 1,617,629.50 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 1,164,257.30| $ 1,381,956.37| $ 1,617,629.50 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20020301008 COUNTIES : WASHINGTON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0101(543) for constructing the Resurfacing and Traffic Stripe on S.R.#13 (U.S.#43) from MP 36.651 south of McIntosh to MP 38.787 north of McIntosh. Length - 2.136 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 447,179.98 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 452,092.40 101.0985% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020301008 COUNTIES : WASHINGTON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 405A000 3230.000 GAL | 1.18000 3811.40| 0.90000 2907.00| Tack Coat | | | 0020 408A052 43977.000 SQYD| 0.62000 27265.74| 0.70000 30783.90| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A361 6008.000 TON | 35.47000 213103.76| 36.00000 216288.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A367 1330.000 TON | 37.81000 50287.30| 38.30000 50939.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B655 200.000 TON | 122.69000 24538.00| 36.40000 7280.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B659 1065.000 TON | 38.45000 40949.25| 36.40000 38766.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 430B000 50.000 TON | 21.18000 1059.00| 20.70000 1035.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0080 600A000 LUMP| 7584.44000 7584.44| 15000.00000 15000.00| Mobilization | | | 0090 665F000 150.000 EACH| 7.50000 1125.00| 6.70000 1005.00| Hay Bales | | | 0100 701C002 30.000 MILE| 318.68000 9560.40| 291.80000 8754.00| Broken Temporary Traffic Stripe (Paint) | | | 0110 701C003 15.000 MILE| 340.66000 5109.90| 338.50000 5077.50| Solid Temporary Traffic Stripe (Paint) | | | 0120 702A040 5.000 MILE| 1950.55000 9752.75| 2218.00000 11090.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0130 702A042 5.000 MILE| 1950.55000 9752.75| 2218.00000 11090.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020301008 COUNTIES : WASHINGTON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 702A043 5.000 MILE| 4170.33000 20851.65| 4552.80000 22764.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702C010 700.000 LF | 1.10000 770.00| 1.20000 840.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 703A002 2093.000 SQFT| 1.98000 4144.14| 2.30000 4813.90| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 472.000 SQFT| 3.08000 1453.76| 2.30000 1085.60| Traffic Control Legends, Class 2, Type | | | 0180 703D002 3561.000 SQFT| 0.88000 3133.68| 1.20000 4273.20| Temporary Traffic Control Markings | | | (Paint) | | | 0190 703E002 945.000 SQFT| 0.88000 831.60| 1.20000 1134.00| Temporary Traffic Control Legends | | | (Paint) | | | 0200 705A030 35.000 EACH| 5.49000 192.15| 5.30000 185.50| Pavement Markers, Class A-H, Type 2-C | | | 0210 705A031 276.000 EACH| 5.27000 1454.52| 5.30000 1462.80| Pavement Markers, Class A-H, Type 1-A | | | 0220 705A032 30.000 EACH| 5.27000 158.10| 5.30000 159.00| Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 548.000 EACH| 5.49000 3008.52| 5.30000 2904.40| Pavement Markers, Class A-H, Type 2-D | | | 0240 705A038 50.000 EACH| 5.49000 274.50| 5.30000 265.00| Pavement Markers, Class A-H, Type 2-E | | | 0250 740B000 507.000 SQFT| 8.53000 4324.71| 12.80000 6489.60| Construction Signs | | | 0260 740E000 100.000 EACH| 11.65000 1165.00| 9.50000 950.00| Cones (36 Inches High) | | | 0270 740M001 100.000 EACH| 7.65000 765.00| 7.50000 750.00| Ballast For Cone | | | 0280 741C010 2.000 EACH| 376.48000 752.96| 2000.00000 4000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 447,179.98| $ 452,092.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 447,179.98| $ 452,092.40| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20020301009 COUNTIES : LAWRENCE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0101(544) for constructing the Resurfacing and Traffic Stripe on S.R.#24 from MP 48.690 east of Muck City to MP 54.798 near Moulton. Length - 6.182 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 1,558,926.56 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 1,763,750.15 113.1388% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,888,394.48 121.1343% 4 01018 APAC-ALABAMA, INC. $ 1,955,546.91 125.4419% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020301009 COUNTIES : LAWRENCE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 18031 |( 2 ) 19010 |( 3 ) 07002 |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 305B060 5200.000 TON | 8.25000 42900.00| 10.51000 54652.00| 10.25000 53300.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 8439.000 GAL | 1.90000 16034.10| 0.10000 843.90| 1.00000 8439.00 Tack Coat | | | 0030 424A280 15487.000 TON | 27.00000 418149.00| 30.28000 468946.36| 30.84000 477619.08 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0040 424A289 828.000 TON | 28.00000 23184.00| 29.09000 24086.52| 35.00000 28980.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0050 424B281 30973.000 TON | 22.50000 696892.50| 28.74000 890164.02| 29.12000 901933.76 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0060 424B285 500.000 TON | 39.00000 19500.00| 30.00000 15000.00| 40.00000 20000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424B289 500.000 TON | 30.00000 15000.00| 26.25000 13125.00| 30.00000 15000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424B292 1655.000 TON | 25.80000 42699.00| 26.25000 43443.75| 30.62000 50676.10 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 428C000 129230.000 LF | 0.19000 24553.70| 0.16000 20676.80| 0.17000 21969.10 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 10527.00000 10527.00| 7751.20000 7751.20| 62605.00000 62605.00 Mobilization | | | 0110 701A061 1.000 MILE| 2000.00000 2000.00| 1.00000 1.00| 500.00000 500.00 Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020301009 COUNTIES : LAWRENCE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 18031 |( 2 ) 19010 |( 3 ) 07002 |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0120 701A065 1.000 MILE| 2000.00000 2000.00| 1.00000 1.00| 1000.00000 1000.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0130 701A073 1.000 MILE| 2000.00000 2000.00| 1.00000 1.00| 1000.00000 1000.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701C000 25.000 MILE| 650.00000 16250.00| 275.00000 6875.00| 310.00000 7750.00 Broken Temporary Traffic Stripe | | | 0150 701C001 49.000 MILE| 650.00000 31850.00| 290.00000 14210.00| 330.00000 16170.00 Solid Temporary Traffic Stripe | | | 0160 701H001 1364.000 LF | 0.47000 641.08| 0.50000 682.00| 0.75000 1023.00 Solid Traffic Stripe Removed (Plastic) | | | 0170 701H006 682.000 LF | 0.47000 320.54| 0.50000 341.00| 0.75000 511.50 Broken Traffic Stripe Removed (Plastic) | | | 0180 702A040 13.000 MILE| 3200.00000 41600.00| 1850.00000 24050.00| 1775.00000 23075.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A041 13.000 MILE| 3200.00000 41600.00| 4000.00000 52000.00| 3795.00000 49335.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702A043 13.000 MILE| 3200.00000 41600.00| 3800.00000 49400.00| 3795.00000 49335.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 702B011 14440.000 LF | 0.85000 12274.00| 0.50000 7220.00| 1.55000 22382.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0220 703A002 22815.000 SQFT| 1.14000 26009.10| 1.50000 34222.50| 1.70000 38785.50 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 897.000 SQFT| 1.14000 1022.58| 2.80000 2511.60| 2.80000 2511.60 Traffic Control Legends, Class 2, Type | | | 0240 703D001 336.000 SQFT| 0.36000 120.96| 1.00000 336.00| 1.00000 336.00 Temporary Traffic Control Markings | | | 0250 705A030 56.000 EACH| 5.00000 280.00| 4.50000 252.00| 5.00000 280.00 Pavement Markers, Class A-H, Type 2-C | | | 0260 705A031 809.000 EACH| 5.00000 4045.00| 4.50000 3640.50| 4.80000 3883.20 Pavement Markers, Class A-H, Type 1-A | | | 0270 730H001 5900.000 LF | 2.20000 12980.00| 2.45000 14455.00| 2.33000 13747.00 Loop Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020301009 COUNTIES : LAWRENCE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 18031 |( 2 ) 19010 |( 3 ) 07002 |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0280 740B000 1518.000 SQFT| 8.00000 12144.00| 9.00000 13662.00| 8.48000 12872.64 Construction Signs | | | 0290 740D000 50.000 EACH| 9.25000 462.50| 0.00000 0.00| 15.00000 750.00 Channelizing Drums | | | 0300 740E000 50.000 EACH| 2.25000 112.50| 0.00000 0.00| 15.00000 750.00 Cones (36 Inches High) | | | 0310 740M001 50.000 EACH| 1.50000 75.00| 0.00000 0.00| 7.50000 375.00 Ballast For Cone | | | 0320 741C010 1.000 EACH| 100.00000 100.00| 1200.00000 1200.00| 1500.00000 1500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,558,926.56| $ 1,763,750.15| $ 1,888,394.48 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 1,558,926.56| $ 1,763,750.15| $ 1,888,394.48 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020301009 COUNTIES : LAWRENCE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 305B060 5200.000 TON | 12.38000 64376.00| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 8439.000 GAL | 1.33000 11223.87| | Tack Coat | | | 0030 424A280 15487.000 TON | 34.90000 540496.30| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0040 424A289 828.000 TON | 39.55000 32747.40| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0050 424B281 30973.000 TON | 28.73000 889854.29| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0060 424B285 500.000 TON | 43.26000 21630.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424B289 500.000 TON | 42.91000 21455.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424B292 1655.000 TON | 33.39000 55260.45| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 428C000 129230.000 LF | 0.20000 25846.00| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 7135.41000 7135.41| | Mobilization | | | 0110 701A061 1.000 MILE| 5659.98000 5659.98| | Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020301009 COUNTIES : LAWRENCE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0120 701A065 1.000 MILE| 14994.00000 14994.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0130 701A073 1.000 MILE| 15606.00000 15606.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701C000 25.000 MILE| 316.20000 7905.00| | Broken Temporary Traffic Stripe | | | 0150 701C001 49.000 MILE| 336.60000 16493.40| | Solid Temporary Traffic Stripe | | | 0160 701H001 1364.000 LF | 0.77000 1050.28| | Solid Traffic Stripe Removed (Plastic) | | | 0170 701H006 682.000 LF | 0.77000 525.14| | Broken Traffic Stripe Removed (Plastic) | | | 0180 702A040 13.000 MILE| 1810.50000 23536.50| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A041 13.000 MILE| 3870.90000 50321.70| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702A043 13.000 MILE| 3870.90000 50321.70| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 702B011 14440.000 LF | 1.58000 22815.20| | Dotted Profiled Traffic Stripe (6" Wide | | | 0220 703A002 22815.000 SQFT| 1.73000 39469.95| | Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 897.000 SQFT| 2.86000 2565.42| | Traffic Control Legends, Class 2, Type | | | 0240 703D001 336.000 SQFT| 1.02000 342.72| | Temporary Traffic Control Markings | | | 0250 705A030 56.000 EACH| 5.10000 285.60| | Pavement Markers, Class A-H, Type 2-C | | | 0260 705A031 809.000 EACH| 4.90000 3964.10| | Pavement Markers, Class A-H, Type 1-A | | | 0270 730H001 5900.000 LF | 2.24000 13216.00| | Loop Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020301009 COUNTIES : LAWRENCE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0280 740B000 1518.000 SQFT| 7.68000 11658.24| | Construction Signs | | | 0290 740D000 50.000 EACH| 54.84000 2742.00| | Channelizing Drums | | | 0300 740E000 50.000 EACH| 6.93000 346.50| | Cones (36 Inches High) | | | 0310 740M001 50.000 EACH| 1.15000 57.50| | Ballast For Cone | | | 0320 741C010 1.000 EACH| 1645.26000 1645.26| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,955,546.91| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 1,955,546.91| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20020301011 COUNTIES : LEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-118(11) for constructing the Base & Pave and Partial Grade & Drain for the additional lanes on U.S.#280 from the Waverly Bypass to S.R.#147 east of Waverly. Length - 7.598 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14001 NEWELL ROADBUILDERS, INC. $ 4,394,988.92 100.0000% 2 14007 W. S. NEWELL & SONS, INC. $ 4,611,184.48 104.9191% 3 01018 APAC-ALABAMA, INC. $ 5,089,401.12 115.8001% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020301011 COUNTIES : LEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 14001 |( 2 ) 14007 |( 3 ) 01018 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000M LUMP| 22000.00000 22000.00| 200000.00000 200000.00| 47000.00000 47000.00 Clearing & Grubbing (Approximately 9 | | | Hectares) | | | 0020 206D000M 205.000 M | 5.00000 1025.00| 1.00000 205.00| 9.80000 2009.00 Removing Pipe | | | 0030 206D001M 245.000 M | 3.30000 808.50| 8.00000 1960.00| 6.56000 1607.20 Removing Guardrail | | | 0040 206E000M 21.000 EACH| 75.00000 1575.00| 100.00000 2100.00| 275.00000 5775.00 Removing Headwalls | | | 0050 206E001M 3.000 EACH| 150.00000 450.00| 100.00000 300.00| 300.00000 900.00 Removing Inlets | | | 0060 206E008M 16.000 EACH| 100.00000 1600.00| 85.00000 1360.00| 100.00000 1600.00 Removing Guardrail End Anchor (All Type | | | 0070 210A000M 4428.000 M3 | 6.00000 26568.00| 6.56000 29047.68| 6.04000 26745.12 Unclassified Excavation | | | 0080 210D011M 19636.000 M3 | 4.70000 92289.20| 5.25000 103089.00| 7.26000 142557.36 Borrow Excavation (A-4 Or Better) | | | 0090 214A000M 581.000 M3 | 2.75000 1597.75| 3.15000 1830.15| 23.55000 13682.55 Structure Excavation | | | 0100 214B001M 188.000 M3 | 30.00000 5640.00| 28.00000 5264.00| 26.17000 4919.96 Foundation Backfill, Commercial | | | 0110 230A000M 2.000 RBST| 820.00000 1640.00| 330.00000 660.00| 2000.00000 4000.00 Roadbed Processing | | | 0120 231B001M 16818.000 MTON| 15.00000 252270.00| 15.00000 252270.00| 25.76000 433231.68 Roadbed Stabilizing Material, ALDOT #46 | | | 0130 301A004M 29736.000 M2 | 3.52000 104670.72| 3.65000 108536.40| 4.64000 137975.04 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0140 301A006M 33984.000 M2 | 3.96000 134576.64| 4.05000 137635.20| 5.89000 200165.76 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 115 mm Compacted Thickness | | | 0150 301A010M 300.000 M2 | 5.75000 1725.00| 5.10000 1530.00| 6.95000 2085.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 140 mm Compacted Thickness | | | 0160 301A012M 112118.000 M2 | 5.29000 593104.22| 5.28000 591983.04| 6.18000 692889.24 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020301011 COUNTIES : LEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 14001 |( 2 ) 14007 |( 3 ) 01018 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0170 301A016M 18044.000 M2 | 6.17000 111331.48| 6.50000 117286.00| 7.20000 129916.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 175 mm Compacted Thickness | | | 0180 306E000M 1.000 EACH| 8500.00000 8500.00| 5200.00000 5200.00| 6000.00000 6000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal Of Existing Device) | | | 0190 327E000M 12501.000 MTON| 30.56000 382030.56| 24.56000 307024.56| 28.93000 361653.93 Permeable Asphalt Treated Base | | | 0200 401A043M 53670.000 SQ M| 0.93000 49913.10| 0.93000 49913.10| 0.95000 50986.50 Bituminous Treatment AE | | | 0210 401B108M 47221.000 M2 | 0.74000 34943.54| 0.74000 34943.54| 0.74000 34943.54 Bituminous Treatment G (With Polymer | | | Additive) | | | 0220 405A000M 43906.000 L | 0.30000 13171.80| 0.30000 13171.80| 0.18000 7903.08 Tack Coat | | | 0230 408A051M 1095.000 M2 | 4.00000 4380.00| 3.57000 3909.15| 3.57000 3909.15 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0240 408A056M 432.000 M2 | 6.00000 2592.00| 6.00000 2592.00| 4.60000 1987.20 Planing Existing Pavement | | | (Approximately 126 mm Thru 150 mm Thick)| | | 0250 408A057M 864.000 M2 | 7.00000 6048.00| 7.00000 6048.00| 3.83000 3309.12 Planing Existing Pavement | | | (Approximately 151 mm Thru 175 mm Thick)| | | 0260 410B000M 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| 600.00000 600.00 State Furnished Profilograph | | | 0270 410H000M 1.000 EACH| 0.00000 0.00| 0.01000 0.01| 21300.00000 21300.00 Material Remixing Device | | | 0280 424A280M 8274.000 MTON| 40.50000 335097.00| 40.50000 335097.00| 36.69000 303573.06 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0290 424A286M 50.000 MTON| 50.00000 2500.00| 50.00000 2500.00| 47.71000 2385.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range E| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020301011 COUNTIES : LEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 14001 |( 2 ) 14007 |( 3 ) 01018 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0300 424B281M 8941.000 MTON| 33.21000 296930.61| 33.21000 296930.61| 33.31000 297824.71 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0310 424B289M 6434.000 MTON| 33.21000 213673.14| 33.21000 213673.14| 30.21000 194371.14 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0320 424B581M 6724.000 MTON| 31.55000 212142.20| 31.55000 212142.20| 30.12000 202526.88 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0330 424B585M 50.000 MTON| 100.00000 5000.00| 100.00000 5000.00| 100.00000 5000.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0340 424B589M 253.000 MTON| 41.00000 10373.00| 41.00000 10373.00| 50.00000 12650.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0350 424B651M 6540.000 MTON| 30.68000 200647.20| 30.68000 200647.20| 31.33000 204898.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0360 424C280M 9323.000 MTON| 30.50000 284351.50| 30.50000 284351.50| 30.69000 286122.87 Superpave Bituminous Concrete Base | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0370 430B012M 800.000 MTON| 2.75000 2200.00| 15.00000 12000.00| 21.00000 16800.00 Aggregate Surfacing (ALDOT #410 Or #467 | | | 0380 450B000M 260.000 M2 | 62.20000 16172.00| 89.71000 23324.60| 89.71000 23324.60 Reinforced Cement Concrete Bridge End | | | Slab | | | 0390 530A002M 23.000 M | 115.00000 2645.00| 95.00000 2185.00| 92.52000 2127.96 600 mm Roadway Pipe (Class 3 R.C.) | | | 0400 530A003M 29.000 M | 152.00000 4408.00| 128.00000 3712.00| 140.67000 4079.43 750 mm Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020301011 COUNTIES : LEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 14001 |( 2 ) 14007 |( 3 ) 01018 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0410 530A007M 5.000 M | 402.00000 2010.00| 338.00000 1690.00| 350.00000 1750.00 1350 mm Roadway Pipe (Class 3 R.C.) | | | 0420 530A102M 42.000 M | 99.00000 4158.00| 94.00000 3948.00| 105.00000 4410.00 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0430 530A103M 56.000 M | 133.00000 7448.00| 130.00000 7280.00| 150.00000 8400.00 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0440 530B014M 52.000 M | 141.00000 7332.00| 159.00000 8268.00| 160.00000 8320.00 920 mm Span X 570 mm Rise Roadway Pipe | | | (Class 3 R.C.) (Extension) | | | 0450 530B015M 55.000 M | 191.00000 10505.00| 200.00000 11000.00| 228.00000 12540.00 1110 mm Span X 675 mm Rise Roadway Pipe | | | (Class 3 R.C.) (Extension) | | | 0460 535A001M 154.000 M | 59.00000 9086.00| 60.00000 9240.00| 60.00000 9240.00 450 mm Side Drain Pipe | | | 0470 600A000M LUMP| 275000.00000 275000.00| 227000.00000 227000.00| 385000.00000 385000.00 Mobilization | | | 0480 605A002M 14910.000 M | 10.75000 160282.50| 10.75000 160282.50| 11.09000 165351.90 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0490 605B000M 102.000 EACH| 200.00000 20400.00| 225.00000 22950.00| 215.00000 21930.00 Special Underdrain Outlet, Type A | | | 0500 610C001M 10.000 MTON| 50.00000 500.00| 24.00000 240.00| 75.00000 750.00 Loose Riprap, Class 2 | | | 0510 610D003M 15.000 M2 | 5.00000 75.00| 5.00000 75.00| 5.00000 75.00 Filter Blanket, Geotextile | | | 0520 614A000M 215.000 M3 | 230.00000 49450.00| 248.50000 53427.50| 248.50000 53427.50 Slope Paving | | | 0530 619A003M 3.000 EACH| 350.00000 1050.00| 600.00000 1800.00| 600.00000 1800.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0540 619A004M 2.000 EACH| 500.00000 1000.00| 750.00000 1500.00| 750.00000 1500.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0550 619A058M 1.000 EACH| 1500.00000 1500.00| 1850.00000 1850.00| 1850.00000 1850.00 1350 mm Roadway Pipe End Treatment, | | | Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020301011 COUNTIES : LEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 14001 |( 2 ) 14007 |( 3 ) 01018 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0560 619A101M 16.000 EACH| 325.00000 5200.00| 500.00000 8000.00| 500.00000 8000.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619B068M 3.000 EACH| 675.00000 2025.00| 1150.00000 3450.00| 1150.00000 3450.00 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 0580 619B069M 3.000 EACH| 800.00000 2400.00| 1350.00000 4050.00| 1350.00000 4050.00 1110 mm Span, 675 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 0590 620A000M 1.000 M3 | 655.00000 655.00| 750.00000 750.00| 750.00000 750.00 Minor Structure Concrete | | | 0600 621A000M 2.000 EACH| 1500.00000 3000.00| 1950.00000 3900.00| 1950.00000 3900.00 Junction Boxes, Type 1, 1P Or 5 | | | 0610 621A013M 1.000 EACH| 2000.00000 2000.00| 3500.00000 3500.00| 3500.00000 3500.00 Junction Boxes, Type Special | | | 0620 621B000M 1.000 EACH| 400.00000 400.00| 550.00000 550.00| 550.00000 550.00 Junction Box Units, Type 1, 1P Or 5 | | | 0630 621C020M 1.000 EACH| 1600.00000 1600.00| 1650.00000 1650.00| 1650.00000 1650.00 Inlets, Type Y | | | 0640 621C027M 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| 1600.00000 1600.00 Inlets, Type C | | | 0650 621D002M 1.000 EACH| 350.00000 350.00| 475.00000 475.00| 475.00000 475.00 Inlet Units, Type C | | | 0660 621D019M 3.000 EACH| 350.00000 1050.00| 475.00000 1425.00| 475.00000 1425.00 Inlet Units, Type Y | | | 0670 630A000M 639.000 M | 41.00000 26199.00| 41.00000 26199.00| 41.00000 26199.00 Steel Beam Guardrail, Class A, Type 1 | | | 0680 630C003M 8.000 EACH| 1050.00000 8400.00| 1050.00000 8400.00| 1050.00000 8400.00 Guardrail End Anchor, Type 13 | | | 0690 630C005M 4.000 EACH| 2200.00000 8800.00| 2200.00000 8800.00| 2200.00000 8800.00 Guardrail End Anchor, Type 14 | | | 0700 630C070M 12.000 EACH| 1200.00000 14400.00| 1200.00000 14400.00| 1200.00000 14400.00 Guardrail End Anchor, Type 10 Series | | | 0710 650A000M 6036.000 M3 | 0.01000 60.36| 7.00000 42252.00| 13.09000 79011.24 Topsoil | | | 0720 650B000M 10600.000 M3 | 5.00000 53000.00| 2.50000 26500.00| 5.36000 56816.00 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020301011 COUNTIES : LEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 14001 |( 2 ) 14007 |( 3 ) 01018 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0730 652A054M 16.000 HA | 300.00000 4800.00| 1235.50000 19768.00| 1235.50000 19768.00 Seeding (Mix 2A) | | | 0740 652B053M 8.000 HA | 741.30000 5930.40| 741.30000 5930.40| 741.30000 5930.40 Temporary Seeding (Mix 2AT) | | | 0750 652D054M 8.000 HA | 1111.95000 8895.60| 1111.95000 8895.60| 1111.95000 8895.60 Seeding In Stubble (Mix 2A) | | | 0760 654A001M 2185.000 M2 | 3.60000 7866.00| 3.60000 7866.00| 3.60000 7866.00 Solid Sodding (Bermuda) | | | 0770 656A000M 24.000 HA | 300.00000 7200.00| 1050.18000 25204.32| 1050.18000 25204.32 Mulching, Class A, Type 1 | | | 0780 659A000M 500.000 M2 | 1.80000 900.00| 1.80000 900.00| 1.80000 900.00 Erosion Control Netting, Class A | | | 0790 665A000M 2.000 HA | 1.00000 2.00| 617.75000 1235.50| 617.75000 1235.50 Temporary Seeding | | | 0800 665B000M 2.000 HA | 1.00000 2.00| 988.40000 1976.80| 988.40000 1976.80 Temporary Mulching | | | 0810 665C000M 40.000 M | 0.01000 0.40| 30.00000 1200.00| 95.00000 3800.00 375 mm Temporary Pipe | | | 0820 665F000M 710.000 EACH| 0.01000 7.10| 6.00000 4260.00| 13.75000 9762.50 Hay Bales | | | 0830 665G000M 200.000 EACH| 0.01000 2.00| 0.01000 2.00| 6.00000 1200.00 Sand Bags | | | 0840 665I000M 62.000 MTON| 50.00000 3100.00| 21.00000 1302.00| 75.00000 4650.00 Temporary Riprap, Class 2 | | | 0850 665J000M 1570.000 M | 0.01000 15.70| 10.00000 15700.00| 10.70000 16799.00 Silt Fence, Type A | | | 0860 665K000M 54.000 M3 | 10.00000 540.00| 6.50000 351.00| 13.00000 702.00 Drainage Sump Excavation | | | 0870 680A000M LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 22000.00000 22000.00 Engineering Controls | | | 0880 701A028M 18.000 KM | 750.00000 13500.00| 733.00000 13194.00| 750.00000 13500.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0890 701A041M 16.000 KM | 560.00000 8960.00| 560.00000 8960.00| 560.00000 8960.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0900 701A048M 19.000 KM | 900.00000 17100.00| 963.00000 18297.00| 900.00000 17100.00 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020301011 COUNTIES : LEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 14001 |( 2 ) 14007 |( 3 ) 01018 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0910 701B009M 2160.000 M | 4.00000 8640.00| 2.46000 5313.60| 4.00000 8640.00 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0920 701C002M 9.000 KM | 160.00000 1440.00| 211.00000 1899.00| 160.00000 1440.00 Broken Temporary Traffic Stripe (Paint) | | | 0930 701C003M 18.000 KM | 205.00000 3690.00| 236.00000 4248.00| 205.00000 3690.00 Solid Temporary Traffic Stripe (Paint) | | | 0940 701C006M 1.000 KM | 800.00000 800.00| 4225.00000 4225.00| 800.00000 800.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0950 701D007M 18.000 KM | 900.00000 16200.00| 870.00000 15660.00| 900.00000 16200.00 Solid Traffic Stripe Removed (Paint) | | | 0960 701D008M 3.000 KM | 1100.00000 3300.00| 932.00000 2796.00| 1100.00000 3300.00 Solid Traffic Stripe Removed (Plastic) | | | 0970 701D009M 1.000 KM | 800.00000 800.00| 497.00000 497.00| 800.00000 800.00 Solid Traffic Stripe Removed (Tape) | | | 0980 701D014M 9.000 KM | 700.00000 6300.00| 683.00000 6147.00| 700.00000 6300.00 Broken Traffic Stripe Removed (Paint) | | | 0990 701D015M 2.000 KM | 900.00000 1800.00| 745.00000 1490.00| 900.00000 1800.00 Broken Traffic Stripe Removed (Plastic) | | | 1000 701G121M 103.000 M | 8.50000 875.50| 9.39000 967.17| 8.50000 875.50 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1010 701G125M 103.000 M | 16.00000 1648.00| 15.74000 1621.22| 16.00000 1648.00 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1020 701G133M 103.000 M | 16.00000 1648.00| 16.33000 1681.99| 16.00000 1648.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1030 703A002M 90.000 M2 | 22.00000 1980.00| 19.00000 1710.00| 22.00000 1980.00 Traffic Control Markings, Class 2, Type | | | A | | | 1040 703B002M 51.000 M2 | 27.00000 1377.00| 30.00000 1530.00| 27.00000 1377.00 Traffic Control Legends, Class 2, Type | | | 1050 703D002M 30.000 M2 | 14.00000 420.00| 14.00000 420.00| 14.00000 420.00 Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020301011 COUNTIES : LEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 14001 |( 2 ) 14007 |( 3 ) 01018 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1060 705A012M 324.000 EACH| 4.30000 1393.20| 5.00000 1620.00| 4.30000 1393.20 Pavement Markers, Class C, Type 1-B | | | 1070 705A023M 80.000 EACH| 4.50000 360.00| 5.25000 420.00| 4.50000 360.00 Pavement Markers, Class C, Type 2-D | | | 1080 705A030M 80.000 EACH| 5.20000 416.00| 5.25000 420.00| 5.20000 416.00 Pavement Markers, Class A-H, Type 2-C | | | 1090 705A031M 324.000 EACH| 5.00000 1620.00| 5.00000 1620.00| 5.00000 1620.00 Pavement Markers, Class A-H, Type 1-A | | | 1100 707B003M 3.000 EACH| 140.00000 420.00| 150.00000 450.00| 140.00000 420.00 Type A Hazard Marker Installation | | | 1110 710A115M 46.000 M2 | 150.00000 6900.00| 150.00000 6900.00| 150.00000 6900.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 1120 710B001M 198.000 M | 16.00000 3168.00| 16.00000 3168.00| 16.00000 3168.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1130 740B000M 176.000 M2 | 145.00000 25520.00| 100.00000 17600.00| 78.65000 13842.40 Construction Signs | | | 1140 740D000M 250.000 EACH| 68.50000 17125.00| 65.00000 16250.00| 52.44000 13110.00 Channelizing Drums | | | 1150 740E000M 50.000 EACH| 0.01000 0.50| 0.01000 0.50| 0.00000 0.00 Cones (900 mm High) | | | 1160 740F002M 66.000 EACH| 50.00000 3300.00| 240.00000 15840.00| 163.86000 10814.76 Barricades, Type III | | | 1170 740I005M 36.000 EACH| 50.00000 1800.00| 250.00000 9000.00| 436.97000 15730.92 Warning Lights, Type B (Detachable Head | | | 1180 740M001M 50.000 EACH| 0.01000 0.50| 0.01000 0.50| 0.00000 0.00 Ballast For Cone | | | 1190 741C010M 2.000 EACH| 2500.00000 5000.00| 3800.00000 7600.00| 1000.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1200 742A001M 2.000 EACH| 7500.00000 15000.00| 18500.00000 37000.00| 1000.00000 2000.00 Portable Changeable Message Signs, Type | | | 2 | | | 1210 999 000M 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,394,988.92| $ 4,611,184.48| $ 5,089,401.12 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 4,394,988.92| $ 4,611,184.48| $ 5,089,401.12 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 425 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : APD-471(45) for constructing the Grade, Drainage, Partial Pavement, Bridge and Bridge Culvert on Corridor "X" from north of C.R.#22 in Cordova to east of C.R.#61. Length 3.025 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07014 ELMO GREER & SONS, LLC $ 21,159,146.50 100.0000% 2 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 21,451,919.33 101.3837% 3 14003 W. S. NEWELL, INC. $ 21,967,849.89 103.8220% 4 22010 VECELLIO & GROGAN, INC. $ 22,829,273.42 107.8932% 5 18024 RACON, INC. $ 23,043,555.50 108.9059% 6 08016 HILL BROTHERS CONSTRUCTION & ENGINEERING COMPANY, INC. $ 23,385,616.13 110.5225% 7 10016 JONES BROS., INC. $ 24,451,479.90 115.5599% 8 30002 ELLARD CONTRACTING CO., INC. & ELLARD CONSTRUCTION, INC. $ 27,304,393.33 129.0430% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07014 |( 2 ) 23025 |( 3 ) 14003 |ELMO GREER & SONS, LLC |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1545000.00000 1545000.00| 750000.00000 750000.00| 1745482.00000 1745482.00 Clearing & Grubbing (Approximately 254 | | | Acres) | | | 0020 205A001 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 0.01000 0.01 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 0.01000 0.01 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 0.01000 0.01 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 0.01000 0.01 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 0.01000 0.01 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 0.01000 0.01 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 0.01000 0.01 Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 0.01000 0.01 Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 0.01000 0.01 Removal Of Structures, Structure No. 9 | | | 0110 206D000 843.000 LF | 10.00000 8430.00| 4.00000 3372.00| 3.00000 2529.00 Removing Pipe | | | 0120 206E000 6.000 EACH| 250.00000 1500.00| 100.00000 600.00| 150.00000 900.00 Removing Headwalls | | | 0130 210A000 5722580.000 CUYD| 1.61000 9213353.80| 1.76000 10071740.80| 1.40000 8011612.00 Unclassified Excavation | | | 0140 214A000 45811.000 CUYD| 5.00000 229055.00| 6.00000 274866.00| 5.00000 229055.00 Structure Excavation | | | 0150 214B001 7305.000 CUYD| 26.00000 189930.00| 20.00000 146100.00| 25.00000 182625.00 Foundation Backfill, Commercial | | | 0160 215A000 1087.000 CUYD| 40.00000 43480.00| 22.00000 23914.00| 42.00000 45654.00 Unclassified Bridge Excavation | | | 0170 230A000 489.000 RBST| 510.00000 249390.00| 250.00000 122250.00| 300.00000 146700.00 Roadbed Processing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07014 |( 2 ) 23025 |( 3 ) 14003 |ELMO GREER & SONS, LLC |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0180 301A012 44174.000 SQYD| 4.65000 205409.10| 4.20000 185530.80| 4.38000 193482.12 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0190 401A000 38796.000 SQYD| 0.35000 13578.60| 1.00000 38796.00| 0.38000 14742.48 Bituminous Treatment A | | | 0200 401A011 6193.000 SQYD| 2.91000 18021.63| 2.00000 12386.00| 2.94000 18207.42 Bituminous Treatment AKG | | | 0210 401B108 22896.000 SQYD| 0.86000 19690.56| 2.00000 45792.00| 0.86000 19690.56 Bituminous Treatment G (With Polymer | | | Additive) | | | 0220 405A000 336.000 GAL | 1.25000 420.00| 1.00000 336.00| 1.23000 413.28 Tack Coat | | | 0230 424A360 1541.000 TON | 36.82000 56739.62| 45.00000 69345.00| 40.88000 62996.08 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 424A366 350.000 TON | 36.82000 12887.00| 45.00000 15750.00| 51.97000 18189.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B651 4819.000 TON | 34.59000 166689.21| 40.00000 192760.00| 32.77000 157918.63 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0260 424B655 16.000 TON | 100.00000 1600.00| 45.00000 720.00| 88.25000 1412.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B659 250.000 TON | 34.59000 8647.50| 45.00000 11250.00| 47.69000 11922.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424C360 498.000 TON | 34.59000 17225.82| 45.00000 22410.00| 38.60000 19222.80 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0290 430B003 208.000 TON | 20.00000 4160.00| 14.00000 2912.00| 18.50000 3848.00 Aggregate Surfacing (ALDOT#57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07014 |( 2 ) 23025 |( 3 ) 14003 |ELMO GREER & SONS, LLC |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0300 430B026 174.000 TON | 25.00000 4350.00| 15.00000 2610.00| 18.50000 3219.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0310 450B000 169.000 SQYD| 50.00000 8450.00| 75.00000 12675.00| 55.00000 9295.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0320 502A000 3102726.000 LB | 0.38000 1179035.88| 0.38000 1179035.88| 0.32000 992872.32 Steel Reinforcement | | | 0330 502B000 LUMP| 69500.00000 69500.00| 66000.00000 66000.00| 56493.00000 56493.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 178+63.88, | | | Approximately | | | 0340 508A000 4240.000 LB | 2.00000 8480.00| 3.00000 12720.00| 1.50000 6360.00 Structural Steel | | | 0350 510A000 509.000 CUYD| 265.00000 134885.00| 350.00000 178150.00| 250.00000 127250.00 Bridge Substructure Concrete, Class A | | | 0360 510C051 LUMP| 305000.00000 305000.00| 285000.00000 285000.00| 188743.00000 188743.00 Bridge Concrete Superstructure, STA. | | | 178+63.88, Approximately | | | 0370 510E000 1888.000 SQYD| 1.94000 3662.72| 2.00000 3776.00| 1.70000 3209.60 Grooving Concrete Bridge Decks | | | 0380 511A004 56.000 EACH| 300.00000 16800.00| 350.00000 19600.00| 310.00000 17360.00 Elastomeric Bearings, Type 4 | | | 0390 513B017 2352.000 LF | 136.50000 321048.00| 115.00000 270480.00| 147.00000 345744.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0400 524A011 16298.000 CUYD| 161.50000 2632127.00| 160.00000 2607680.00| 150.00000 2444700.00 Culvert Concrete (Cast In Place) | | | 0410 530A001 4363.000 LF | 18.00000 78534.00| 22.00000 95986.00| 18.00000 78534.00 18" Roadway Pipe (Class 3 R.C.) | | | 0420 530A002 1494.000 LF | 25.00000 37350.00| 30.00000 44820.00| 24.00000 35856.00 24" Roadway Pipe (Class 3 R.C.) | | | 0430 530A004 136.000 LF | 43.00000 5848.00| 50.00000 6800.00| 45.00000 6120.00 36" Roadway Pipe (Class 3 R.C.) | | | 0440 530A005 33.000 LF | 54.00000 1782.00| 75.00000 2475.00| 75.00000 2475.00 42" Roadway Pipe (Class 3 R.C.) | | | 0450 530A009 227.000 LF | 113.00000 25651.00| 165.00000 37455.00| 107.00000 24289.00 66" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07014 |( 2 ) 23025 |( 3 ) 14003 |ELMO GREER & SONS, LLC |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0460 530A014 225.000 LF | 36.00000 8100.00| 55.00000 12375.00| 33.00000 7425.00 30" Roadway Pipe (Class 4 R.C.) | | | 0470 530A016 665.000 LF | 61.00000 40565.00| 85.00000 56525.00| 50.00000 33250.00 42" Roadway Pipe (Class 4 R.C.) | | | 0480 530A022 300.000 LF | 17.00000 5100.00| 26.00000 7800.00| 18.00000 5400.00 15" Roadway Pipe (Class 5 R.C.) | | | 0490 530A025 202.000 LF | 40.00000 8080.00| 65.00000 13130.00| 36.00000 7272.00 30" Roadway Pipe (Class 5 R.C.) | | | 0500 530A026 291.000 LF | 61.00000 17751.00| 85.00000 24735.00| 43.00000 12513.00 36" Roadway Pipe (Class 5 R.C.) | | | 0510 530A027 600.000 LF | 67.00000 40200.00| 100.00000 60000.00| 52.00000 31200.00 42" Roadway Pipe (Class 5 R.C.) | | | 0520 530A028 642.000 LF | 81.00000 52002.00| 125.00000 80250.00| 64.00000 41088.00 48" Roadway Pipe (Class 5 R.C.) | | | 0530 530A029 91.000 LF | 96.00000 8736.00| 145.00000 13195.00| 80.00000 7280.00 54" Roadway Pipe (Class 5 R.C.) | | | 0540 530A030 96.000 LF | 115.00000 11040.00| 185.00000 17760.00| 99.00000 9504.00 60" Roadway Pipe (Class 5 R.C.) | | | 0550 530A101 21.000 LF | 18.00000 378.00| 45.00000 945.00| 45.00000 945.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0560 530A212 1082.000 LF | 19.00000 20558.00| 22.00000 23804.00| 19.00000 20558.00 18" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0570 530A213 368.000 LF | 25.00000 9200.00| 35.00000 12880.00| 31.00000 11408.00 24" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0580 530A216 189.000 LF | 39.00000 7371.00| 55.00000 10395.00| 40.00000 7560.00 42" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0590 530A217 165.000 LF | 47.00000 7755.00| 85.00000 14025.00| 46.00000 7590.00 48" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0600 530A369 638.000 LF | 106.00000 67628.00| 185.00000 118030.00| 94.00000 59972.00 60" Roadway Pipe, Class C-1 Bedding | | | (Class 4 R.C.) | | | 0610 530A377 142.000 LF | 68.00000 9656.00| 150.00000 21300.00| 57.00000 8094.00 42" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0620 530A379 123.000 LF | 98.00000 12054.00| 165.00000 20295.00| 82.00000 10086.00 54" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07014 |( 2 ) 23025 |( 3 ) 14003 |ELMO GREER & SONS, LLC |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0630 530A380 514.000 LF | 119.00000 61166.00| 200.00000 102800.00| 93.00000 47802.00 60" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0640 530A494 212.000 LF | 17.00000 3604.00| 20.00000 4240.00| 25.00000 5300.00 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0650 530A799 35.000 LF | 24.00000 840.00| 25.00000 875.00| 50.00000 1750.00 15" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0660 530A800 36.000 LF | 18.00000 648.00| 25.00000 900.00| 50.00000 1800.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0670 530B005 105.000 LF | 82.00000 8610.00| 125.00000 13125.00| 95.00000 9975.00 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0680 530B006 410.000 LF | 98.00000 40180.00| 135.00000 55350.00| 112.00000 45920.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0690 530B007 1194.000 LF | 117.00000 139698.00| 150.00000 179100.00| 130.00000 155220.00 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0700 530B098 258.000 LF | 196.00000 50568.00| 185.00000 47730.00| 220.00000 56760.00 65"Span x 40" Rise Roadway Pipe(Class 5 | | | R.C.) | | | 0710 535A000 35.000 LF | 14.00000 490.00| 20.00000 700.00| 16.00000 560.00 15" Side Drain Pipe | | | 0720 535A001 742.000 LF | 16.00000 11872.00| 22.00000 16324.00| 16.00000 11872.00 18" Side Drain Pipe | | | 0730 600A000 LUMP| 646000.00000 646000.00| 500000.00000 500000.00| 2690223.00000 2690223.00 Mobilization | | | 0740 602A000 46.000 EACH| 75.00000 3450.00| 120.00000 5520.00| 70.00000 3220.00 Right Of Way Markers | | | 0750 602B000 2.000 EACH| 175.00000 350.00| 120.00000 240.00| 175.00000 350.00 Land Survey Markers | | | 0760 602C000 6.000 EACH| 150.00000 900.00| 120.00000 720.00| 150.00000 900.00 Permanent Easement Marker | | | 0770 606A000 1500.000 LF | 8.00000 12000.00| 10.00000 15000.00| 15.00000 22500.00 6" Underdrain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -7 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07014 |( 2 ) 23025 |( 3 ) 14003 |ELMO GREER & SONS, LLC |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0780 610C001 32224.000 TON | 15.50000 499472.00| 12.00000 386688.00| 17.00000 547808.00 Loose Riprap, Class 2 | | | 0790 610C002 14979.000 TON | 16.00000 239664.00| 12.00000 179748.00| 17.00000 254643.00 Loose Riprap, Class 3 | | | 0800 610D000 34037.000 SQYD| 1.68000 57182.16| 2.00000 68074.00| 1.30000 44248.10 Filter Blanket | | | 0810 614A000 1560.000 CUYD| 200.00000 312000.00| 165.00000 257400.00| 195.00000 304200.00 Slope Paving | | | 0820 614A001 112.000 CUYD| 215.00000 24080.00| 225.00000 25200.00| 225.00000 25200.00 Slope Paving (Under Bridges) | | | 0830 619A002 27.000 EACH| 430.00000 11610.00| 400.00000 10800.00| 400.00000 10800.00 18" Roadway Pipe End Treatment, Class 1 | | | 0840 619A003 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 400.00000 3200.00 24" Roadway Pipe End Treatment, Class 1 | | | 0850 619A004 1.000 EACH| 660.00000 660.00| 600.00000 600.00| 500.00000 500.00 30" Roadway Pipe End Treatment, Class 1 | | | 0860 619A005 3.000 EACH| 850.00000 2550.00| 750.00000 2250.00| 600.00000 1800.00 36" Roadway Pipe End Treatment, Class 1 | | | 0870 619A006 2.000 EACH| 1100.00000 2200.00| 1000.00000 2000.00| 700.00000 1400.00 42" Roadway Pipe End Treatment, Class 1 | | | 0880 619A007 1.000 EACH| 1400.00000 1400.00| 1250.00000 1250.00| 750.00000 750.00 48" Roadway Pipe End Treatment, Class 1 | | | 0890 619A009 3.000 EACH| 2100.00000 6300.00| 1600.00000 4800.00| 1000.00000 3000.00 60" Roadway Pipe End Treatment, Class 1 | | | 0900 619A010 3.000 EACH| 2500.00000 7500.00| 2000.00000 6000.00| 1200.00000 3600.00 66" Roadway Pipe End Treatment, Class 1 | | | 0910 619A100 2.000 EACH| 375.00000 750.00| 400.00000 800.00| 400.00000 800.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0920 619A101 16.000 EACH| 430.00000 6880.00| 400.00000 6400.00| 400.00000 6400.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0930 619B021 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 750.00000 750.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0940 619B022 1.000 EACH| 1900.00000 1900.00| 1800.00000 1800.00| 1000.00000 1000.00 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -8 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07014 |( 2 ) 23025 |( 3 ) 14003 |ELMO GREER & SONS, LLC |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0950 619B272 3.000 EACH| 3600.00000 10800.00| 1800.00000 5400.00| 1600.00000 4800.00 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0960 620A000 4.000 CUYD| 500.00000 2000.00| 1000.00000 4000.00| 750.00000 3000.00 Minor Structure Concrete | | | 0970 621A004 6.000 EACH| 1980.00000 11880.00| 5000.00000 30000.00| 2500.00000 15000.00 Junction Boxes, Type 4 | | | 0980 621A005 13.000 EACH| 1345.00000 17485.00| 2200.00000 28600.00| 1400.00000 18200.00 Junction Boxes, Type 1 | | | 0990 621A010 13.000 EACH| 618.00000 8034.00| 2000.00000 26000.00| 1100.00000 14300.00 Junction Boxes, Type 3 | | | 1000 621A058 14.000 EACH| 770.00000 10780.00| 2500.00000 35000.00| 1450.00000 20300.00 Junction Boxes, Type 3 (Modified) | | | 1010 621B004 9.000 EACH| 667.00000 6003.00| 2000.00000 18000.00| 600.00000 5400.00 Junction Box Units, Type 4 | | | 1020 621B005 11.000 EACH| 330.00000 3630.00| 750.00000 8250.00| 400.00000 4400.00 Junction Box Units, Type 1 | | | 1030 621C006 2.000 EACH| 2800.00000 5600.00| 4000.00000 8000.00| 3000.00000 6000.00 Inlets, Type KL | | | 1040 621C020 37.000 EACH| 1350.00000 49950.00| 1300.00000 48100.00| 1400.00000 51800.00 Inlets, Type Y | | | 1050 621C027 2.000 EACH| 1250.00000 2500.00| 2000.00000 4000.00| 1400.00000 2800.00 Inlets, Type C | | | 1060 621C032 1.000 EACH| 1750.00000 1750.00| 2500.00000 2500.00| 2000.00000 2000.00 Inlets, Type C (Modified) | | | 1070 621C037 2.000 EACH| 2750.00000 5500.00| 4000.00000 8000.00| 2856.00000 5712.00 Inlets, Type AB (Modified) | | | 1080 621C101 2.000 EACH| 2000.00000 4000.00| 4000.00000 8000.00| 1800.00000 3600.00 Inlets, Type GH (Modified) | | | 1090 621C156 1.000 EACH| 2500.00000 2500.00| 4000.00000 4000.00| 2400.00000 2400.00 Inlets, Type KL(Modified) | | | 1100 621D002 2.000 EACH| 450.00000 900.00| 350.00000 700.00| 300.00000 600.00 Inlet Units, Type C | | | 1110 621D006 2.000 EACH| 650.00000 1300.00| 1000.00000 2000.00| 750.00000 1500.00 Inlet Units, Type KL | | | 1120 621D019 64.000 EACH| 325.00000 20800.00| 320.00000 20480.00| 300.00000 19200.00 Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -9 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07014 |( 2 ) 23025 |( 3 ) 14003 |ELMO GREER & SONS, LLC |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1130 621I000 1.000 EACH| 3500.00000 3500.00| 3800.00000 3800.00| 3000.00000 3000.00 Stilling Basins, Type 00 | | | 1140 621I001 1.000 EACH| 4500.00000 4500.00| 4300.00000 4300.00| 4500.00000 4500.00 Stilling Basins, Type 1 | | | 1150 621I002 1.000 EACH| 4750.00000 4750.00| 6300.00000 6300.00| 6000.00000 6000.00 Stilling Basins, Type 2 | | | 1160 621I003 2.000 EACH| 6500.00000 13000.00| 7300.00000 14600.00| 8000.00000 16000.00 Stilling Basins, Type 3 | | | 1170 621I004 2.000 EACH| 10000.00000 20000.00| 12000.00000 24000.00| 12500.00000 25000.00 Stilling Basins, Type 4 | | | 1180 621I006 2.000 EACH| 16000.00000 32000.00| 19000.00000 38000.00| 22000.00000 44000.00 Stilling Basins, Type 6 | | | 1190 621I007 1.000 EACH| 24000.00000 24000.00| 30000.00000 30000.00| 30000.00000 30000.00 Stilling Basins, Type 7 | | | 1200 621I008 1.000 EACH| 32000.00000 32000.00| 35000.00000 35000.00| 35000.00000 35000.00 Stilling Basins, Type 8 | | | 1210 630A001 100.000 LF | 12.50000 1250.00| 12.00000 1200.00| 14.00000 1400.00 Steel Beam Guardrail, Class A, Type 2 | | | 1220 630C003 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 1230 630C070 4.000 EACH| 1250.00000 5000.00| 1450.00000 5800.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 1240 635A001 37631.000 LF | 3.10000 116656.10| 3.25000 122300.75| 3.10000 116656.10 Woven Wire Fence (Metal Post) | | | 1250 635B001 11.000 EACH| 589.00000 6479.00| 600.00000 6600.00| 589.00000 6479.00 Gate, 14 Feet Wide | | | 1260 641A001 1200.000 LF | 5.80000 6960.00| 8.00000 9600.00| 8.50000 10200.00 3/4 Inch Copper Water Pipe Laid (Type K | | | 1270 641A046 20.000 LF | 4.00000 80.00| 25.00000 500.00| 30.00000 600.00 2 Inch P.V.C. Water Main Laid | | | 1280 641A047 20.000 LF | 6.00000 120.00| 25.00000 500.00| 35.00000 700.00 4 Inch P.V.C. Water Main Laid | | | 1290 641A049 2020.000 LF | 6.00000 12120.00| 9.00000 18180.00| 13.50000 27270.00 6 Inch P.V.C. Water Main Laid | | | 1300 641A053 5000.000 LF | 10.40000 52000.00| 12.00000 60000.00| 17.00000 85000.00 10 Inch P.V.C. Water Main Laid | | | 1310 641A080 20.000 LF | 14.00000 280.00| 24.00000 480.00| 75.00000 1500.00 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -10 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07014 |( 2 ) 23025 |( 3 ) 14003 |ELMO GREER & SONS, LLC |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1320 641A093 1320.000 LF | 24.00000 31680.00| 24.00000 31680.00| 35.00000 46200.00 10"D.I. Water Main Laid (Mechanical | | | Joint) | | | 1330 642A000 1.000 EACH| 814.00000 814.00| 1000.00000 1000.00| 1800.00000 1800.00 Fire Hydrant Reset | | | 1340 643A000 12.000 EACH| 160.00000 1920.00| 200.00000 2400.00| 250.00000 3000.00 Water Meters Reset | | | 1350 649A046 550.000 LF | 24.00000 13200.00| 120.00000 66000.00| 85.00000 46750.00 20 Inch Encasement Pipe, Type 1 | | | Installation | | | 1360 649A054 690.000 LF | 24.00000 16560.00| 120.00000 82800.00| 105.00000 72450.00 20 Inch Encasement Pipe, Type 1A | | | Installation | | | 1370 650B000 59859.000 CUYD| 1.65000 98767.35| 1.50000 89788.50| 1.59000 95175.81 Topsoil From Stockpiles | | | 1380 651B000 140.000 TON | 31.50000 4410.00| 31.60000 4424.00| 35.00000 4900.00 Agricultural Limestone | | | 1390 651C002 84.000 TON | 190.00000 15960.00| 190.00000 15960.00| 225.00000 18900.00 13-13-13 Commercial Fertilizer | | | 1400 652A050 22.000 ACRE| 425.00000 9350.00| 425.00000 9350.00| 500.00000 11000.00 Seeding (Mix 1A) | | | 1410 652A053 90.000 ACRE| 425.50000 38295.00| 425.50000 38295.00| 475.00000 42750.00 Seeding (Mix 1E) | | | 1420 652B050 112.000 ACRE| 341.25000 38220.00| 341.25000 38220.00| 300.00000 33600.00 Temporary Seeding (Mix 1AT) | | | 1430 652D050 112.000 ACRE| 577.50000 64680.00| 577.50000 64680.00| 450.00000 50400.00 Seeding In Stubble (Mix 1A) | | | 1440 654A000 1770.000 SQYD| 3.25000 5752.50| 3.25000 5752.50| 3.00000 5310.00 Solid Sodding | | | 1450 656A000 22.000 ACRE| 420.00000 9240.00| 420.00000 9240.00| 450.00000 9900.00 Mulching, Class A, Type 1 | | | 1460 656A001 90.000 ACRE| 630.00000 56700.00| 630.00000 56700.00| 450.00000 40500.00 Mulching, Class A, Type 2 | | | 1470 658A001 112.000 ACRE| 861.00000 96432.00| 861.00000 96432.00| 1100.00000 123200.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1480 658B000 10000.000 SQYD| 0.80000 8000.00| 0.80000 8000.00| 0.98000 9800.00 Hydraulically Applied Wood Fiber | | | Matrix Erosion Control System | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -11 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07014 |( 2 ) 23025 |( 3 ) 14003 |ELMO GREER & SONS, LLC |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1490 659A000 1500.000 SQYD| 1.85000 2775.00| 1.85000 2775.00| 1.50000 2250.00 Erosion Control Netting, Class A | | | 1500 659A002 24674.000 SQYD| 4.00000 98696.00| 4.00000 98696.00| 4.10000 101163.40 Erosion Control Netting, Class C1 | | | 1510 665A000 64.000 ACRE| 315.00000 20160.00| 315.00000 20160.00| 250.00000 16000.00 Temporary Seeding | | | 1520 665B000 64.000 ACRE| 315.00000 20160.00| 315.00000 20160.00| 350.00000 22400.00 Temporary Mulching | | | 1530 665C000 3808.000 LF | 12.00000 45696.00| 15.00000 57120.00| 10.50000 39984.00 15" Temporary Pipe | | | 1540 665F000 1936.000 EACH| 6.00000 11616.00| 6.00000 11616.00| 6.00000 11616.00 Hay Bales | | | 1550 665I000 6614.000 TON | 15.50000 102517.00| 15.00000 99210.00| 17.00000 112438.00 Temporary Riprap, Class 2 | | | 1560 665J000 69287.000 LF | 2.55000 176681.85| 3.00000 207861.00| 3.00000 207861.00 Silt Fence, Type A | | | 1570 665K000 800.000 CUYD| 4.50000 3600.00| 10.00000 8000.00| 3.00000 2400.00 Drainage Sump Excavation | | | 1580 680A000 LUMP| 271000.00000 271000.00| 350000.00000 350000.00| 388549.00000 388549.00 Engineering Controls | | | 1590 701A004 4.000 MILE| 340.00000 1360.00| 340.00000 1360.00| 340.00000 1360.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1600 701A008 2.000 MILE| 225.00000 450.00| 225.00000 450.00| 225.00000 450.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 1610 701A012 3.000 MILE| 320.00000 960.00| 320.00000 960.00| 320.00000 960.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1620 701C002 4.000 MILE| 400.00000 1600.00| 400.00000 1600.00| 400.00000 1600.00 Broken Temporary Traffic Stripe (Paint) | | | 1630 701C003 8.000 MILE| 400.00000 3200.00| 400.00000 3200.00| 400.00000 3200.00 Solid Temporary Traffic Stripe (Paint) | | | 1640 701G124 838.000 LF | 3.80000 3184.40| 3.80000 3184.40| 3.80000 3184.40 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 1650 701G128 420.000 LF | 2.35000 987.00| 2.35000 987.00| 2.35000 987.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -12 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 07014 |( 2 ) 23025 |( 3 ) 14003 |ELMO GREER & SONS, LLC |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1660 703A000 245.000 SQFT| 1.30000 318.50| 1.30000 318.50| 1.30000 318.50 Traffic Control Markings, Class 1, Type | | | A | | | 1670 703D002 489.000 SQFT| 1.30000 635.70| 1.30000 635.70| 1.30000 635.70 Temporary Traffic Control Markings | | | (Paint) | | | 1680 705A032 26.000 EACH| 5.00000 130.00| 5.00000 130.00| 5.00000 130.00 Pavement Markers, Class A-H, Type 1-B | | | 1690 705A037 102.000 EACH| 5.25000 535.50| 5.25000 535.50| 5.25000 535.50 Pavement Markers, Class A-H, Type 2-D | | | 1700 710A115 22.000 SQFT| 15.00000 330.00| 16.00000 352.00| 13.00000 286.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1710 710A126 30.000 SQFT| 16.00000 480.00| 15.00000 450.00| 15.00000 450.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1720 710B001 84.000 LF | 6.00000 504.00| 6.00000 504.00| 4.50000 378.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1730 713A000 28.000 LF | 100.00000 2800.00| 120.00000 3360.00| 110.00000 3080.00 Permanent Barricades | | | 1740 740B000 1030.000 SQFT| 8.00000 8240.00| 12.00000 12360.00| 12.00000 12360.00 Construction Signs | | | 1750 740D000 430.000 EACH| 60.00000 25800.00| 55.00000 23650.00| 40.00000 17200.00 Channelizing Drums | | | 1760 740E000 100.000 EACH| 10.00000 1000.00| 15.00000 1500.00| 0.01000 1.00 Cones (36 Inches High) | | | 1770 740F002 42.000 EACH| 210.00000 8820.00| 250.00000 10500.00| 250.00000 10500.00 Barricades, Type III | | | 1780 740I005 14.000 EACH| 77.00000 1078.00| 250.00000 3500.00| 450.00000 6300.00 Warning Lights, Type B (Detachable Head | | | 1790 740M001 100.000 EACH| 6.25000 625.00| 6.00000 600.00| 0.01000 1.00 Ballast For Cone | | | 1800 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 21,159,146.50| $ 21,451,919.33| $ 21,967,849.89 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 21,159,146.50| $ 21,451,919.33| $ 21,967,849.89 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -13 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 22010 |( 5 ) 18024 |( 6 ) 08016 |VECELLIO & GROGAN, INC. |RACON, INC. |HILL BROTHERS CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 890000.00000 890000.00| 515000.00000 515000.00| 750000.00000 750000.00 Clearing & Grubbing (Approximately 254 | | | Acres) | | | 0020 205A001 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 9 | | | 0110 206D000 843.000 LF | 3.80000 3203.40| 5.16000 4349.88| 15.00000 12645.00 Removing Pipe | | | 0120 206E000 6.000 EACH| 80.00000 480.00| 412.00000 2472.00| 750.00000 4500.00 Removing Headwalls | | | 0130 210A000 5722580.000 CUYD| 1.70000 9728386.00| 1.92000 10987353.60| 2.10000 12017418.00 Unclassified Excavation | | | 0140 214A000 45811.000 CUYD| 4.00000 183244.00| 7.50000 343582.50| 10.00000 458110.00 Structure Excavation | | | 0150 214B001 7305.000 CUYD| 23.00000 168015.00| 18.00000 131490.00| 25.00000 182625.00 Foundation Backfill, Commercial | | | 0160 215A000 1087.000 CUYD| 30.00000 32610.00| 8.50000 9239.50| 25.00000 27175.00 Unclassified Bridge Excavation | | | 0170 230A000 489.000 RBST| 430.00000 210270.00| 300.00000 146700.00| 425.00000 207825.00 Roadbed Processing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -14 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 22010 |( 5 ) 18024 |( 6 ) 08016 |VECELLIO & GROGAN, INC. |RACON, INC. |HILL BROTHERS CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0180 301A012 44174.000 SQYD| 4.90000 216452.60| 4.45000 196574.30| 5.00000 220870.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0190 401A000 38796.000 SQYD| 0.38000 14742.48| 0.35000 13578.60| 0.35000 13578.60 Bituminous Treatment A | | | 0200 401A011 6193.000 SQYD| 3.41000 21118.13| 2.91000 18021.63| 2.90000 17959.70 Bituminous Treatment AKG | | | 0210 401B108 22896.000 SQYD| 1.02000 23353.92| 0.86000 19690.56| 0.86000 19690.56 Bituminous Treatment G (With Polymer | | | Additive) | | | 0220 405A000 336.000 GAL | 1.23000 413.28| 1.25000 420.00| 1.25000 420.00 Tack Coat | | | 0230 424A360 1541.000 TON | 40.88000 62996.08| 36.82000 56739.62| 36.75000 56631.75 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 424A366 350.000 TON | 51.97000 18189.50| 36.82000 12887.00| 36.75000 12862.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B651 4819.000 TON | 32.77000 157918.63| 34.59000 166689.21| 34.50000 166255.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0260 424B655 16.000 TON | 88.25000 1412.00| 100.00000 1600.00| 100.00000 1600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B659 250.000 TON | 47.69000 11922.50| 34.59000 8647.50| 34.50000 8625.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424C360 498.000 TON | 38.60000 19222.80| 34.59000 17225.82| 34.50000 17181.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0290 430B003 208.000 TON | 23.00000 4784.00| 18.00000 3744.00| 14.50000 3016.00 Aggregate Surfacing (ALDOT#57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -15 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 22010 |( 5 ) 18024 |( 6 ) 08016 |VECELLIO & GROGAN, INC. |RACON, INC. |HILL BROTHERS CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0300 430B026 174.000 TON | 15.00000 2610.00| 18.00000 3132.00| 14.50000 2523.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0310 450B000 169.000 SQYD| 55.00000 9295.00| 55.00000 9295.00| 70.00000 11830.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0320 502A000 3102726.000 LB | 0.40000 1241090.40| 0.35500 1101467.73| 0.42000 1303144.92 Steel Reinforcement | | | 0330 502B000 LUMP| 75000.00000 75000.00| 50000.00000 50000.00| 66150.00000 66150.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 178+63.88, | | | Approximately | | | 0340 508A000 4240.000 LB | 2.50000 10600.00| 3.00000 12720.00| 2.50000 10600.00 Structural Steel | | | 0350 510A000 509.000 CUYD| 250.00000 127250.00| 250.00000 127250.00| 255.00000 129795.00 Bridge Substructure Concrete, Class A | | | 0360 510C051 LUMP| 325000.00000 325000.00| 241000.00000 241000.00| 255150.00000 255150.00 Bridge Concrete Superstructure, STA. | | | 178+63.88, Approximately | | | 0370 510E000 1888.000 SQYD| 2.50000 4720.00| 1.60000 3020.80| 6.00000 11328.00 Grooving Concrete Bridge Decks | | | 0380 511A004 56.000 EACH| 1000.00000 56000.00| 190.00000 10640.00| 275.00000 15400.00 Elastomeric Bearings, Type 4 | | | 0390 513B017 2352.000 LF | 150.00000 352800.00| 104.00000 244608.00| 99.00000 232848.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0400 524A011 16298.000 CUYD| 165.00000 2689170.00| 160.00000 2607680.00| 160.00000 2607680.00 Culvert Concrete (Cast In Place) | | | 0410 530A001 4363.000 LF | 22.00000 95986.00| 19.96000 87085.48| 22.00000 95986.00 18" Roadway Pipe (Class 3 R.C.) | | | 0420 530A002 1494.000 LF | 29.00000 43326.00| 25.36000 37887.84| 31.00000 46314.00 24" Roadway Pipe (Class 3 R.C.) | | | 0430 530A004 136.000 LF | 49.00000 6664.00| 42.39000 5765.04| 55.00000 7480.00 36" Roadway Pipe (Class 3 R.C.) | | | 0440 530A005 33.000 LF | 84.00000 2772.00| 52.85000 1744.05| 68.00000 2244.00 42" Roadway Pipe (Class 3 R.C.) | | | 0450 530A009 227.000 LF | 135.00000 30645.00| 120.70000 27398.90| 144.00000 32688.00 66" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -16 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 22010 |( 5 ) 18024 |( 6 ) 08016 |VECELLIO & GROGAN, INC. |RACON, INC. |HILL BROTHERS CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0460 530A014 225.000 LF | 42.00000 9450.00| 38.45000 8651.25| 47.00000 10575.00 30" Roadway Pipe (Class 4 R.C.) | | | 0470 530A016 665.000 LF | 68.00000 45220.00| 76.98000 51191.70| 85.00000 56525.00 42" Roadway Pipe (Class 4 R.C.) | | | 0480 530A022 300.000 LF | 25.00000 7500.00| 19.96000 5988.00| 22.00000 6600.00 15" Roadway Pipe (Class 5 R.C.) | | | 0490 530A025 202.000 LF | 46.00000 9292.00| 41.55000 8393.10| 57.00000 11514.00 30" Roadway Pipe (Class 5 R.C.) | | | 0500 530A026 291.000 LF | 67.00000 19497.00| 64.04000 18635.64| 70.00000 20370.00 36" Roadway Pipe (Class 5 R.C.) | | | 0510 530A027 600.000 LF | 77.00000 46200.00| 69.80000 41880.00| 92.00000 55200.00 42" Roadway Pipe (Class 5 R.C.) | | | 0520 530A028 642.000 LF | 94.00000 60348.00| 84.20000 54056.40| 108.00000 69336.00 48" Roadway Pipe (Class 5 R.C.) | | | 0530 530A029 91.000 LF | 111.00000 10101.00| 98.83000 8993.53| 143.00000 13013.00 54" Roadway Pipe (Class 5 R.C.) | | | 0540 530A030 96.000 LF | 125.00000 12000.00| 119.41000 11463.36| 165.00000 15840.00 60" Roadway Pipe (Class 5 R.C.) | | | 0550 530A101 21.000 LF | 68.00000 1428.00| 43.50000 913.50| 22.00000 462.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0560 530A212 1082.000 LF | 25.00000 27050.00| 20.79000 22494.78| 22.00000 23804.00 18" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0570 530A213 368.000 LF | 34.00000 12512.00| 25.85000 9512.80| 30.00000 11040.00 24" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0580 530A216 189.000 LF | 60.00000 11340.00| 38.55000 7285.95| 50.00000 9450.00 42" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0590 530A217 165.000 LF | 68.00000 11220.00| 42.59000 7027.35| 57.00000 9405.00 48" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0600 530A369 638.000 LF | 126.00000 80388.00| 128.31000 81861.78| 144.00000 91872.00 60" Roadway Pipe, Class C-1 Bedding | | | (Class 4 R.C.) | | | 0610 530A377 142.000 LF | 88.00000 12496.00| 87.38000 12407.96| 104.00000 14768.00 42" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0620 530A379 123.000 LF | 125.00000 15375.00| 120.42000 14811.66| 154.00000 18942.00 54" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -17 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 22010 |( 5 ) 18024 |( 6 ) 08016 |VECELLIO & GROGAN, INC. |RACON, INC. |HILL BROTHERS CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0630 530A380 514.000 LF | 131.00000 67334.00| 152.75000 78513.50| 176.00000 90464.00 60" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0640 530A494 212.000 LF | 29.00000 6148.00| 19.84000 4206.08| 20.00000 4240.00 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0650 530A799 35.000 LF | 28.00000 980.00| 31.05000 1086.75| 25.00000 875.00 15" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0660 530A800 36.000 LF | 22.00000 792.00| 25.09000 903.24| 19.00000 684.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0670 530B005 105.000 LF | 96.00000 10080.00| 89.96000 9445.80| 101.00000 10605.00 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0680 530B006 410.000 LF | 119.00000 48790.00| 102.88000 42180.80| 121.00000 49610.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0690 530B007 1194.000 LF | 132.00000 157608.00| 122.83000 146659.02| 144.00000 171936.00 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0700 530B098 258.000 LF | 228.00000 58824.00| 213.76000 55150.08| 237.00000 61146.00 65"Span x 40" Rise Roadway Pipe(Class 5 | | | R.C.) | | | 0710 535A000 35.000 LF | 25.00000 875.00| 13.76000 481.60| 17.00000 595.00 15" Side Drain Pipe | | | 0720 535A001 742.000 LF | 18.00000 13356.00| 15.76000 11693.92| 18.00000 13356.00 18" Side Drain Pipe | | | 0730 600A000 LUMP| 1044575.00000 1044575.00| 1866193.40000 1866193.40| 200000.00000 200000.00 Mobilization | | | 0740 602A000 46.000 EACH| 85.00000 3910.00| 75.00000 3450.00| 70.00000 3220.00 Right Of Way Markers | | | 0750 602B000 2.000 EACH| 170.00000 340.00| 125.00000 250.00| 75.00000 150.00 Land Survey Markers | | | 0760 602C000 6.000 EACH| 148.00000 888.00| 150.00000 900.00| 125.00000 750.00 Permanent Easement Marker | | | 0770 606A000 1500.000 LF | 10.00000 15000.00| 8.16000 12240.00| 7.00000 10500.00 6" Underdrain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -18 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 22010 |( 5 ) 18024 |( 6 ) 08016 |VECELLIO & GROGAN, INC. |RACON, INC. |HILL BROTHERS CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0780 610C001 32224.000 TON | 25.00000 805600.00| 15.75000 507528.00| 15.00000 483360.00 Loose Riprap, Class 2 | | | 0790 610C002 14979.000 TON | 27.00000 404433.00| 15.75000 235919.25| 15.00000 224685.00 Loose Riprap, Class 3 | | | 0800 610D000 34037.000 SQYD| 1.00000 34037.00| 2.00000 68074.00| 2.00000 68074.00 Filter Blanket | | | 0810 614A000 1560.000 CUYD| 195.00000 304200.00| 175.00000 273000.00| 200.00000 312000.00 Slope Paving | | | 0820 614A001 112.000 CUYD| 225.00000 25200.00| 250.00000 28000.00| 235.00000 26320.00 Slope Paving (Under Bridges) | | | 0830 619A002 27.000 EACH| 400.00000 10800.00| 543.25000 14667.75| 500.00000 13500.00 18" Roadway Pipe End Treatment, Class 1 | | | 0840 619A003 8.000 EACH| 400.00000 3200.00| 611.71000 4893.68| 610.00000 4880.00 24" Roadway Pipe End Treatment, Class 1 | | | 0850 619A004 1.000 EACH| 500.00000 500.00| 792.18000 792.18| 840.00000 840.00 30" Roadway Pipe End Treatment, Class 1 | | | 0860 619A005 3.000 EACH| 600.00000 1800.00| 991.33000 2973.99| 1075.00000 3225.00 36" Roadway Pipe End Treatment, Class 1 | | | 0870 619A006 2.000 EACH| 700.00000 1400.00| 1234.04000 2468.08| 1375.00000 2750.00 42" Roadway Pipe End Treatment, Class 1 | | | 0880 619A007 1.000 EACH| 750.00000 750.00| 1689.25000 1689.25| 1800.00000 1800.00 48" Roadway Pipe End Treatment, Class 1 | | | 0890 619A009 3.000 EACH| 1000.00000 3000.00| 2487.70000 7463.10| 2550.00000 7650.00 60" Roadway Pipe End Treatment, Class 1 | | | 0900 619A010 3.000 EACH| 1200.00000 3600.00| 2998.00000 8994.00| 3100.00000 9300.00 66" Roadway Pipe End Treatment, Class 1 | | | 0910 619A100 2.000 EACH| 400.00000 800.00| 487.24000 974.48| 500.00000 1000.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0920 619A101 16.000 EACH| 400.00000 6400.00| 543.25000 8692.00| 500.00000 8000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0930 619B021 1.000 EACH| 750.00000 750.00| 1876.85000 1876.85| 2000.00000 2000.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0940 619B022 1.000 EACH| 1000.00000 1000.00| 2281.36000 2281.36| 2300.00000 2300.00 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -19 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 22010 |( 5 ) 18024 |( 6 ) 08016 |VECELLIO & GROGAN, INC. |RACON, INC. |HILL BROTHERS CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0950 619B272 3.000 EACH| 1600.00000 4800.00| 4562.73000 13688.19| 4750.00000 14250.00 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0960 620A000 4.000 CUYD| 750.00000 3000.00| 750.00000 3000.00| 1300.00000 5200.00 Minor Structure Concrete | | | 0970 621A004 6.000 EACH| 4000.00000 24000.00| 4464.57000 26787.42| 3040.00000 18240.00 Junction Boxes, Type 4 | | | 0980 621A005 13.000 EACH| 2200.00000 28600.00| 1773.62000 23057.06| 1825.00000 23725.00 Junction Boxes, Type 1 | | | 0990 621A010 13.000 EACH| 3000.00000 39000.00| 1693.96000 22021.48| 2450.00000 31850.00 Junction Boxes, Type 3 | | | 1000 621A058 14.000 EACH| 4000.00000 56000.00| 2693.81000 37713.34| 2635.00000 36890.00 Junction Boxes, Type 3 (Modified) | | | 1010 621B004 9.000 EACH| 800.00000 7200.00| 858.98000 7730.82| 510.00000 4590.00 Junction Box Units, Type 4 | | | 1020 621B005 11.000 EACH| 500.00000 5500.00| 601.66000 6618.26| 305.00000 3355.00 Junction Box Units, Type 1 | | | 1030 621C006 2.000 EACH| 4500.00000 9000.00| 3961.38000 7922.76| 4050.00000 8100.00 Inlets, Type KL | | | 1040 621C020 37.000 EACH| 2000.00000 74000.00| 1816.74000 67219.38| 1825.00000 67525.00 Inlets, Type Y | | | 1050 621C027 2.000 EACH| 1750.00000 3500.00| 1872.83000 3745.66| 1825.00000 3650.00 Inlets, Type C | | | 1060 621C032 1.000 EACH| 2000.00000 2000.00| 1488.63000 1488.63| 2450.00000 2450.00 Inlets, Type C (Modified) | | | 1070 621C037 2.000 EACH| 5500.00000 11000.00| 2730.79000 5461.58| 3550.00000 7100.00 Inlets, Type AB (Modified) | | | 1080 621C101 2.000 EACH| 3000.00000 6000.00| 2085.72000 4171.44| 4600.00000 9200.00 Inlets, Type GH (Modified) | | | 1090 621C156 1.000 EACH| 4250.00000 4250.00| 2418.72000 2418.72| 4600.00000 4600.00 Inlets, Type KL(Modified) | | | 1100 621D002 2.000 EACH| 500.00000 1000.00| 346.96000 693.92| 305.00000 610.00 Inlet Units, Type C | | | 1110 621D006 2.000 EACH| 1000.00000 2000.00| 574.25000 1148.50| 510.00000 1020.00 Inlet Units, Type KL | | | 1120 621D019 64.000 EACH| 500.00000 32000.00| 560.74000 35887.36| 305.00000 19520.00 Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -20 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 22010 |( 5 ) 18024 |( 6 ) 08016 |VECELLIO & GROGAN, INC. |RACON, INC. |HILL BROTHERS CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1130 621I000 1.000 EACH| 5000.00000 5000.00| 3887.53000 3887.53| 3040.00000 3040.00 Stilling Basins, Type 00 | | | 1140 621I001 1.000 EACH| 7000.00000 7000.00| 4579.20000 4579.20| 3500.00000 3500.00 Stilling Basins, Type 1 | | | 1150 621I002 1.000 EACH| 9000.00000 9000.00| 6955.58000 6955.58| 5700.00000 5700.00 Stilling Basins, Type 2 | | | 1160 621I003 2.000 EACH| 12000.00000 24000.00| 7873.99000 15747.98| 6600.00000 13200.00 Stilling Basins, Type 3 | | | 1170 621I004 2.000 EACH| 15500.00000 31000.00| 12372.56000 24745.12| 9500.00000 19000.00 Stilling Basins, Type 4 | | | 1180 621I006 2.000 EACH| 24500.00000 49000.00| 20246.16000 40492.32| 15250.00000 30500.00 Stilling Basins, Type 6 | | | 1190 621I007 1.000 EACH| 32000.00000 32000.00| 32541.77000 32541.77| 25000.00000 25000.00 Stilling Basins, Type 7 | | | 1200 621I008 1.000 EACH| 40000.00000 40000.00| 46528.43000 46528.43| 36500.00000 36500.00 Stilling Basins, Type 8 | | | 1210 630A001 100.000 LF | 12.50000 1250.00| 12.50000 1250.00| 12.50000 1250.00 Steel Beam Guardrail, Class A, Type 2 | | | 1220 630C003 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1098.00000 4392.00 Guardrail End Anchor, Type 13 | | | 1230 630C070 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1247.00000 4988.00 Guardrail End Anchor, Type 10 Series | | | 1240 635A001 37631.000 LF | 3.10000 116656.10| 3.10000 116656.10| 3.10000 116656.10 Woven Wire Fence (Metal Post) | | | 1250 635B001 11.000 EACH| 650.00000 7150.00| 589.00000 6479.00| 588.00000 6468.00 Gate, 14 Feet Wide | | | 1260 641A001 1200.000 LF | 15.50000 18600.00| 8.50000 10200.00| 8.50000 10200.00 3/4 Inch Copper Water Pipe Laid (Type K | | | 1270 641A046 20.000 LF | 96.20000 1924.00| 30.00000 600.00| 30.00000 600.00 2 Inch P.V.C. Water Main Laid | | | 1280 641A047 20.000 LF | 115.00000 2300.00| 35.00000 700.00| 35.00000 700.00 4 Inch P.V.C. Water Main Laid | | | 1290 641A049 2020.000 LF | 34.80000 70296.00| 13.50000 27270.00| 13.50000 27270.00 6 Inch P.V.C. Water Main Laid | | | 1300 641A053 5000.000 LF | 39.85000 199250.00| 17.00000 85000.00| 17.00000 85000.00 10 Inch P.V.C. Water Main Laid | | | 1310 641A080 20.000 LF | 59.00000 1180.00| 75.00000 1500.00| 75.00000 1500.00 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -21 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 22010 |( 5 ) 18024 |( 6 ) 08016 |VECELLIO & GROGAN, INC. |RACON, INC. |HILL BROTHERS CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1320 641A093 1320.000 LF | 45.00000 59400.00| 35.00000 46200.00| 35.00000 46200.00 10"D.I. Water Main Laid (Mechanical | | | Joint) | | | 1330 642A000 1.000 EACH| 1970.00000 1970.00| 1800.00000 1800.00| 1796.00000 1796.00 Fire Hydrant Reset | | | 1340 643A000 12.000 EACH| 905.00000 10860.00| 250.00000 3000.00| 250.00000 3000.00 Water Meters Reset | | | 1350 649A046 550.000 LF | 120.00000 66000.00| 170.00000 93500.00| 170.00000 93500.00 20 Inch Encasement Pipe, Type 1 | | | Installation | | | 1360 649A054 690.000 LF | 105.00000 72450.00| 215.00000 148350.00| 215.00000 148350.00 20 Inch Encasement Pipe, Type 1A | | | Installation | | | 1370 650B000 59859.000 CUYD| 2.00000 119718.00| 2.00000 119718.00| 1.75000 104753.25 Topsoil From Stockpiles | | | 1380 651B000 140.000 TON | 31.50000 4410.00| 31.50000 4410.00| 31.50000 4410.00 Agricultural Limestone | | | 1390 651C002 84.000 TON | 190.00000 15960.00| 190.00000 15960.00| 190.00000 15960.00 13-13-13 Commercial Fertilizer | | | 1400 652A050 22.000 ACRE| 425.00000 9350.00| 425.00000 9350.00| 424.00000 9328.00 Seeding (Mix 1A) | | | 1410 652A053 90.000 ACRE| 425.50000 38295.00| 425.50000 38295.00| 425.00000 38250.00 Seeding (Mix 1E) | | | 1420 652B050 112.000 ACRE| 341.25000 38220.00| 341.25000 38220.00| 341.00000 38192.00 Temporary Seeding (Mix 1AT) | | | 1430 652D050 112.000 ACRE| 577.50000 64680.00| 577.50000 64680.00| 577.00000 64624.00 Seeding In Stubble (Mix 1A) | | | 1440 654A000 1770.000 SQYD| 3.25000 5752.50| 3.25000 5752.50| 3.30000 5841.00 Solid Sodding | | | 1450 656A000 22.000 ACRE| 420.00000 9240.00| 420.00000 9240.00| 419.00000 9218.00 Mulching, Class A, Type 1 | | | 1460 656A001 90.000 ACRE| 630.00000 56700.00| 630.00000 56700.00| 629.00000 56610.00 Mulching, Class A, Type 2 | | | 1470 658A001 112.000 ACRE| 861.00000 96432.00| 861.00000 96432.00| 859.00000 96208.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1480 658B000 10000.000 SQYD| 0.80000 8000.00| 0.80000 8000.00| 0.80000 8000.00 Hydraulically Applied Wood Fiber | | | Matrix Erosion Control System | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -22 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 22010 |( 5 ) 18024 |( 6 ) 08016 |VECELLIO & GROGAN, INC. |RACON, INC. |HILL BROTHERS CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1490 659A000 1500.000 SQYD| 1.85000 2775.00| 1.85000 2775.00| 1.90000 2850.00 Erosion Control Netting, Class A | | | 1500 659A002 24674.000 SQYD| 4.00000 98696.00| 4.00000 98696.00| 4.00000 98696.00 Erosion Control Netting, Class C1 | | | 1510 665A000 64.000 ACRE| 315.00000 20160.00| 315.00000 20160.00| 315.00000 20160.00 Temporary Seeding | | | 1520 665B000 64.000 ACRE| 315.00000 20160.00| 315.00000 20160.00| 315.00000 20160.00 Temporary Mulching | | | 1530 665C000 3808.000 LF | 15.50000 59024.00| 5.00000 19040.00| 12.00000 45696.00 15" Temporary Pipe | | | 1540 665F000 1936.000 EACH| 12.50000 24200.00| 5.00000 9680.00| 6.00000 11616.00 Hay Bales | | | 1550 665I000 6614.000 TON | 25.00000 165350.00| 16.00000 105824.00| 5.00000 33070.00 Temporary Riprap, Class 2 | | | 1560 665J000 69287.000 LF | 3.00000 207861.00| 2.14000 148274.18| 1.75000 121252.25 Silt Fence, Type A | | | 1570 665K000 800.000 CUYD| 7.00000 5600.00| 5.00000 4000.00| 5.00000 4000.00 Drainage Sump Excavation | | | 1580 680A000 LUMP| 268000.00000 268000.00| 85065.69000 85065.69| 275000.00000 275000.00 Engineering Controls | | | 1590 701A004 4.000 MILE| 340.00000 1360.00| 340.00000 1360.00| 340.00000 1360.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1600 701A008 2.000 MILE| 225.00000 450.00| 225.00000 450.00| 225.00000 450.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 1610 701A012 3.000 MILE| 320.00000 960.00| 320.00000 960.00| 320.00000 960.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1620 701C002 4.000 MILE| 400.00000 1600.00| 400.00000 1600.00| 399.00000 1596.00 Broken Temporary Traffic Stripe (Paint) | | | 1630 701C003 8.000 MILE| 400.00000 3200.00| 400.00000 3200.00| 399.00000 3192.00 Solid Temporary Traffic Stripe (Paint) | | | 1640 701G124 838.000 LF | 3.80000 3184.40| 3.80000 3184.40| 3.80000 3184.40 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 1650 701G128 420.000 LF | 2.35000 987.00| 2.35000 987.00| 2.40000 1008.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -23 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 22010 |( 5 ) 18024 |( 6 ) 08016 |VECELLIO & GROGAN, INC. |RACON, INC. |HILL BROTHERS CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1660 703A000 245.000 SQFT| 1.30000 318.50| 1.30000 318.50| 1.30000 318.50 Traffic Control Markings, Class 1, Type | | | A | | | 1670 703D002 489.000 SQFT| 1.30000 635.70| 1.30000 635.70| 1.30000 635.70 Temporary Traffic Control Markings | | | (Paint) | | | 1680 705A032 26.000 EACH| 5.00000 130.00| 5.00000 130.00| 5.00000 130.00 Pavement Markers, Class A-H, Type 1-B | | | 1690 705A037 102.000 EACH| 5.25000 535.50| 5.25000 535.50| 5.30000 540.60 Pavement Markers, Class A-H, Type 2-D | | | 1700 710A115 22.000 SQFT| 13.00000 286.00| 13.00000 286.00| 15.80000 347.60 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1710 710A126 30.000 SQFT| 15.00000 450.00| 15.00000 450.00| 18.90000 567.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1720 710B001 84.000 LF | 4.50000 378.00| 4.50000 378.00| 6.30000 529.20 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1730 713A000 28.000 LF | 95.00000 2660.00| 95.00000 2660.00| 94.80000 2654.40 Permanent Barricades | | | 1740 740B000 1030.000 SQFT| 7.00000 7210.00| 7.00000 7210.00| 7.40000 7622.00 Construction Signs | | | 1750 740D000 430.000 EACH| 50.00000 21500.00| 50.00000 21500.00| 73.50000 31605.00 Channelizing Drums | | | 1760 740E000 100.000 EACH| 17.50000 1750.00| 1.00000 100.00| 10.40000 1040.00 Cones (36 Inches High) | | | 1770 740F002 42.000 EACH| 150.00000 6300.00| 150.00000 6300.00| 236.30000 9924.60 Barricades, Type III | | | 1780 740I005 14.000 EACH| 850.00000 11900.00| 850.00000 11900.00| 766.50000 10731.00 Warning Lights, Type B (Detachable Head | | | 1790 740M001 100.000 EACH| 15.00000 1500.00| 1.00000 100.00| 6.60000 660.00 Ballast For Cone | | | 1800 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 22,829,273.42| $ 23,043,555.50| $ 23,385,616.13 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 22,829,273.42| $ 23,043,555.50| $ 23,385,616.13 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -24 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 10016 |( 8 ) 30002 |( ) |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1900000.00000 1900000.00| 1860000.00000 1860000.00| Clearing & Grubbing (Approximately 254 | | | Acres) | | | 0020 205A001 1.000 EACH| 1.00000 1.00| 1100.00000 1100.00| Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1.00000 1.00| 1100.00000 1100.00| Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1.00000 1.00| 1100.00000 1100.00| Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 1.00000 1.00| 200.00000 200.00| Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 1.00000 1.00| 1.00000 1.00| Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 1.00000 1.00| 800.00000 800.00| Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 1.00000 1.00| 350.00000 350.00| Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 1.00000 1.00| 350.00000 350.00| Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 1.00000 1.00| 50.00000 50.00| Removal Of Structures, Structure No. 9 | | | 0110 206D000 843.000 LF | 8.00000 6744.00| 9.50000 8008.50| Removing Pipe | | | 0120 206E000 6.000 EACH| 150.00000 900.00| 125.00000 750.00| Removing Headwalls | | | 0130 210A000 5722580.000 CUYD| 1.97000 11273482.60| 2.60000 14878708.00| Unclassified Excavation | | | 0140 214A000 45811.000 CUYD| 6.00000 274866.00| 6.00000 274866.00| Structure Excavation | | | 0150 214B001 7305.000 CUYD| 21.00000 153405.00| 26.50000 193582.50| Foundation Backfill, Commercial | | | 0160 215A000 1087.000 CUYD| 8.50000 9239.50| 48.00000 52176.00| Unclassified Bridge Excavation | | | 0170 230A000 489.000 RBST| 390.00000 190710.00| 425.00000 207825.00| Roadbed Processing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -25 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 10016 |( 8 ) 30002 |( ) |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0180 301A012 44174.000 SQYD| 4.90000 216452.60| 5.00000 220870.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0190 401A000 38796.000 SQYD| 0.38000 14742.48| 1.25000 48495.00| Bituminous Treatment A | | | 0200 401A011 6193.000 SQYD| 3.41000 21118.13| 2.56000 15854.08| Bituminous Treatment AKG | | | 0210 401B108 22896.000 SQYD| 1.02000 23353.92| 0.86000 19690.56| Bituminous Treatment G (With Polymer | | | Additive) | | | 0220 405A000 336.000 GAL | 1.23000 413.28| 1.25000 420.00| Tack Coat | | | 0230 424A360 1541.000 TON | 40.88000 62996.08| 36.82000 56739.62| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 424A366 350.000 TON | 51.97000 18189.50| 36.82000 12887.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B651 4819.000 TON | 32.77000 157918.63| 34.59000 166689.21| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0260 424B655 16.000 TON | 88.25000 1412.00| 100.00000 1600.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B659 250.000 TON | 47.69000 11922.50| 34.59000 8647.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424C360 498.000 TON | 38.60000 19222.80| 34.59000 17225.82| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0290 430B003 208.000 TON | 20.00000 4160.00| 13.25000 2756.00| Aggregate Surfacing (ALDOT#57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -26 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 10016 |( 8 ) 30002 |( ) |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0300 430B026 174.000 TON | 20.00000 3480.00| 13.25000 2305.50| Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0310 450B000 169.000 SQYD| 75.00000 12675.00| 65.00000 10985.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0320 502A000 3102726.000 LB | 0.35000 1085954.10| 0.39000 1210063.14| Steel Reinforcement | | | 0330 502B000 LUMP| 50000.00000 50000.00| 52630.00000 52630.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 178+63.88, | | | Approximately | | | 0340 508A000 4240.000 LB | 3.00000 12720.00| 3.16000 13398.40| Structural Steel | | | 0350 510A000 509.000 CUYD| 250.00000 127250.00| 263.15000 133943.35| Bridge Substructure Concrete, Class A | | | 0360 510C051 LUMP| 241000.00000 241000.00| 253765.00000 253765.00| Bridge Concrete Superstructure, STA. | | | 178+63.88, Approximately | | | 0370 510E000 1888.000 SQYD| 1.60000 3020.80| 1.68000 3171.84| Grooving Concrete Bridge Decks | | | 0380 511A004 56.000 EACH| 190.00000 10640.00| 200.00000 11200.00| Elastomeric Bearings, Type 4 | | | 0390 513B017 2352.000 LF | 104.00000 244608.00| 109.50000 257544.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0400 524A011 16298.000 CUYD| 160.00000 2607680.00| 150.00000 2444700.00| Culvert Concrete (Cast In Place) | | | 0410 530A001 4363.000 LF | 18.00000 78534.00| 20.00000 87260.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0420 530A002 1494.000 LF | 25.00000 37350.00| 29.00000 43326.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0430 530A004 136.000 LF | 45.00000 6120.00| 51.00000 6936.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0440 530A005 33.000 LF | 65.00000 2145.00| 63.00000 2079.00| 42" Roadway Pipe (Class 3 R.C.) | | | 0450 530A009 227.000 LF | 140.00000 31780.00| 135.00000 30645.00| 66" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -27 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 10016 |( 8 ) 30002 |( ) |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0460 530A014 225.000 LF | 37.00000 8325.00| 43.00000 9675.00| 30" Roadway Pipe (Class 4 R.C.) | | | 0470 530A016 665.000 LF | 61.00000 40565.00| 78.00000 51870.00| 42" Roadway Pipe (Class 4 R.C.) | | | 0480 530A022 300.000 LF | 18.00000 5400.00| 18.00000 5400.00| 15" Roadway Pipe (Class 5 R.C.) | | | 0490 530A025 202.000 LF | 41.00000 8282.00| 52.00000 10504.00| 30" Roadway Pipe (Class 5 R.C.) | | | 0500 530A026 291.000 LF | 60.00000 17460.00| 64.00000 18624.00| 36" Roadway Pipe (Class 5 R.C.) | | | 0510 530A027 600.000 LF | 67.00000 40200.00| 84.00000 50400.00| 42" Roadway Pipe (Class 5 R.C.) | | | 0520 530A028 642.000 LF | 88.00000 56496.00| 98.00000 62916.00| 48" Roadway Pipe (Class 5 R.C.) | | | 0530 530A029 91.000 LF | 105.00000 9555.00| 129.00000 11739.00| 54" Roadway Pipe (Class 5 R.C.) | | | 0540 530A030 96.000 LF | 125.00000 12000.00| 149.00000 14304.00| 60" Roadway Pipe (Class 5 R.C.) | | | 0550 530A101 21.000 LF | 50.00000 1050.00| 20.00000 420.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0560 530A212 1082.000 LF | 24.00000 25968.00| 23.00000 24886.00| 18" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0570 530A213 368.000 LF | 47.00000 17296.00| 31.00000 11408.00| 24" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0580 530A216 189.000 LF | 44.00000 8316.00| 53.00000 10017.00| 42" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0590 530A217 165.000 LF | 57.00000 9405.00| 60.00000 9900.00| 48" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0600 530A369 638.000 LF | 130.00000 82940.00| 138.00000 88044.00| 60" Roadway Pipe, Class C-1 Bedding | | | (Class 4 R.C.) | | | 0610 530A377 142.000 LF | 77.00000 10934.00| 96.00000 13632.00| 42" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0620 530A379 123.000 LF | 121.00000 14883.00| 145.00000 17835.00| 54" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -28 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 10016 |( 8 ) 30002 |( ) |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0630 530A380 514.000 LF | 155.00000 79670.00| 171.00000 87894.00| 60" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0640 530A494 212.000 LF | 28.00000 5936.00| 18.00000 3816.00| 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0650 530A799 35.000 LF | 29.00000 1015.00| 19.00000 665.00| 15" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0660 530A800 36.000 LF | 28.00000 1008.00| 17.00000 612.00| 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0670 530B005 105.000 LF | 89.00000 9345.00| 92.00000 9660.00| 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0680 530B006 410.000 LF | 105.00000 43050.00| 110.00000 45100.00| 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0690 530B007 1194.000 LF | 130.00000 155220.00| 130.00000 155220.00| 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0700 530B098 258.000 LF | 210.00000 54180.00| 211.00000 54438.00| 65"Span x 40" Rise Roadway Pipe(Class 5 | | | R.C.) | | | 0710 535A000 35.000 LF | 17.00000 595.00| 14.00000 490.00| 15" Side Drain Pipe | | | 0720 535A001 742.000 LF | 18.00000 13356.00| 18.00000 13356.00| 18" Side Drain Pipe | | | 0730 600A000 LUMP| 1752000.00000 1752000.00| 100000.00000 100000.00| Mobilization | | | 0740 602A000 46.000 EACH| 85.00000 3910.00| 50.00000 2300.00| Right Of Way Markers | | | 0750 602B000 2.000 EACH| 275.00000 550.00| 50.00000 100.00| Land Survey Markers | | | 0760 602C000 6.000 EACH| 130.00000 780.00| 150.00000 900.00| Permanent Easement Marker | | | 0770 606A000 1500.000 LF | 10.00000 15000.00| 9.50000 14250.00| 6" Underdrain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -29 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 10016 |( 8 ) 30002 |( ) |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0780 610C001 32224.000 TON | 15.00000 483360.00| 21.00000 676704.00| Loose Riprap, Class 2 | | | 0790 610C002 14979.000 TON | 15.00000 224685.00| 21.00000 314559.00| Loose Riprap, Class 3 | | | 0800 610D000 34037.000 SQYD| 1.00000 34037.00| 2.00000 68074.00| Filter Blanket | | | 0810 614A000 1560.000 CUYD| 200.00000 312000.00| 200.00000 312000.00| Slope Paving | | | 0820 614A001 112.000 CUYD| 225.00000 25200.00| 235.00000 26320.00| Slope Paving (Under Bridges) | | | 0830 619A002 27.000 EACH| 400.00000 10800.00| 650.00000 17550.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0840 619A003 8.000 EACH| 450.00000 3600.00| 750.00000 6000.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0850 619A004 1.000 EACH| 500.00000 500.00| 850.00000 850.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0860 619A005 3.000 EACH| 600.00000 1800.00| 950.00000 2850.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0870 619A006 2.000 EACH| 650.00000 1300.00| 1050.00000 2100.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0880 619A007 1.000 EACH| 800.00000 800.00| 1125.00000 1125.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0890 619A009 3.000 EACH| 1000.00000 3000.00| 1286.00000 3858.00| 60" Roadway Pipe End Treatment, Class 1 | | | 0900 619A010 3.000 EACH| 1200.00000 3600.00| 1456.00000 4368.00| 66" Roadway Pipe End Treatment, Class 1 | | | 0910 619A100 2.000 EACH| 350.00000 700.00| 750.00000 1500.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0920 619A101 16.000 EACH| 375.00000 6000.00| 950.00000 15200.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0930 619B021 1.000 EACH| 715.00000 715.00| 1865.00000 1865.00| 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0940 619B022 1.000 EACH| 850.00000 850.00| 1950.00000 1950.00| 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -30 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 10016 |( 8 ) 30002 |( ) |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0950 619B272 3.000 EACH| 1365.00000 4095.00| 2850.00000 8550.00| 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0960 620A000 4.000 CUYD| 1200.00000 4800.00| 600.00000 2400.00| Minor Structure Concrete | | | 0970 621A004 6.000 EACH| 5000.00000 30000.00| 3000.00000 18000.00| Junction Boxes, Type 4 | | | 0980 621A005 13.000 EACH| 1750.00000 22750.00| 1800.00000 23400.00| Junction Boxes, Type 1 | | | 0990 621A010 13.000 EACH| 800.00000 10400.00| 2400.00000 31200.00| Junction Boxes, Type 3 | | | 1000 621A058 14.000 EACH| 1000.00000 14000.00| 2600.00000 36400.00| Junction Boxes, Type 3 (Modified) | | | 1010 621B004 9.000 EACH| 1835.00000 16515.00| 500.00000 4500.00| Junction Box Units, Type 4 | | | 1020 621B005 11.000 EACH| 405.00000 4455.00| 300.00000 3300.00| Junction Box Units, Type 1 | | | 1030 621C006 2.000 EACH| 4000.00000 8000.00| 4000.00000 8000.00| Inlets, Type KL | | | 1040 621C020 37.000 EACH| 1250.00000 46250.00| 1800.00000 66600.00| Inlets, Type Y | | | 1050 621C027 2.000 EACH| 925.00000 1850.00| 1800.00000 3600.00| Inlets, Type C | | | 1060 621C032 1.000 EACH| 581.00000 581.00| 2400.00000 2400.00| Inlets, Type C (Modified) | | | 1070 621C037 2.000 EACH| 2811.00000 5622.00| 3500.00000 7000.00| Inlets, Type AB (Modified) | | | 1080 621C101 2.000 EACH| 1900.00000 3800.00| 4500.00000 9000.00| Inlets, Type GH (Modified) | | | 1090 621C156 1.000 EACH| 2347.00000 2347.00| 4500.00000 4500.00| Inlets, Type KL(Modified) | | | 1100 621D002 2.000 EACH| 250.00000 500.00| 300.00000 600.00| Inlet Units, Type C | | | 1110 621D006 2.000 EACH| 455.00000 910.00| 500.00000 1000.00| Inlet Units, Type KL | | | 1120 621D019 64.000 EACH| 305.00000 19520.00| 300.00000 19200.00| Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -31 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 10016 |( 8 ) 30002 |( ) |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1130 621I000 1.000 EACH| 3800.00000 3800.00| 3000.00000 3000.00| Stilling Basins, Type 00 | | | 1140 621I001 1.000 EACH| 4300.00000 4300.00| 3465.00000 3465.00| Stilling Basins, Type 1 | | | 1150 621I002 1.000 EACH| 6300.00000 6300.00| 5610.00000 5610.00| Stilling Basins, Type 2 | | | 1160 621I003 2.000 EACH| 7300.00000 14600.00| 6500.00000 13000.00| Stilling Basins, Type 3 | | | 1170 621I004 2.000 EACH| 11800.00000 23600.00| 9300.00000 18600.00| Stilling Basins, Type 4 | | | 1180 621I006 2.000 EACH| 19000.00000 38000.00| 15000.00000 30000.00| Stilling Basins, Type 6 | | | 1190 621I007 1.000 EACH| 30000.00000 30000.00| 24500.00000 24500.00| Stilling Basins, Type 7 | | | 1200 621I008 1.000 EACH| 35000.00000 35000.00| 36000.00000 36000.00| Stilling Basins, Type 8 | | | 1210 630A001 100.000 LF | 12.50000 1250.00| 12.50000 1250.00| Steel Beam Guardrail, Class A, Type 2 | | | 1220 630C003 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| Guardrail End Anchor, Type 13 | | | 1230 630C070 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| Guardrail End Anchor, Type 10 Series | | | 1240 635A001 37631.000 LF | 3.10000 116656.10| 3.10000 116656.10| Woven Wire Fence (Metal Post) | | | 1250 635B001 11.000 EACH| 589.00000 6479.00| 5.89000 64.79| Gate, 14 Feet Wide | | | 1260 641A001 1200.000 LF | 9.00000 10800.00| 8.50000 10200.00| 3/4 Inch Copper Water Pipe Laid (Type K | | | 1270 641A046 20.000 LF | 50.00000 1000.00| 30.00000 600.00| 2 Inch P.V.C. Water Main Laid | | | 1280 641A047 20.000 LF | 60.00000 1200.00| 35.00000 700.00| 4 Inch P.V.C. Water Main Laid | | | 1290 641A049 2020.000 LF | 14.00000 28280.00| 13.50000 27270.00| 6 Inch P.V.C. Water Main Laid | | | 1300 641A053 5000.000 LF | 25.00000 125000.00| 17.00000 85000.00| 10 Inch P.V.C. Water Main Laid | | | 1310 641A080 20.000 LF | 75.00000 1500.00| 75.00000 1500.00| 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -32 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 10016 |( 8 ) 30002 |( ) |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1320 641A093 1320.000 LF | 24.00000 31680.00| 35.00000 46200.00| 10"D.I. Water Main Laid (Mechanical | | | Joint) | | | 1330 642A000 1.000 EACH| 2000.00000 2000.00| 1800.00000 1800.00| Fire Hydrant Reset | | | 1340 643A000 12.000 EACH| 250.00000 3000.00| 250.00000 3000.00| Water Meters Reset | | | 1350 649A046 550.000 LF | 60.00000 33000.00| 170.00000 93500.00| 20 Inch Encasement Pipe, Type 1 | | | Installation | | | 1360 649A054 690.000 LF | 75.00000 51750.00| 215.00000 148350.00| 20 Inch Encasement Pipe, Type 1A | | | Installation | | | 1370 650B000 59859.000 CUYD| 1.50000 89788.50| 2.00000 119718.00| Topsoil From Stockpiles | | | 1380 651B000 140.000 TON | 31.50000 4410.00| 31.50000 4410.00| Agricultural Limestone | | | 1390 651C002 84.000 TON | 190.00000 15960.00| 190.00000 15960.00| 13-13-13 Commercial Fertilizer | | | 1400 652A050 22.000 ACRE| 425.00000 9350.00| 425.00000 9350.00| Seeding (Mix 1A) | | | 1410 652A053 90.000 ACRE| 425.50000 38295.00| 425.50000 38295.00| Seeding (Mix 1E) | | | 1420 652B050 112.000 ACRE| 341.25000 38220.00| 341.25000 38220.00| Temporary Seeding (Mix 1AT) | | | 1430 652D050 112.000 ACRE| 577.50000 64680.00| 577.50000 64680.00| Seeding In Stubble (Mix 1A) | | | 1440 654A000 1770.000 SQYD| 3.25000 5752.50| 3.25000 5752.50| Solid Sodding | | | 1450 656A000 22.000 ACRE| 420.00000 9240.00| 420.00000 9240.00| Mulching, Class A, Type 1 | | | 1460 656A001 90.000 ACRE| 630.00000 56700.00| 630.00000 56700.00| Mulching, Class A, Type 2 | | | 1470 658A001 112.000 ACRE| 861.00000 96432.00| 861.00000 96432.00| Hydro-Seeding & Mulching (Mix 1E) | | | 1480 658B000 10000.000 SQYD| 0.80000 8000.00| 0.80000 8000.00| Hydraulically Applied Wood Fiber | | | Matrix Erosion Control System | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -33 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 10016 |( 8 ) 30002 |( ) |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1490 659A000 1500.000 SQYD| 1.85000 2775.00| 1.85000 2775.00| Erosion Control Netting, Class A | | | 1500 659A002 24674.000 SQYD| 4.00000 98696.00| 4.00000 98696.00| Erosion Control Netting, Class C1 | | | 1510 665A000 64.000 ACRE| 315.00000 20160.00| 315.00000 20160.00| Temporary Seeding | | | 1520 665B000 64.000 ACRE| 315.00000 20160.00| 315.00000 20160.00| Temporary Mulching | | | 1530 665C000 3808.000 LF | 15.00000 57120.00| 13.00000 49504.00| 15" Temporary Pipe | | | 1540 665F000 1936.000 EACH| 7.00000 13552.00| 7.00000 13552.00| Hay Bales | | | 1550 665I000 6614.000 TON | 15.00000 99210.00| 21.00000 138894.00| Temporary Riprap, Class 2 | | | 1560 665J000 69287.000 LF | 0.50000 34643.50| 3.50000 242504.50| Silt Fence, Type A | | | 1570 665K000 800.000 CUYD| 15.00000 12000.00| 5.00000 4000.00| Drainage Sump Excavation | | | 1580 680A000 LUMP| 250000.00000 250000.00| 270000.00000 270000.00| Engineering Controls | | | 1590 701A004 4.000 MILE| 2000.00000 8000.00| 340.00000 1360.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 1600 701A008 2.000 MILE| 2000.00000 4000.00| 225.00000 450.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 1610 701A012 3.000 MILE| 2000.00000 6000.00| 320.00000 960.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1620 701C002 4.000 MILE| 650.00000 2600.00| 400.00000 1600.00| Broken Temporary Traffic Stripe (Paint) | | | 1630 701C003 8.000 MILE| 650.00000 5200.00| 400.00000 3200.00| Solid Temporary Traffic Stripe (Paint) | | | 1640 701G124 838.000 LF | 0.38000 318.44| 3.80000 3184.40| Solid White, Class 3W, Type A Traffic | | | Stripe | | | 1650 701G128 420.000 LF | 0.38000 159.60| 2.35000 987.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 015 -34 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20020301015 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 10016 |( 8 ) 30002 |( ) |JONES BROS., INC. |ELLARD CONTR. & ELLARD CONS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1660 703A000 245.000 SQFT| 1.14000 279.30| 1.30000 318.50| Traffic Control Markings, Class 1, Type | | | A | | | 1670 703D002 489.000 SQFT| 0.36000 176.04| 1.30000 635.70| Temporary Traffic Control Markings | | | (Paint) | | | 1680 705A032 26.000 EACH| 5.00000 130.00| 5.00000 130.00| Pavement Markers, Class A-H, Type 1-B | | | 1690 705A037 102.000 EACH| 5.00000 510.00| 5.25000 535.50| Pavement Markers, Class A-H, Type 2-D | | | 1700 710A115 22.000 SQFT| 19.00000 418.00| 20.00000 440.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1710 710A126 30.000 SQFT| 22.00000 660.00| 25.00000 750.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1720 710B001 84.000 LF | 5.50000 462.00| 8.00000 672.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1730 713A000 28.000 LF | 120.00000 3360.00| 110.00000 3080.00| Permanent Barricades | | | 1740 740B000 1030.000 SQFT| 15.00000 15450.00| 7.37000 7591.10| Construction Signs | | | 1750 740D000 430.000 EACH| 55.00000 23650.00| 52.63000 22630.90| Channelizing Drums | | | 1760 740E000 100.000 EACH| 14.00000 1400.00| 9.50000 950.00| Cones (36 Inches High) | | | 1770 740F002 42.000 EACH| 260.00000 10920.00| 157.89000 6631.38| Barricades, Type III | | | 1780 740I005 14.000 EACH| 600.00000 8400.00| 894.71000 12525.94| Warning Lights, Type B (Detachable Head | | | 1790 740M001 100.000 EACH| 6.00000 600.00| 6.00000 600.00| Ballast For Cone | | | 1800 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 24,451,479.90| $ 27,304,393.33| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 24,451,479.90| $ 27,304,393.33| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-8106(6) for constructing the Additional Lanes (Including Bridge Culvert and Signals) on S.R.#77 from S.R.#25 (U.S.#411) at Rainbow City to Steele Station Road. Length 1.875 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08077 HASTINGS GENERAL CONTRACTING, INC. $ 4,166,720.44 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 4,182,878.03 100.3878% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 4,321,220.55 103.7080% 4 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 4,782,730.53 114.7841% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 13022 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 65000.00000 65000.00| 225000.00000 225000.00| 44750.00000 44750.00 Clearing & Grubbing (Approximately 31 | | | ACRES) | | | 0020 205A001 1.000 EACH| 10000.00000 10000.00| 700.00000 700.00| 7000.00000 7000.00 Removal Of Structures, Structure No. 1 | | | 0030 206B000 LUMP| 10000.00000 10000.00| 2700.00000 2700.00| 6000.00000 6000.00 Removal Of Old Box Culvert, Station | | | 68+27 | | | 0040 206B001 LUMP| 8000.00000 8000.00| 2100.00000 2100.00| 3000.00000 3000.00 Removal Of Old Box Culvert, Station | | | 77+00 | | | 0050 206B002 LUMP| 6000.00000 6000.00| 2100.00000 2100.00| 2400.00000 2400.00 Removal Of Old Box Culvert, Station | | | 93+31 | | | 0060 206C010 2426.000 SQYD| 3.00000 7278.00| 2.60000 6307.60| 5.20000 12615.20 Removing Concrete Driveway | | | 0070 206D000 3059.000 LF | 3.00000 9177.00| 5.00000 15295.00| 5.05000 15447.95 Removing Pipe | | | 0080 206D011 777.000 LF | 2.50000 1942.50| 2.00000 1554.00| 6.00000 4662.00 Removing Fence | | | 0090 210A000 25487.000 CUYD| 3.77000 96085.99| 3.75000 95576.25| 8.50000 216639.50 Unclassified Excavation | | | 0100 210D000 45346.000 CUYD| 7.77000 352338.42| 4.70000 213126.20| 9.00000 408114.00 Borrow Excavation | | | 0110 214A000 2411.000 CUYD| 12.77000 30788.47| 6.75000 16274.25| 7.50000 18082.50 Structure Excavation | | | 0120 214B001 858.000 CUYD| 22.77000 19536.66| 14.75000 12655.50| 19.00000 16302.00 Foundation Backfill, Commercial | | | 0130 230A000 95.000 RBST| 200.00000 19000.00| 260.00000 24700.00| 350.00000 33250.00 Roadbed Processing | | | 0140 260A025 8.000 CUYD| 87.00000 696.00| 290.00000 2320.00| 100.00000 800.00 Low Strength Cement Mortar, Mix 1 | | | 0150 305B060 387.000 TON | 16.00000 6192.00| 18.90000 7314.30| 12.50000 4837.50 Crushed Aggregate, Section 825, Crusher | | | Run Stone 1 1/8", For | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 13022 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0160 401B108 7027.000 SQYD| 1.72000 12086.44| 1.16000 8151.32| 1.00000 7027.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0170 405A000 5591.000 GAL | 1.15000 6429.65| 1.46000 8162.86| 1.25000 6988.75 Tack Coat | | | 0180 408A051 1530.000 SQYD| 2.70000 4131.00| 4.66000 7129.80| 4.00000 6120.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0190 410A002 1.000 EACH| 7070.00000 7070.00| 17467.00000 17467.00| 15000.00000 15000.00 Profilograph | | | 0200 424A360 4188.000 TON | 34.70000 145323.60| 35.00000 146580.00| 33.50000 140298.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424B651 11820.000 TON | 27.00000 319140.00| 29.00000 342780.00| 27.00000 319140.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B656 48.000 TON | 48.00000 2304.00| 55.90000 2683.20| 100.00000 4800.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B657 3308.000 TON | 33.70000 111479.60| 31.00000 102548.00| 29.50000 97586.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0240 424B659 1145.000 TON | 33.70000 38586.50| 29.00000 33205.00| 28.00000 32060.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B660 11777.000 TON | 29.00000 341533.00| 27.00000 317979.00| 25.50000 300313.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B682 1199.000 TON | 28.20000 33811.80| 28.00000 33572.00| 27.00000 32373.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 13022 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0270 424C360 13083.000 TON | 27.70000 362399.10| 27.00000 353241.00| 25.50000 333616.50 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0280 424C361 20983.000 TON | 27.70000 581229.10| 27.00000 566541.00| 25.50000 535066.50 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0290 430B036 1000.000 TON | 16.70000 16700.00| 16.00000 16000.00| 17.00000 17000.00 Aggregate Surfacing (ALDOT #4, #5, #6, | | | #7, #8, Or #9) | | | 0300 502A000 57106.000 LB | 0.47000 26839.82| 0.50000 28553.00| 0.50000 28553.00 Steel Reinforcement | | | 0310 524A011 325.000 CUYD| 264.00000 85800.00| 300.00000 97500.00| 290.00000 94250.00 Culvert Concrete (Cast In Place) | | | 0320 530A001 481.000 LF | 18.70000 8994.70| 26.60000 12794.60| 24.00000 11544.00 18" Roadway Pipe (Class 3 R.C.) | | | 0330 530A002 465.000 LF | 29.70000 13810.50| 36.00000 16740.00| 31.75000 14763.75 24" Roadway Pipe (Class 3 R.C.) | | | 0340 530A003 107.000 LF | 42.70000 4568.90| 68.00000 7276.00| 42.60000 4558.20 30" Roadway Pipe (Class 3 R.C.) | | | 0350 530A004 268.000 LF | 57.70000 15463.60| 74.30000 19912.40| 57.00000 15276.00 36" Roadway Pipe (Class 3 R.C.) | | | 0360 530A007 304.000 LF | 127.00000 38608.00| 99.00000 30096.00| 120.00000 36480.00 54" Roadway Pipe (Class 3 R.C.) | | | 0370 530A899 21.000 LF | 18.70000 392.70| 22.00000 462.00| 17.20000 361.20 15" Roadway Pipe (14 Gauge C.C.M.) | | | 0380 530B003 73.000 LF | 67.00000 4891.00| 51.20000 3737.60| 60.00000 4380.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0390 530C003 50.000 LF | 277.00000 13850.00| 154.00000 7700.00| 175.00000 8750.00 30" Roadway Pipe, Jacked Installation | | | (Smooth Steel) | | | 0400 532A031 149.000 LF | 140.00000 20860.00| 145.00000 21605.00| 80.00000 11920.00 15" Slotted Drain Pipe | | | 0410 535A001 1303.000 LF | 19.70000 25669.10| 18.00000 23454.00| 13.00000 16939.00 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 13022 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0420 535A002 669.000 LF | 23.70000 15855.30| 22.60000 15119.40| 16.30000 10904.70 24" Side Drain Pipe | | | 0430 535A003 532.000 LF | 26.70000 14204.40| 40.00000 21280.00| 23.00000 12236.00 30" Side Drain Pipe | | | 0440 535A004 127.000 LF | 30.70000 3898.90| 54.30000 6896.10| 31.00000 3937.00 36" Side Drain Pipe | | | 0450 535A007 98.000 LF | 39.70000 3890.60| 53.40000 5233.20| 53.00000 5194.00 54" Side Drain Pipe | | | 0460 535B010 177.000 LF | 26.70000 4725.90| 36.50000 6460.50| 27.00000 4779.00 36" Span, 23" Rise Side Drain Pipe | | | 0470 535B011 56.000 LF | 17.70000 991.20| 31.70000 1775.20| 14.00000 784.00 22" Span, 14" Rise Side Drain Pipe | | | 0480 535B012 146.000 LF | 23.70000 3460.20| 27.00000 3942.00| 17.00000 2482.00 29" Span, 18" Rise Side Drain Pipe | | | 0490 535B013 190.000 LF | 36.70000 6973.00| 37.00000 7030.00| 84.50000 16055.00 44" Span, 27" Rise Side Drain Pipe | | | 0500 600A000 LUMP| 225000.00000 225000.00| 261000.00000 261000.00| 145000.00000 145000.00 Mobilization | | | 0510 601A000 1.000 EACH| 4000.00000 4000.00| 8000.00000 8000.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0520 602A000 86.000 EACH| 270.00000 23220.00| 98.00000 8428.00| 100.00000 8600.00 Right Of Way Markers | | | 0530 602C000 4.000 EACH| 300.00000 1200.00| 120.00000 480.00| 130.00000 520.00 Permanent Easement Marker | | | 0540 606A000 1000.000 LF | 3.27000 3270.00| 12.00000 12000.00| 6.50000 6500.00 6" Underdrain Pipe | | | 0550 610C001 897.000 TON | 19.70000 17670.90| 21.00000 18837.00| 22.00000 19734.00 Loose Riprap, Class 2 | | | 0560 610D000 708.000 SQYD| 2.77000 1961.16| 2.50000 1770.00| 2.50000 1770.00 Filter Blanket | | | 0570 614A000 1107.000 CUYD| 167.00000 184869.00| 205.00000 226935.00| 230.00000 254610.00 Slope Paving | | | 0580 618B003 2033.000 SQYD| 30.70000 62413.10| 35.00000 71155.00| 40.00000 81320.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0590 619A001 1.000 EACH| 370.00000 370.00| 400.00000 400.00| 460.00000 460.00 15" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -6 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 13022 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0600 619A002 23.000 EACH| 370.00000 8510.00| 340.00000 7820.00| 475.00000 10925.00 18" Roadway Pipe End Treatment, Class 1 | | | 0610 619A003 4.000 EACH| 407.00000 1628.00| 390.00000 1560.00| 580.00000 2320.00 24" Roadway Pipe End Treatment, Class 1 | | | 0620 619A004 3.000 EACH| 477.00000 1431.00| 670.00000 2010.00| 685.00000 2055.00 30" Roadway Pipe End Treatment, Class 1 | | | 0630 619A101 56.000 EACH| 367.00000 20552.00| 335.00000 18760.00| 565.00000 31640.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0640 619A102 15.000 EACH| 407.00000 6105.00| 400.00000 6000.00| 675.00000 10125.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0650 619A103 12.000 EACH| 477.00000 5724.00| 630.00000 7560.00| 800.00000 9600.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0660 619A104 8.000 EACH| 607.00000 4856.00| 1000.00000 8000.00| 1000.00000 8000.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0670 619A202 4.000 EACH| 807.00000 3228.00| 740.00000 2960.00| 1200.00000 4800.00 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0680 619A204 2.000 EACH| 1207.00000 2414.00| 1900.00000 3800.00| 1500.00000 3000.00 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0690 619A232 2.000 EACH| 3207.00000 6414.00| 5400.00000 10800.00| 4400.00000 8800.00 54" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0700 619A272 4.000 EACH| 807.00000 3228.00| 540.00000 2160.00| 1100.00000 4400.00 24" Side Drain Pipe End Treatment, | | | Class 1, (Double Line) | | | 0710 619A273 6.000 EACH| 1007.00000 6042.00| 650.00000 3900.00| 1300.00000 7800.00 30" Side Drain Pipe End Treatment, | | | Class 1, (Double Line) | | | 0720 619A292 2.000 EACH| 3407.00000 6814.00| 1680.00000 3360.00| 4400.00000 8800.00 54" Side Drain Pipe End Treatment | | | Class 2, Double Line | | | 0730 619B018 2.000 EACH| 707.00000 1414.00| 730.00000 1460.00| 685.00000 1370.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -7 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 13022 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0740 619B116 4.000 EACH| 407.00000 1628.00| 500.00000 2000.00| 600.00000 2400.00 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0750 619B117 4.000 EACH| 457.00000 1828.00| 480.00000 1920.00| 675.00000 2700.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0760 619B118 8.000 EACH| 807.00000 6456.00| 580.00000 4640.00| 785.00000 6280.00 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0770 619B119 8.000 EACH| 907.00000 7256.00| 1030.00000 8240.00| 1100.00000 8800.00 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0780 620A000 3.000 CUYD| 407.00000 1221.00| 150.00000 450.00| 900.00000 2700.00 Minor Structure Concrete | | | 0790 621A000 2.000 EACH| 1207.00000 2414.00| 1100.00000 2200.00| 1200.00000 2400.00 Junction Boxes, Type 1, 1P Or 5 | | | 0800 621A005 1.000 EACH| 1207.00000 1207.00| 1000.00000 1000.00| 1200.00000 1200.00 Junction Boxes, Type 1 | | | 0810 621C015 22.000 EACH| 1207.00000 26554.00| 1880.00000 41360.00| 1850.00000 40700.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0820 621C017 2.000 EACH| 1707.00000 3414.00| 2120.00000 4240.00| 2250.00000 4500.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0830 621D015 15.000 EACH| 307.00000 4605.00| 460.00000 6900.00| 380.00000 5700.00 Inlet Units, Type S1 Or S3 | | | 0840 623A000 1437.000 LF | 13.07000 18781.59| 13.40000 19255.80| 23.00000 33051.00 Concrete Gutter | | | 0850 623C000 7664.000 LF | 9.77000 74877.28| 10.00000 76640.00| 10.00000 76640.00 Combination Curb & Gutter, Type C | | | 0860 629A004 136.000 LF | 87.00000 11832.00| 49.00000 6664.00| 200.00000 27200.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0870 630A000 219.000 LF | 16.70000 3657.30| 13.40000 2934.60| 12.50000 2737.50 Steel Beam Guardrail, Class A, Type 1 | | | 0880 630C003 4.000 EACH| 1017.00000 4068.00| 1106.50000 4426.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0890 630C070 4.000 EACH| 1477.00000 5908.00| 1630.65000 6522.60| 1120.00000 4480.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -8 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 13022 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0900 650A000 13515.000 CUYD| 2.77000 37436.55| 1.00000 13515.00| 6.95000 93929.25 Topsoil | | | 0910 651B000 36.000 TON | 33.00000 1188.00| 23.00000 828.00| 30.00000 1080.00 Agricultural Limestone | | | 0920 652A050 15.000 ACRE| 570.00000 8550.00| 360.00000 5400.00| 600.00000 9000.00 Seeding (Mix 1A) | | | 0930 652A053 2.000 ACRE| 570.00000 1140.00| 430.00000 860.00| 650.00000 1300.00 Seeding (Mix 1E) | | | 0940 652B050 6.000 ACRE| 470.00000 2820.00| 275.00000 1650.00| 500.00000 3000.00 Temporary Seeding (Mix 1AT) | | | 0950 652D050 6.000 ACRE| 637.00000 3822.00| 360.00000 2160.00| 600.00000 3600.00 Seeding In Stubble (Mix 1A) | | | 0960 654A000 2051.000 SQYD| 3.77000 7732.27| 4.30000 8819.30| 3.50000 7178.50 Solid Sodding | | | 0970 656A000 15.000 ACRE| 427.00000 6405.00| 590.00000 8850.00| 400.00000 6000.00 Mulching, Class A, Type 1 | | | 0980 656A001 8.000 ACRE| 537.00000 4296.00| 440.00000 3520.00| 500.00000 4000.00 Mulching, Class A, Type 2 | | | 0990 659A000 300.000 SQYD| 2.17000 651.00| 2.85000 855.00| 2.00000 600.00 Erosion Control Netting, Class A | | | 1000 659A001 2352.000 SQYD| 2.17000 5103.84| 1.40000 3292.80| 2.00000 4704.00 Erosion Control Netting, Class B | | | 1010 665A000 10.000 ACRE| 417.00000 4170.00| 290.00000 2900.00| 400.00000 4000.00 Temporary Seeding | | | 1020 665B000 10.000 ACRE| 417.00000 4170.00| 450.00000 4500.00| 400.00000 4000.00 Temporary Mulching | | | 1030 665F000 590.000 EACH| 7.00000 4130.00| 5.00000 2950.00| 4.60000 2714.00 Hay Bales | | | 1040 665G000 100.000 EACH| 7.00000 700.00| 2.80000 280.00| 8.50000 850.00 Sand Bags | | | 1050 665I000 50.000 TON | 21.00000 1050.00| 32.00000 1600.00| 28.00000 1400.00 Temporary Riprap, Class 2 | | | 1060 665J000 9643.000 LF | 3.27000 31532.61| 2.50000 24107.50| 4.00000 38572.00 Silt Fence, Type A | | | 1070 665K000 13.000 CUYD| 47.00000 611.00| 20.00000 260.00| 12.00000 156.00 Drainage Sump Excavation | | | 1080 665L000 30.000 LF | 27.00000 810.00| 41.00000 1230.00| 25.00000 750.00 Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -9 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 13022 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1090 666A001 23.000 ACRE| 7.00000 161.00| 150.00000 3450.00| 30.00000 690.00 Pest Control Treatment | | | 1100 680A000 LUMP| 97777.00000 97777.00| 98000.00000 98000.00| 80000.00000 80000.00 Engineering Controls | | | 1110 701C000 1.000 MILE| 507.00000 507.00| 326.00000 326.00| 500.00000 500.00 Broken Temporary Traffic Stripe | | | 1120 701C001 2.000 MILE| 507.00000 1014.00| 350.00000 700.00| 500.00000 1000.00 Solid Temporary Traffic Stripe | | | 1130 701D005 1.000 MILE| 1570.00000 1570.00| 988.00000 988.00| 1500.00000 1500.00 Solid Traffic Stripe Removed | | | 1140 702A040 3.000 MILE| 1777.00000 5331.00| 757.00000 2271.00| 1775.00000 5325.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1150 702A041 5.000 MILE| 3977.00000 19885.00| 1048.00000 5240.00| 3795.00000 18975.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1160 702A042 2.000 MILE| 1870.00000 3740.00| 757.00000 1514.00| 1775.00000 3550.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1170 702A043 4.000 MILE| 3977.00000 15908.00| 1281.00000 5124.00| 3795.00000 15180.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1180 702B011 4135.000 LF | 1.67000 6905.45| 0.47000 1943.45| 1.55000 6409.25 Dotted Profiled Traffic Stripe (6" Wide | | | 1190 703A002 4020.000 SQFT| 1.77000 7115.40| 2.00000 8040.00| 1.70000 6834.00 Traffic Control Markings, Class 2, Type | | | A | | | 1200 703B002 591.000 SQFT| 2.97000 1755.27| 2.00000 1182.00| 2.80000 1654.80 Traffic Control Legends, Class 2, Type | | | 1210 705A030 35.000 EACH| 5.77000 201.95| 4.95000 173.25| 5.25000 183.75 Pavement Markers, Class A-H, Type 2-C | | | 1220 705A031 176.000 EACH| 5.27000 927.52| 4.95000 871.20| 5.00000 880.00 Pavement Markers, Class A-H, Type 1-A | | | 1230 705A032 424.000 EACH| 5.27000 2234.48| 4.95000 2098.80| 5.00000 2120.00 Pavement Markers, Class A-H, Type 1-B | | | 1240 705A037 164.000 EACH| 5.47000 897.08| 4.95000 811.80| 5.25000 861.00 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -10 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 13022 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1250 705A038 209.000 EACH| 5.27000 1101.43| 4.95000 1034.55| 5.25000 1097.25 Pavement Markers, Class A-H, Type 2-E | | | 1260 726A000 500.000 LF | 49.00000 24500.00| 30.00000 15000.00| 36.00000 18000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1270 730A000 LUMP| 770.00000 770.00| 582.00000 582.00| 750.00000 750.00 Removal Of Existing Traffic Control | | | Unit (AL 77 AND STEELE STATION ROAD) | | | 1280 730C000 LUMP| 4700.00000 4700.00| 1747.00000 1747.00| 4600.00000 4600.00 Furnishing And Installing Traffic | | | Control Unit (AL 77 AND STEELE STATION | | | ROAD) | | | 1290 730E000 4.000 EACH| 1517.00000 6068.00| 1747.00000 6988.00| 1498.00000 5992.00 Metal Traffic Signal Pole Foundation | | | 1300 730G001 4.000 EACH| 3977.00000 15908.00| 5241.00000 20964.00| 3725.00000 14900.00 Metal Traffic Signal Strain Pole | | | 1310 730H001 4497.000 LF | 2.77000 12456.69| 3.00000 13491.00| 2.75000 12366.75 Loop Wire | | | 1320 730I000 1869.000 LF | 0.77000 1439.13| 1.20000 2242.80| 0.75000 1401.75 Shielded Loop Detector Home-Run Cable | | | 1330 730J000 8.000 EACH| 147.00000 1176.00| 175.00000 1400.00| 140.00000 1120.00 Loop Detector Amplifier | | | 1340 730K000 4.000 EACH| 217.00000 868.00| 407.00000 1628.00| 210.00000 840.00 Traffic Signal Junction Box | | | 1350 730L002 60.000 LF | 4.17000 250.20| 2.05000 123.00| 4.00000 240.00 1", Metallic, Conduit | | | 1360 730L003 229.000 LF | 4.17000 954.93| 5.50000 1259.50| 4.00000 916.00 1", Non-Metallic, Conduit | | | 1370 730L005 336.000 LF | 4.17000 1401.12| 5.80000 1948.80| 4.00000 1344.00 2", Non-Metallic, Conduit | | | 1380 730N010 4.000 EACH| 767.00000 3068.00| 465.00000 1860.00| 757.00000 3028.00 Luminaire Extension Assembly, 12 Feet | | | 1390 730P001 6.000 EACH| 417.00000 2502.00| 495.00000 2970.00| 396.00000 2376.00 Vehicular Signal Head, 12 Inch 3 Sectio | | | 1400 730P002 2.000 EACH| 917.00000 1834.00| 700.00000 1400.00| 892.00000 1784.00 Vehicular Signal Head, 12 Inch 5 Sectio | | | 1410 730R022 1.000 EACH| 6477.00000 6477.00| 5241.00000 5241.00| 6386.00000 6386.00 Controller Assembly, Type III, 8 Phase | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -11 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 13022 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1420 740B000 1392.000 SQFT| 7.07000 9841.44| 10.00000 13920.00| 14.00000 19488.00 Construction Signs | | | 1430 740D000 700.000 EACH| 51.00000 35700.00| 59.00000 41300.00| 65.00000 45500.00 Channelizing Drums | | | 1440 740E000 30.000 EACH| 12.00000 360.00| 15.00000 450.00| 5.50000 165.00 Cones (36 Inches High) | | | 1450 740F002 30.000 EACH| 177.00000 5310.00| 183.00000 5490.00| 300.00000 9000.00 Barricades, Type III | | | 1460 740I005 15.000 EACH| 647.00000 9705.00| 500.00000 7500.00| 800.00000 12000.00 Warning Lights, Type B (Detachable Head | | | 1470 740M001 30.000 EACH| 7.77000 233.10| 7.50000 225.00| 3.50000 105.00 Ballast For Cone | | | 1480 741C010 2.000 EACH| 4700.00000 9400.00| 5762.00000 11524.00| 4725.00000 9450.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1490 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,166,720.44| $ 4,182,878.03| $ 4,321,220.55 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 4,166,720.44| $ 4,182,878.03| $ 4,321,220.55 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -12 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 232000.00000 232000.00| | Clearing & Grubbing (Approximately 31 | | | ACRES) | | | 0020 205A001 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 1 | | | 0030 206B000 LUMP| 1400.00000 1400.00| | Removal Of Old Box Culvert, Station | | | 68+27 | | | 0040 206B001 LUMP| 1300.00000 1300.00| | Removal Of Old Box Culvert, Station | | | 77+00 | | | 0050 206B002 LUMP| 1000.00000 1000.00| | Removal Of Old Box Culvert, Station | | | 93+31 | | | 0060 206C010 2426.000 SQYD| 1.00000 2426.00| | Removing Concrete Driveway | | | 0070 206D000 3059.000 LF | 2.00000 6118.00| | Removing Pipe | | | 0080 206D011 777.000 LF | 2.00000 1554.00| | Removing Fence | | | 0090 210A000 25487.000 CUYD| 4.00000 101948.00| | Unclassified Excavation | | | 0100 210D000 45346.000 CUYD| 7.00000 317422.00| | Borrow Excavation | | | 0110 214A000 2411.000 CUYD| 7.50000 18082.50| | Structure Excavation | | | 0120 214B001 858.000 CUYD| 20.00000 17160.00| | Foundation Backfill, Commercial | | | 0130 230A000 95.000 RBST| 200.00000 19000.00| | Roadbed Processing | | | 0140 260A025 8.000 CUYD| 80.00000 640.00| | Low Strength Cement Mortar, Mix 1 | | | 0150 305B060 387.000 TON | 16.00000 6192.00| | Crushed Aggregate, Section 825, Crusher | | | Run Stone 1 1/8", For | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -13 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0160 401B108 7027.000 SQYD| 2.00000 14054.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0170 405A000 5591.000 GAL | 1.00000 5591.00| | Tack Coat | | | 0180 408A051 1530.000 SQYD| 2.00000 3060.00| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0190 410A002 1.000 EACH| 5000.00000 5000.00| | Profilograph | | | 0200 424A360 4188.000 TON | 40.00000 167520.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424B651 11820.000 TON | 40.00000 472800.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B656 48.000 TON | 40.00000 1920.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B657 3308.000 TON | 40.00000 132320.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0240 424B659 1145.000 TON | 40.00000 45800.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B660 11777.000 TON | 28.80000 339177.60| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B682 1199.000 TON | 40.00000 47960.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -14 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0270 424C360 13083.000 TON | 27.50000 359782.50| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0280 424C361 20983.000 TON | 27.50000 577032.50| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0290 430B036 1000.000 TON | 17.00000 17000.00| | Aggregate Surfacing (ALDOT #4, #5, #6, | | | #7, #8, Or #9) | | | 0300 502A000 57106.000 LB | 0.42000 23984.52| | Steel Reinforcement | | | 0310 524A011 325.000 CUYD| 350.00000 113750.00| | Culvert Concrete (Cast In Place) | | | 0320 530A001 481.000 LF | 21.50000 10341.50| | 18" Roadway Pipe (Class 3 R.C.) | | | 0330 530A002 465.000 LF | 28.00000 13020.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0340 530A003 107.000 LF | 40.00000 4280.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0350 530A004 268.000 LF | 47.00000 12596.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0360 530A007 304.000 LF | 90.00000 27360.00| | 54" Roadway Pipe (Class 3 R.C.) | | | 0370 530A899 21.000 LF | 19.00000 399.00| | 15" Roadway Pipe (14 Gauge C.C.M.) | | | 0380 530B003 73.000 LF | 50.00000 3650.00| | 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0390 530C003 50.000 LF | 500.00000 25000.00| | 30" Roadway Pipe, Jacked Installation | | | (Smooth Steel) | | | 0400 532A031 149.000 LF | 56.26000 8382.74| | 15" Slotted Drain Pipe | | | 0410 535A001 1303.000 LF | 11.76000 15323.28| | 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -15 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0420 535A002 669.000 LF | 15.80000 10570.20| | 24" Side Drain Pipe | | | 0430 535A003 532.000 LF | 18.83000 10017.56| | 30" Side Drain Pipe | | | 0440 535A004 127.000 LF | 21.97000 2790.19| | 36" Side Drain Pipe | | | 0450 535A007 98.000 LF | 34.00000 3332.00| | 54" Side Drain Pipe | | | 0460 535B010 177.000 LF | 20.36000 3603.72| | 36" Span, 23" Rise Side Drain Pipe | | | 0470 535B011 56.000 LF | 14.30000 800.80| | 22" Span, 14" Rise Side Drain Pipe | | | 0480 535B012 146.000 LF | 17.25000 2518.50| | 29" Span, 18" Rise Side Drain Pipe | | | 0490 535B013 190.000 LF | 51.50000 9785.00| | 44" Span, 27" Rise Side Drain Pipe | | | 0500 600A000 LUMP| 300000.00000 300000.00| | Mobilization | | | 0510 601A000 1.000 EACH| 4000.00000 4000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0520 602A000 86.000 EACH| 94.00000 8084.00| | Right Of Way Markers | | | 0530 602C000 4.000 EACH| 133.40000 533.60| | Permanent Easement Marker | | | 0540 606A000 1000.000 LF | 10.00000 10000.00| | 6" Underdrain Pipe | | | 0550 610C001 897.000 TON | 19.14000 17168.58| | Loose Riprap, Class 2 | | | 0560 610D000 708.000 SQYD| 4.00000 2832.00| | Filter Blanket | | | 0570 614A000 1107.000 CUYD| 200.00000 221400.00| | Slope Paving | | | 0580 618B003 2033.000 SQYD| 45.00000 91485.00| | Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0590 619A001 1.000 EACH| 400.00000 400.00| | 15" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -16 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0600 619A002 23.000 EACH| 400.00000 9200.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0610 619A003 4.000 EACH| 400.00000 1600.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0620 619A004 3.000 EACH| 550.00000 1650.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0630 619A101 56.000 EACH| 450.00000 25200.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0640 619A102 15.000 EACH| 550.00000 8250.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0650 619A103 12.000 EACH| 750.00000 9000.00| | 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0660 619A104 8.000 EACH| 800.00000 6400.00| | 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0670 619A202 4.000 EACH| 750.00000 3000.00| | 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0680 619A204 2.000 EACH| 1200.00000 2400.00| | 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0690 619A232 2.000 EACH| 3500.00000 7000.00| | 54" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0700 619A272 4.000 EACH| 1000.00000 4000.00| | 24" Side Drain Pipe End Treatment, | | | Class 1, (Double Line) | | | 0710 619A273 6.000 EACH| 1250.00000 7500.00| | 30" Side Drain Pipe End Treatment, | | | Class 1, (Double Line) | | | 0720 619A292 2.000 EACH| 4000.00000 8000.00| | 54" Side Drain Pipe End Treatment | | | Class 2, Double Line | | | 0730 619B018 2.000 EACH| 750.00000 1500.00| | 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -17 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0740 619B116 4.000 EACH| 450.00000 1800.00| | 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0750 619B117 4.000 EACH| 500.00000 2000.00| | 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0760 619B118 8.000 EACH| 900.00000 7200.00| | 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0770 619B119 8.000 EACH| 550.00000 4400.00| | 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0780 620A000 3.000 CUYD| 1000.00000 3000.00| | Minor Structure Concrete | | | 0790 621A000 2.000 EACH| 1500.00000 3000.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0800 621A005 1.000 EACH| 1500.00000 1500.00| | Junction Boxes, Type 1 | | | 0810 621C015 22.000 EACH| 1850.00000 40700.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0820 621C017 2.000 EACH| 2100.00000 4200.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0830 621D015 15.000 EACH| 300.00000 4500.00| | Inlet Units, Type S1 Or S3 | | | 0840 623A000 1437.000 LF | 14.00000 20118.00| | Concrete Gutter | | | 0850 623C000 7664.000 LF | 12.00000 91968.00| | Combination Curb & Gutter, Type C | | | 0860 629A004 136.000 LF | 175.00000 23800.00| | Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0870 630A000 219.000 LF | 14.00000 3066.00| | Steel Beam Guardrail, Class A, Type 1 | | | 0880 630C003 4.000 EACH| 1250.00000 5000.00| | Guardrail End Anchor, Type 13 | | | 0890 630C070 4.000 EACH| 1200.00000 4800.00| | Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -18 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0900 650A000 13515.000 CUYD| 7.50000 101362.50| | Topsoil | | | 0910 651B000 36.000 TON | 37.75000 1359.00| | Agricultural Limestone | | | 0920 652A050 15.000 ACRE| 518.00000 7770.00| | Seeding (Mix 1A) | | | 0930 652A053 2.000 ACRE| 518.00000 1036.00| | Seeding (Mix 1E) | | | 0940 652B050 6.000 ACRE| 425.00000 2550.00| | Temporary Seeding (Mix 1AT) | | | 0950 652D050 6.000 ACRE| 668.50000 4011.00| | Seeding In Stubble (Mix 1A) | | | 0960 654A000 2051.000 SQYD| 4.10000 8409.10| | Solid Sodding | | | 0970 656A000 15.000 ACRE| 487.20000 7308.00| | Mulching, Class A, Type 1 | | | 0980 656A001 8.000 ACRE| 730.80000 5846.40| | Mulching, Class A, Type 2 | | | 0990 659A000 300.000 SQYD| 2.32000 696.00| | Erosion Control Netting, Class A | | | 1000 659A001 2352.000 SQYD| 2.32000 5456.64| | Erosion Control Netting, Class B | | | 1010 665A000 10.000 ACRE| 425.00000 4250.00| | Temporary Seeding | | | 1020 665B000 10.000 ACRE| 365.40000 3654.00| | Temporary Mulching | | | 1030 665F000 590.000 EACH| 5.00000 2950.00| | Hay Bales | | | 1040 665G000 100.000 EACH| 4.00000 400.00| | Sand Bags | | | 1050 665I000 50.000 TON | 20.00000 1000.00| | Temporary Riprap, Class 2 | | | 1060 665J000 9643.000 LF | 5.00000 48215.00| | Silt Fence, Type A | | | 1070 665K000 13.000 CUYD| 10.00000 130.00| | Drainage Sump Excavation | | | 1080 665L000 30.000 LF | 20.00000 600.00| | Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -19 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1090 666A001 23.000 ACRE| 23.20000 533.60| | Pest Control Treatment | | | 1100 680A000 LUMP| 150000.00000 150000.00| | Engineering Controls | | | 1110 701C000 1.000 MILE| 550.00000 550.00| | Broken Temporary Traffic Stripe | | | 1120 701C001 2.000 MILE| 550.00000 1100.00| | Solid Temporary Traffic Stripe | | | 1130 701D005 1.000 MILE| 1600.00000 1600.00| | Solid Traffic Stripe Removed | | | 1140 702A040 3.000 MILE| 1900.00000 5700.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1150 702A041 5.000 MILE| 4000.00000 20000.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1160 702A042 2.000 MILE| 1900.00000 3800.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1170 702A043 4.000 MILE| 4000.00000 16000.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1180 702B011 4135.000 LF | 2.00000 8270.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 1190 703A002 4020.000 SQFT| 2.00000 8040.00| | Traffic Control Markings, Class 2, Type | | | A | | | 1200 703B002 591.000 SQFT| 3.25000 1920.75| | Traffic Control Legends, Class 2, Type | | | 1210 705A030 35.000 EACH| 5.50000 192.50| | Pavement Markers, Class A-H, Type 2-C | | | 1220 705A031 176.000 EACH| 5.50000 968.00| | Pavement Markers, Class A-H, Type 1-A | | | 1230 705A032 424.000 EACH| 5.50000 2332.00| | Pavement Markers, Class A-H, Type 1-B | | | 1240 705A037 164.000 EACH| 5.50000 902.00| | Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -20 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1250 705A038 209.000 EACH| 5.50000 1149.50| | Pavement Markers, Class A-H, Type 2-E | | | 1260 726A000 500.000 LF | 33.00000 16500.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1270 730A000 LUMP| 600.00000 600.00| | Removal Of Existing Traffic Control | | | Unit (AL 77 AND STEELE STATION ROAD) | | | 1280 730C000 LUMP| 1700.00000 1700.00| | Furnishing And Installing Traffic | | | Control Unit (AL 77 AND STEELE STATION | | | ROAD) | | | 1290 730E000 4.000 EACH| 1650.00000 6600.00| | Metal Traffic Signal Pole Foundation | | | 1300 730G001 4.000 EACH| 4200.00000 16800.00| | Metal Traffic Signal Strain Pole | | | 1310 730H001 4497.000 LF | 3.00000 13491.00| | Loop Wire | | | 1320 730I000 1869.000 LF | 1.25000 2336.25| | Shielded Loop Detector Home-Run Cable | | | 1330 730J000 8.000 EACH| 170.00000 1360.00| | Loop Detector Amplifier | | | 1340 730K000 4.000 EACH| 400.00000 1600.00| | Traffic Signal Junction Box | | | 1350 730L002 60.000 LF | 2.00000 120.00| | 1", Metallic, Conduit | | | 1360 730L003 229.000 LF | 5.00000 1145.00| | 1", Non-Metallic, Conduit | | | 1370 730L005 336.000 LF | 6.00000 2016.00| | 2", Non-Metallic, Conduit | | | 1380 730N010 4.000 EACH| 450.00000 1800.00| | Luminaire Extension Assembly, 12 Feet | | | 1390 730P001 6.000 EACH| 450.00000 2700.00| | Vehicular Signal Head, 12 Inch 3 Sectio | | | 1400 730P002 2.000 EACH| 700.00000 1400.00| | Vehicular Signal Head, 12 Inch 5 Sectio | | | 1410 730R022 1.000 EACH| 5250.00000 5250.00| | Controller Assembly, Type III, 8 Phase | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 016 -21 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20020301016 COUNTIES : ETOWAH LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1420 740B000 1392.000 SQFT| 10.00000 13920.00| | Construction Signs | | | 1430 740D000 700.000 EACH| 60.00000 42000.00| | Channelizing Drums | | | 1440 740E000 30.000 EACH| 12.00000 360.00| | Cones (36 Inches High) | | | 1450 740F002 30.000 EACH| 250.00000 7500.00| | Barricades, Type III | | | 1460 740I005 15.000 EACH| 500.00000 7500.00| | Warning Lights, Type B (Detachable Head | | | 1470 740M001 30.000 EACH| 5.00000 150.00| | Ballast For Cone | | | 1480 741C010 2.000 EACH| 5000.00000 10000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1490 999 000 3000.000 HOUR| 0.80000 2400.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,782,730.53| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 4,782,730.53| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20020301030 COUNTIES : JEFFERSON SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 BLOUNT OTHERS CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPTE-CN01(923) for constructing the Pedestrian Safety Improvements at various locations in Jefferson, Blount, Walker, Shelby, and St. Clair counties as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19060 STONE ELECTRIC COMPANY, INC. $ 196,024.70 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020301030 COUNTIES : JEFFERSON SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 BLOUNT OTHERS SET-ASIDE : ================================================================================================================================== |( 1 ) 19060 |( ) |( ) |STONE ELECTRIC COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 600A000 LUMP| 15000.00000 15000.00| | Mobilization | | | 0020 618A000 823.000 SQYD| 40.00000 32920.00| | Concrete Sidewalk, 4" Thick | | | 0030 703A002 33100.000 SQFT| 2.35000 77785.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0040 703B002 2482.000 SQFT| 2.35000 5832.70| | Traffic Control Legends, Class 2, Type | | | 0050 710A115 2122.000 SQFT| 13.50000 28647.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0060 710B001 3164.000 LF | 6.00000 18984.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0070 730C015 LUMP| 500.00000 500.00| | Furnishing And Installing Traffic | | | Control Unit (AL. 119 @ SOUTHGATE | | | DR)(AREA 4, SITE 1) | | | 0080 730P021 9.000 EACH| 500.00000 4500.00| | Vehicular Signal Head, 12 Inch, 2 | | | Section, Type LED | | | 0090 730Q010 2.000 EACH| 500.00000 1000.00| | Pedestrian Signal Head, Type | | | Incandescent | | | 0100 740B000 345.000 SQFT| 8.80000 3036.00| | Construction Signs | | | 0110 740D000 25.000 EACH| 77.00000 1925.00| | Channelizing Drums | | | 0120 740E000 110.000 EACH| 14.50000 1595.00| | Cones (36 Inches High) | | | 0130 740M001 110.000 EACH| 10.00000 1100.00| | Ballast For Cone | | | 0140 741C010 1.000 EACH| 3200.00000 3200.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 196,024.70| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 196,024.70| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20020301031 COUNTIES : DEKALB LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-CNO1(951) for constructing the Resurfacing and Traffic Stripe on C.R.#52 from S.R.#227 in Geraldine to C.R.#51 in Lebanon. Length - 13.658 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,050,094.64 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,116,290.77 106.3038% 3 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 1,194,220.53 113.7250% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020301031 COUNTIES : DEKALB LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 23009 |( 2 ) 07002 |( 3 ) 10011 |WHITAKER CONTRACTING CORPOR |GOOD HOPE CONTRACTING CO., |JACKSON PAVING & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 405A000 4810.000 GAL | 1.00000 4810.00| 1.10000 5291.00| 0.86000 4136.60 Tack Coat | | | 0020 429A201 12260.000 TON | 28.86000 353823.60| 29.03000 355907.80| 31.20000 382512.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A206 300.000 TON | 28.86000 8658.00| 33.74000 10122.00| 34.25000 10275.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 429B201 17983.000 TON | 23.38000 420442.54| 22.95000 412709.85| 26.15000 470255.45 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0050 429C205 500.000 TON | 26.91000 13455.00| 40.00000 20000.00| 33.80000 16900.00 Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 430B014 12821.000 TON | 8.60000 110260.60| 9.00000 115389.00| 12.88000 165134.48 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0070 600A000 LUMP| 9000.00000 9000.00| 66694.00000 66694.00| 14700.00000 14700.00 Mobilization | | | 0080 630A001 3675.000 LF | 9.00000 33075.00| 9.00000 33075.00| 9.00000 33075.00 Steel Beam Guardrail, Class A, Type 2 | | | 0090 630C022 4.000 EACH| 1350.00000 5400.00| 1350.00000 5400.00| 1350.00000 5400.00 Guardrail End Anchor, Type Special | | | 0100 630C070 16.000 EACH| 1050.00000 16800.00| 1050.00000 16800.00| 1050.00000 16800.00 Guardrail End Anchor, Type 10 Series | | | 0110 701A030 28.000 MILE| 590.00000 16520.00| 590.00000 16520.00| 590.00000 16520.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0120 701A035 15.000 MILE| 1050.00000 15750.00| 1050.00000 15750.00| 1050.00000 15750.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020301031 COUNTIES : DEKALB LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 23009 |( 2 ) 07002 |( 3 ) 10011 |WHITAKER CONTRACTING CORPOR |GOOD HOPE CONTRACTING CO., |JACKSON PAVING & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0130 701A045 10.000 MILE| 590.00000 5900.00| 590.00000 5900.00| 590.00000 5900.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C000 10.000 MILE| 300.00000 3000.00| 300.00000 3000.00| 300.00000 3000.00 Broken Temporary Traffic Stripe | | | 0150 701C001 45.000 MILE| 340.00000 15300.00| 340.00000 15300.00| 340.00000 15300.00 Solid Temporary Traffic Stripe | | | 0160 703A004 1080.000 SQFT| 1.80000 1944.00| 1.80000 1944.00| 1.80000 1944.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0170 705A032 660.000 EACH| 5.00000 3300.00| 5.00000 3300.00| 5.00000 3300.00 Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 1980.000 EACH| 5.25000 10395.00| 5.25000 10395.00| 5.25000 10395.00 Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 294.000 SQFT| 7.35000 2160.90| 8.48000 2493.12| 4.50000 1323.00 Construction Signs | | | 0200 740D000 50.000 EACH| 1.00000 50.00| 5.00000 250.00| 30.00000 1500.00 Channelizing Drums | | | 0210 740E000 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 2.00000 100.00 Cones (36 Inches High) | | | SECTION TOTALS | $ 1,050,094.64| $ 1,116,290.77| $ 1,194,220.53 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 1,050,094.64| $ 1,116,290.77| $ 1,194,220.53 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20020301033 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : NH-0084(502) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#5 (U.S.#78) from 0.4 miles north of I-59 to Cherry Avenue in Birmingham. Length - 1.758 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 480,264.32 100.0000% 2 01018 APAC-ALABAMA, INC. $ 551,350.71 114.8015% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 683,758.83 142.3714% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020301033 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 206C025 3314.000 SQYD| 1.70000 5633.80| 3.67000 12162.38| 10.00000 33140.00 Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 405A000 2756.000 GAL | 0.90000 2480.40| 2.75000 7579.00| 1.50000 4134.00 Tack Coat | | | 0030 408A051 78120.000 SQYD| 0.49000 38278.80| 0.92000 71870.40| 1.44000 112492.80 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 423A002 6082.000 TON | 40.37000 245530.34| 43.41000 264019.62| 48.00000 291936.00 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0050 424A286 565.000 TON | 35.79000 20221.35| 34.19000 19317.35| 42.00000 23730.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424A290 401.000 TON | 39.04000 15655.04| 37.55000 15057.55| 60.00000 24060.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424B584 500.000 TON | 42.23000 21115.00| 79.46000 39730.00| 60.00000 30000.00 Superpave Bituminous Concrete Lower | | | Binder Layer Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL E | | | 0080 600A000 LUMP| 15483.97000 15483.97| 11125.00000 11125.00| 46194.00000 46194.00 Mobilization | | | 0090 665F000 50.000 EACH| 4.81000 240.50| 12.13000 606.50| 1.00000 50.00 Hay Bales | | | 0100 665J000 150.000 LF | 6.01000 901.50| 8.57000 1285.50| 1.00000 150.00 Silt Fence, Type A | | | 0110 701C000 5.000 MILE| 352.10000 1760.50| 316.20000 1581.00| 650.00000 3250.00 Broken Temporary Traffic Stripe | | | 0120 701C001 7.000 MILE| 363.45000 2544.15| 326.40000 2284.80| 650.00000 4550.00 Solid Temporary Traffic Stripe | | | 0130 702A040 4.000 MILE| 2016.04000 8064.16| 1810.50000 7242.00| 2250.00000 9000.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020301033 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 702A041 4.000 MILE| 4310.33000 17241.32| 3870.90000 15483.60| 4500.00000 18000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A042 1.000 MILE| 2044.42000 2044.42| 1836.00000 1836.00| 2250.00000 2250.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 4.000 MILE| 4310.33000 17241.32| 3870.90000 15483.60| 4500.00000 18000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 3084.000 LF | 1.77000 5458.68| 1.58000 4872.72| 0.85000 2621.40 Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 7738.000 SQFT| 1.83000 14160.54| 1.63000 12612.94| 1.14000 8821.32 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 875.000 SQFT| 2.85000 2493.75| 2.55000 2231.25| 1.14000 997.50 Traffic Control Legends, Class 2, Type | | | 0200 703D001 888.000 SQFT| 1.02000 905.76| 0.92000 816.96| 0.36000 319.68 Temporary Traffic Control Markings | | | 0210 705A030 28.000 EACH| 5.46000 152.88| 4.90000 137.20| 5.00000 140.00 Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 234.000 EACH| 5.23000 1223.82| 4.69000 1097.46| 5.00000 1170.00 Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 221.000 EACH| 5.23000 1155.83| 4.69000 1036.49| 5.00000 1105.00 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 125.000 EACH| 5.46000 682.50| 4.90000 612.50| 5.00000 625.00 Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 36.000 EACH| 5.46000 196.56| 4.90000 176.40| 5.00000 180.00 Pavement Markers, Class A-H, Type 2-E | | | 0260 730H001 11726.000 LF | 2.56000 30018.56| 2.30000 26969.80| 2.85000 33419.10 Loop Wire | | | 0270 730I001 875.000 LF | 1.14000 997.50| 1.02000 892.50| 0.75000 656.25 Loop Detector Lead-In-Cable | | | 0280 740B000 452.000 SQFT| 8.41000 3801.32| 7.57000 3421.64| 6.89000 3114.28 Construction Signs | | | 0290 740D000 85.000 EACH| 30.05000 2554.25| 61.69000 5243.65| 44.50000 3782.50 Channelizing Drums | | | 0300 740E000 230.000 EACH| 6.01000 1382.30| 10.47000 2408.10| 12.50000 2875.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020301033 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0310 740M001 230.000 EACH| 1.20000 276.00| 7.16000 1646.80| 6.50000 1495.00 Ballast For Cone | | | 0320 741C010 1.000 EACH| 367.50000 367.50| 510.00000 510.00| 1500.00000 1500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 480,264.32| $ 551,350.71| $ 683,758.83 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 480,264.32| $ 551,350.71| $ 683,758.83 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20020301034 COUNTIES : BIBB LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : NH-0101(540) for constructing the Resurfacing and Traffic Stripe on S.R.#5 from the south city limits of Brent to the north city limits of Centreville. Length 5.638 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,011,755.62 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,015,795.22 100.3993% 3 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,251,894.22 123.7348% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020301034 COUNTIES : BIBB LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( 3 ) 02033 |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. |S. T. BUNN CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 209A000 2.000 EACH| 187.00000 374.00| 290.00000 580.00| 150.00000 300.00 Mailbox Reset, Single | | | 0020 210D001 3911.000 CUYD| 6.39000 24991.29| 10.15000 39696.65| 12.50000 48887.50 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 212A000 244.000 STA | 29.40000 7173.60| 9.15000 2232.60| 6.00000 1464.00 Machine Grading Shoulders | | | 0040 305B060 119.000 TON | 21.74000 2587.06| 23.40000 2784.60| 26.50000 3153.50 Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1" Down, | | | 0050 401B108 126061.000 SQYD| 0.76000 95806.36| 0.80000 100848.80| 0.80000 100848.80 Bituminous Treatment G (With Polymer | | | Additive) | | | 0060 405A000 4137.000 GAL | 1.05000 4343.85| 0.90000 3723.30| 1.20000 4964.40 Tack Coat | | | 0070 424A360 7099.000 TON | 32.69000 232066.31| 35.30000 250594.70| 41.75000 296383.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A363 300.000 TON | 54.15000 16245.00| 46.95000 14085.00| 70.00000 21000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424A366 200.000 TON | 40.65000 8130.00| 40.30000 8060.00| 47.50000 9500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424A369 160.000 TON | 50.46000 8073.60| 47.45000 7592.00| 61.50000 9840.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B651 12667.000 TON | 29.60000 374943.20| 29.70000 376209.90| 37.80000 478812.60 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020301034 COUNTIES : BIBB LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( 3 ) 02033 |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. |S. T. BUNN CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0120 424B655 500.000 TON | 60.77000 30385.00| 40.40000 20200.00| 70.00000 35000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B659 241.000 TON | 44.13000 10635.33| 36.15000 8712.15| 45.00000 10845.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B662 500.000 TON | 46.90000 23450.00| 39.60000 19800.00| 61.00000 30500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424C365 500.000 TON | 60.82000 30410.00| 40.40000 20200.00| 70.00000 35000.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 600A000 LUMP| 23500.00000 23500.00| 14000.00000 14000.00| 44000.00000 44000.00 Mobilization | | | 0170 651B000 10.000 TON | 42.42000 424.20| 110.00000 1100.00| 150.00000 1500.00 Agricultural Limestone | | | 0180 651C000 4.000 TON | 212.10000 848.40| 385.00000 1540.00| 450.00000 1800.00 8-8-8 Commercial Fertilizer | | | 0190 652A054 3.000 ACRE| 795.38000 2386.14| 490.00000 1470.00| 550.00000 1650.00 Seeding (Mix 2A) | | | 0200 652A056 2.000 ACRE| 795.38000 1590.76| 490.00000 980.00| 550.00000 1100.00 Seeding (Mix 2E) | | | 0210 656A000 5.000 ACRE| 530.25000 2651.25| 490.00000 2450.00| 550.00000 2750.00 Mulching, Class A, Type 1 | | | 0220 665F000 240.000 EACH| 9.32000 2236.80| 7.40000 1776.00| 5.00000 1200.00 Hay Bales | | | 0230 665J000 2880.000 LF | 4.30000 12384.00| 3.95000 11376.00| 4.50000 12960.00 Silt Fence, Type A | | | 0240 701A028 12.000 MILE| 1260.00000 15120.00| 1320.00000 15840.00| 1150.00000 13800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0250 701A041 1.000 MILE| 892.50000 892.50| 930.00000 930.00| 800.00000 800.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020301034 COUNTIES : BIBB LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( 3 ) 02033 |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. |S. T. BUNN CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0260 701A046 4.000 MILE| 892.50000 3570.00| 930.00000 3720.00| 800.00000 3200.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701A048 9.000 MILE| 1575.00000 14175.00| 1650.00000 14850.00| 1420.00000 12780.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0280 701B009 1262.000 LF | 0.65000 820.30| 0.66000 832.92| 0.65000 820.30 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0290 701C000 4.000 MILE| 283.50000 1134.00| 300.00000 1200.00| 320.00000 1280.00 Broken Temporary Traffic Stripe | | | 0300 701C001 10.000 MILE| 325.50000 3255.00| 340.00000 3400.00| 340.00000 3400.00 Solid Temporary Traffic Stripe | | | 0310 701G125 1156.000 LF | 3.41000 3941.96| 3.50000 4046.00| 3.44000 3976.64 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0320 701G129 408.000 LF | 2.10000 856.80| 2.20000 897.60| 1.91000 779.28 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0330 701G133 340.000 LF | 3.41000 1159.40| 3.50000 1190.00| 4.23000 1438.20 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0340 701H001 1496.000 LF | 0.53000 792.88| 0.55000 822.80| 0.75000 1122.00 Solid Traffic Stripe Removed (Plastic) | | | 0350 701H006 408.000 LF | 0.26000 106.08| 0.30000 122.40| 0.75000 306.00 Broken Traffic Stripe Removed (Plastic) | | | 0360 703A002 13275.000 SQFT| 1.65000 21903.75| 1.75000 23231.25| 1.70000 22567.50 Traffic Control Markings, Class 2, Type | | | A | | | 0370 703B002 135.000 SQFT| 1.65000 222.75| 1.75000 236.25| 2.80000 378.00 Traffic Control Legends, Class 2, Type | | | 0380 703D001 1152.000 SQFT| 1.05000 1209.60| 1.10000 1267.20| 1.00000 1152.00 Temporary Traffic Control Markings | | | 0390 705A031 160.000 EACH| 4.45000 712.00| 4.65000 744.00| 4.50000 720.00 Pavement Markers, Class A-H, Type 1-A | | | 0400 705A032 1457.000 EACH| 4.45000 6483.65| 4.65000 6775.05| 4.50000 6556.50 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020301034 COUNTIES : BIBB LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( 3 ) 02033 |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. |S. T. BUNN CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0410 705A037 436.000 EACH| 4.45000 1940.20| 4.65000 2027.40| 4.75000 2071.00 Pavement Markers, Class A-H, Type 2-D | | | 0420 705A038 797.000 EACH| 4.45000 3546.65| 4.65000 3706.05| 4.75000 3785.75 Pavement Markers, Class A-H, Type 2-E | | | 0430 740B000 1116.000 SQFT| 7.20000 8035.20| 7.60000 8481.60| 12.00000 13392.00 Construction Signs | | | 0440 740D000 41.000 EACH| 46.75000 1916.75| 49.00000 2009.00| 10.00000 410.00 Channelizing Drums | | | 0450 740O000 1.000 EACH| 3325.00000 3325.00| 6550.00000 6550.00| 2200.00000 2200.00 Pilot Car | | | 0460 741C010 1.000 EACH| 1000.00000 1000.00| 2904.00000 2904.00| 1500.00000 1500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,011,755.62| $ 1,015,795.22| $ 1,251,894.22 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 1,011,755.62| $ 1,015,795.22| $ 1,251,894.22 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20020301035 COUNTIES : MONROE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0101(542) for constructing the Resurfacing and Traffic Stripe on S.R.#12 (U.S.#84) from MP 66.600 near Perdue Hill to MP 71.900 west of Mexia. Length - 5.300 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 818,219.90 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 858,431.96 104.9146% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 864,944.30 105.7105% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020301035 COUNTIES : MONROE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23011 |( 3 ) 13008 |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 305A000 519.000 CUYD| 16.00000 8304.00| 8.03000 4167.57| 8.50000 4411.50 Borrow, Section 210, For Miscellaneous | | | Use | | | 0020 405A000 8116.000 GAL | 1.00000 8116.00| 1.18000 9576.88| 0.80000 6492.80 Tack Coat | | | 0030 408A053 90538.000 SQYD| 0.50000 45269.00| 0.67000 60660.46| 0.80000 72430.40 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 410C000 1.000 EACH| 1250.00000 1250.00| 35059.70000 35059.70| 938.20000 938.20 Contractor Retained Profilograph | | | 0050 424A360 6611.000 TON | 36.00000 237996.00| 31.73000 209767.03| 36.00000 237996.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 200.000 TON | 47.00000 9400.00| 50.05000 10010.00| 38.20000 7640.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B651 12005.000 TON | 33.00000 396165.00| 31.39000 376836.95| 34.70000 416573.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B655 100.000 TON | 80.00000 8000.00| 119.71000 11971.00| 35.20000 3520.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B659 800.000 TON | 38.75000 31000.00| 38.36000 30688.00| 38.50000 30800.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 428B000 56120.000 LF | 0.02000 1122.40| 0.05000 2806.00| 0.10000 5612.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0110 430B000 200.000 TON | 53.00000 10600.00| 21.77000 4354.00| 20.80000 4160.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020301035 COUNTIES : MONROE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23011 |( 3 ) 13008 |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0120 600A000 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 6500.00000 6500.00 Mobilization | | | 0130 652A054 4.000 ACRE| 425.00000 1700.00| 549.45000 2197.80| 494.70000 1978.80 Seeding (Mix 2A) | | | 0140 656A000 4.000 ACRE| 425.00000 1700.00| 549.45000 2197.80| 483.80000 1935.20 Mulching, Class A, Type 1 | | | 0150 665F000 150.000 EACH| 5.00000 750.00| 7.21000 1081.50| 6.20000 930.00 Hay Bales | | | 0160 665J000 100.000 LF | 4.00000 400.00| 3.86000 386.00| 7.20000 720.00 Silt Fence, Type A | | | 0170 701A028 11.000 MILE| 795.00000 8745.00| 1252.75000 13780.25| 1046.50000 11511.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A046 4.000 MILE| 650.00000 2600.00| 879.12000 3516.48| 872.10000 3488.40 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 9.000 MILE| 950.00000 8550.00| 1560.44000 14043.96| 1046.50000 9418.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701C002 12.000 MILE| 175.00000 2100.00| 296.70000 3560.40| 290.70000 3488.40 Broken Temporary Traffic Stripe (Paint) | | | 0210 701C003 27.000 MILE| 225.00000 6075.00| 318.68000 8604.36| 337.20000 9104.40 Solid Temporary Traffic Stripe (Paint) | | | 0220 703A002 2964.000 SQFT| 1.75000 5187.00| 1.87000 5542.68| 2.30000 6817.20 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 90.000 SQFT| 3.00000 270.00| 2.86000 257.40| 2.30000 207.00 Traffic Control Legends, Class 2, Type | | | 0240 703D002 1391.000 SQFT| 0.75000 1043.25| 0.55000 765.05| 1.20000 1669.20 Temporary Traffic Control Markings | | | (Paint) | | | 0250 705A030 124.000 EACH| 5.00000 620.00| 5.27000 653.48| 5.20000 644.80 Pavement Markers, Class A-H, Type 2-C | | | 0260 705A031 90.000 EACH| 5.00000 450.00| 5.05000 454.50| 5.20000 468.00 Pavement Markers, Class A-H, Type 1-A | | | 0270 705A032 484.000 EACH| 5.00000 2420.00| 5.05000 2444.20| 5.20000 2516.80 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020301035 COUNTIES : MONROE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23011 |( 3 ) 13008 |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0280 705A037 534.000 EACH| 5.00000 2670.00| 5.27000 2814.18| 5.20000 2776.80 Pavement Markers, Class A-H, Type 2-D | | | 0290 705A038 140.000 EACH| 5.00000 700.00| 5.27000 737.80| 5.20000 728.00 Pavement Markers, Class A-H, Type 2-E | | | 0300 740B000 361.000 SQFT| 7.25000 2617.25| 9.21000 3324.81| 12.10000 4368.10 Construction Signs | | | 0310 740E000 200.000 EACH| 5.00000 1000.00| 11.65000 2330.00| 1.00000 200.00 Cones (36 Inches High) | | | 0320 740M001 200.000 EACH| 2.00000 400.00| 7.65000 1530.00| 1.00000 200.00 Ballast For Cone | | | 0330 740O000 1.000 EACH| 1000.00000 1000.00| 7311.72000 7311.72| 4698.80000 4698.80 Pilot Car | | | SECTION TOTALS | $ 818,219.90| $ 858,431.96| $ 864,944.30 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 818,219.90| $ 858,431.96| $ 864,944.30 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20020301036 COUNTIES : MADISON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0102(518) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#53 from MP 333.000 northwest of Huntsville to MP 337.087 at the Madison/Limestone county line. Length - 4.087 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 511,712.25 100.0000% 2 02035 BURGREEN CONTRACTING COMPANY, INC. $ 618,325.50 120.8346% 3 01018 APAC-ALABAMA, INC. $ 673,973.52 131.7095% 4 19010 SHELBY CONTRACTING CO., INC. $ 725,390.40 141.7575% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020301036 COUNTIES : MADISON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01018 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 209A000 1.000 EACH| 335.00000 335.00| 1000.00000 1000.00| 1418.02000 1418.02 Mailbox Reset, Single | | | 0020 405A000 2175.000 GAL | 2.00000 4350.00| 1.00000 2175.00| 1.46000 3175.50 Tack Coat | | | 0030 408A052 62060.000 SQYD| 0.65000 40339.00| 0.60000 37236.00| 0.91000 56474.60 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 600.000 SQYD| 1.30000 780.00| 5.00000 3000.00| 5.01000 3006.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410B000 1.000 EACH| 2800.00000 2800.00| 1000.00000 1000.00| 687.49000 687.49 State Furnished Profilograph | | | 0060 424A360 3980.000 TON | 27.50000 109450.00| 31.50000 125370.00| 38.18000 151956.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B651 9944.000 TON | 22.50000 223740.00| 28.50000 283404.00| 28.77000 286088.88 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B659 100.000 TON | 33.25000 3325.00| 38.00000 3800.00| 53.39000 5339.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B662 1430.000 TON | 36.50000 52195.00| 28.50000 40755.00| 37.26000 53281.80 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B004 1750.000 TON | 10.00000 17500.00| 12.00000 21000.00| 16.20000 28350.00 Aggregate Surfacing (ALDOT #810) | | | 0110 600A000 LUMP| 10370.00000 10370.00| 54000.00000 54000.00| 40682.57000 40682.57 Mobilization | | | 0120 701A032 4.000 MILE| 1250.00000 5000.00| 1650.00000 6600.00| 1632.00000 6528.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020301036 COUNTIES : MADISON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01018 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0130 701A046 4.000 MILE| 900.00000 3600.00| 900.00000 3600.00| 867.00000 3468.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701A080 9.000 MILE| 800.00000 7200.00| 925.00000 8325.00| 907.80000 8170.20 Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 0150 701B009 30.000 LF | 1.00000 30.00| 2.00000 60.00| 0.77000 23.10 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 8.000 MILE| 340.00000 2720.00| 330.00000 2640.00| 326.40000 2611.20 Broken Temporary Traffic Stripe | | | 0170 701C001 26.000 MILE| 380.00000 9880.00| 365.00000 9490.00| 357.00000 9282.00 Solid Temporary Traffic Stripe | | | 0180 701G125 405.000 LF | 5.00000 2025.00| 3.50000 1417.50| 3.37000 1364.85 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G133 405.000 LF | 5.25000 2126.25| 3.50000 1417.50| 3.37000 1364.85 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H001 810.000 LF | 1.00000 810.00| 0.60000 486.00| 0.51000 413.10 Solid Traffic Stripe Removed (Plastic) | | | 0210 703A002 190.000 SQFT| 1.80000 342.00| 2.50000 475.00| 2.04000 387.60 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 30.000 SQFT| 2.80000 84.00| 4.00000 120.00| 2.96000 88.80 Traffic Control Legends, Class 2, Type | | | 0230 705A032 130.000 EACH| 5.00000 650.00| 5.25000 682.50| 5.00000 650.00 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 328.000 EACH| 5.25000 1722.00| 5.25000 1722.00| 5.00000 1640.00 Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 652.000 SQFT| 13.25000 8639.00| 12.50000 8150.00| 11.53000 7517.56 Construction Signs | | | 0260 740E000 200.000 EACH| 5.00000 1000.00| 1.00000 200.00| 0.01000 2.00 Cones (36 Inches High) | | | 0270 740M001 200.000 EACH| 3.50000 700.00| 1.00000 200.00| 0.01000 2.00 Ballast For Cone | | | SECTION TOTALS | $ 511,712.25| $ 618,325.50| $ 673,973.52 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 511,712.25| $ 618,325.50| $ 673,973.52 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020301036 COUNTIES : MADISON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 19010 |( ) |( ) |SHELBY CONTRACTING CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 209A000 1.000 EACH| 175.00000 175.00| | Mailbox Reset, Single | | | 0020 405A000 2175.000 GAL | 0.90000 1957.50| | Tack Coat | | | 0030 408A052 62060.000 SQYD| 0.84000 52130.40| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 600.000 SQYD| 0.84000 504.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410B000 1.000 EACH| 2800.00000 2800.00| | State Furnished Profilograph | | | 0060 424A360 3980.000 TON | 39.90000 158802.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B651 9944.000 TON | 36.80000 365939.20| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B659 100.000 TON | 40.00000 4000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B662 1430.000 TON | 40.00000 57200.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B004 1750.000 TON | 14.00000 24500.00| | Aggregate Surfacing (ALDOT #810) | | | 0110 600A000 LUMP| 11000.00000 11000.00| | Mobilization | | | 0120 701A032 4.000 MILE| 1600.00000 6400.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020301036 COUNTIES : MADISON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 19010 |( ) |( ) |SHELBY CONTRACTING CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0130 701A046 4.000 MILE| 850.00000 3400.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701A080 9.000 MILE| 890.00000 8010.00| | Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 0150 701B009 30.000 LF | 0.75000 22.50| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 8.000 MILE| 320.00000 2560.00| | Broken Temporary Traffic Stripe | | | 0170 701C001 26.000 MILE| 350.00000 9100.00| | Solid Temporary Traffic Stripe | | | 0180 701G125 405.000 LF | 3.30000 1336.50| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G133 405.000 LF | 3.30000 1336.50| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H001 810.000 LF | 0.50000 405.00| | Solid Traffic Stripe Removed (Plastic) | | | 0210 703A002 190.000 SQFT| 2.00000 380.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 30.000 SQFT| 2.90000 87.00| | Traffic Control Legends, Class 2, Type | | | 0230 705A032 130.000 EACH| 4.90000 637.00| | Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 328.000 EACH| 4.90000 1607.20| | Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 652.000 SQFT| 9.05000 5900.60| | Construction Signs | | | 0260 740E000 200.000 EACH| 15.00000 3000.00| | Cones (36 Inches High) | | | 0270 740M001 200.000 EACH| 11.00000 2200.00| | Ballast For Cone | | | SECTION TOTALS | $ 725,390.40| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 725,390.40| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20020301037 COUNTIES : JACKSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0102(519) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#35 from the Tennessee River at MP 47.03 to U.S.#72 in Scottsboro at MP 49.53. Length - 2.500 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 487,866.33 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020301037 COUNTIES : JACKSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 10011 |( ) |( ) |JACKSON PAVING & CONSTRUCTI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 405A000 2770.000 GAL | 0.91000 2520.70| | Tack Coat | | | 0020 408A052 92215.000 SQYD| 0.59500 54867.93| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 500.000 SQYD| 1.50000 750.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A361 7607.000 TON | 35.35000 268907.45| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A366 491.000 TON | 35.85000 17602.35| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B655 100.000 TON | 40.95000 4095.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 85.000 TON | 40.95000 3480.75| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 428C000 21440.000 LF | 0.26000 5574.40| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0090 600A000 LUMP| 29450.00000 29450.00| | Mobilization | | | 0100 701C000 18.000 MILE| 305.00000 5490.00| | Broken Temporary Traffic Stripe | | | 0110 701C001 20.000 MILE| 330.00000 6600.00| | Solid Temporary Traffic Stripe | | | 0120 701G121 264.000 LF | 1.70000 448.80| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020301037 COUNTIES : JACKSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 10011 |( ) |( ) |JACKSON PAVING & CONSTRUCTI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0130 701G125 264.000 LF | 3.30000 871.20| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701G129 264.000 LF | 1.70000 448.80| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0150 701G133 264.000 LF | 3.30000 871.20| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701H001 528.000 LF | 0.50000 264.00| | Solid Traffic Stripe Removed (Plastic) | | | 0170 701H006 528.000 LF | 0.50000 264.00| | Broken Traffic Stripe Removed (Plastic) | | | 0180 702A040 5.000 MILE| 1850.00000 9250.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A041 5.000 MILE| 3900.00000 19500.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702A042 4.000 MILE| 1850.00000 7400.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 702A043 5.000 MILE| 3900.00000 19500.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 702B011 300.000 LF | 1.60000 480.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 0230 703A002 400.000 SQFT| 2.00000 800.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 70.000 SQFT| 2.90000 203.00| | Traffic Control Legends, Class 2, Type | | | 0250 705A030 16.000 EACH| 4.25000 68.00| | Pavement Markers, Class A-H, Type 2-C | | | 0260 705A031 275.000 EACH| 4.25000 1168.75| | Pavement Markers, Class A-H, Type 1-A | | | 0270 705A032 240.000 EACH| 4.25000 1020.00| | Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020301037 COUNTIES : JACKSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 10011 |( ) |( ) |JACKSON PAVING & CONSTRUCTI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0280 705A037 240.000 EACH| 4.25000 1020.00| | Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 840.000 SQFT| 13.75000 11550.00| | Construction Signs | | | 0300 740D000 200.000 EACH| 30.00000 6000.00| | Channelizing Drums | | | 0310 740E000 200.000 EACH| 10.50000 2100.00| | Cones (36 Inches High) | | | 0320 740M001 200.000 EACH| 6.50000 1300.00| | Ballast For Cone | | | 0330 741C010 2.000 EACH| 2000.00000 4000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 487,866.33| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 487,866.33| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20020301038 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0103(505) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#53 (U.S.#231) from the Marshall county line to C.R.#296. Length 3.000 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 576,966.84 100.0000% 2 01018 APAC-ALABAMA, INC. $ 696,168.67 120.6601% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020301038 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 23009 |( 2 ) 01018 |( ) |WHITAKER CONTRACTING CORPOR |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 401B108 11065.000 SQYD| 1.27670 14126.69| 1.31000 14495.15| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 3010.000 GAL | 1.00000 3010.00| 1.36000 4093.60| Tack Coat | | | 0030 408A051 72000.000 SQYD| 0.31000 22320.00| 0.42000 30240.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 408A053 25500.000 SQYD| 0.31000 7905.00| 0.79000 20145.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 424A360 5350.000 TON | 28.50000 152475.00| 33.42000 178797.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 215.000 TON | 28.50000 6127.50| 72.71000 15632.65| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B651 10685.000 TON | 23.39000 249922.15| 27.32000 291914.20| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B659 50.000 TON | 25.30000 1265.00| 118.11000 5905.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B004 625.000 TON | 10.88000 6800.00| 12.27000 7668.75| Aggregate Surfacing (ALDOT #810) | | | 0100 430B040 1245.000 TON | 10.88000 13545.60| 19.54000 24327.30| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0110 600A000 LUMP| 8600.00000 8600.00| 12270.02000 12270.02| Mobilization | | | 0120 701C000 16.000 MILE| 300.00000 4800.00| 306.00000 4896.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020301038 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 23009 |( 2 ) 01018 |( ) |WHITAKER CONTRACTING CORPOR |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0130 701C001 24.000 MILE| 320.00000 7680.00| 326.40000 7833.60| Solid Temporary Traffic Stripe | | | 0140 702A040 6.000 MILE| 1775.00000 10650.00| 1810.50000 10863.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A041 6.000 MILE| 3795.00000 22770.00| 3870.90000 23225.40| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 2.000 MILE| 1775.00000 3550.00| 1810.50000 3621.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 6.000 MILE| 3795.00000 22770.00| 3870.90000 23225.40| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702B011 1690.000 LF | 1.65000 2788.50| 1.68000 2839.20| Dotted Profiled Traffic Stripe (6" Wide | | | 0190 703A002 210.000 SQFT| 2.00000 420.00| 2.04000 428.40| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 68.000 SQFT| 3.00000 204.00| 3.06000 208.08| Traffic Control Legends, Class 2, Type | | | 0210 705A030 400.000 EACH| 5.00000 2000.00| 5.10000 2040.00| Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 88.000 EACH| 4.80000 422.40| 4.90000 431.20| Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 45.000 EACH| 4.80000 216.00| 4.90000 220.50| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 45.000 EACH| 5.00000 225.00| 5.10000 229.50| Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 840.000 SQFT| 7.35000 6174.00| 7.21000 6056.40| Construction Signs | | | 0260 740D000 200.000 EACH| 10.00000 2000.00| 6.86000 1372.00| Channelizing Drums | | | 0270 740E000 200.000 EACH| 10.00000 2000.00| 8.56000 1712.00| Cones (36 Inches High) | | | 0280 740M001 200.000 EACH| 0.00000 0.00| 0.30000 60.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020301038 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 23009 |( 2 ) 01018 |( ) |WHITAKER CONTRACTING CORPOR |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0290 741C010 2.000 EACH| 1100.00000 2200.00| 708.91000 1417.82| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 576,966.84| $ 696,168.67| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 576,966.84| $ 696,168.67| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20020301039 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0103(506) for constructing the Planing, Resurfacing and Traffic Stripe STPAA-0202(518) at various sites on S.R.#21 and S.R.#77 as indicated on the STPAA-FM02(901) plans. Length 11.189 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,283,067.10 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,536,877.75 119.7816% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020301039 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 13022 |( 2 ) 01018 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 209A000 17.000 EACH| 82.00000 1394.00| 225.17000 3827.89| Mailbox Reset, Single | | | 0020 305A040 750.000 CUYD| 9.00000 6750.00| 24.69000 18517.50| Soil Aggregate, Section 823, For | | | Miscellaneous Use | | | 0030 401B100 201672.000 SQYD| 0.45000 90752.40| 0.62000 125036.64| Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 2300.000 GAL | 1.50000 3450.00| 1.37000 3151.00| Tack Coat | | | 0050 408A051 794.000 SQYD| 4.85000 3850.90| 11.23000 8916.62| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 408A052 131357.000 SQYD| 0.70000 91949.90| 1.00000 131357.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 408A053 61768.000 SQYD| 1.40000 86475.20| 1.78000 109947.04| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0080 408A054 160.000 SQYD| 10.00000 1600.00| 62.93000 10068.80| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0090 410H000 1.000 EACH| 24000.00000 24000.00| 22150.00000 22150.00| Material Remixing Device | | | 0100 424A280 3650.000 TON | 34.00000 124100.00| 38.37000 140050.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0110 424A289 50.000 TON | 55.00000 2750.00| 206.05000 10302.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424A361 12150.000 TON | 27.00000 328050.00| 33.41000 405931.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020301039 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 13022 |( 2 ) 01018 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0130 424A366 450.000 TON | 27.00000 12150.00| 45.75000 20587.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424A370 150.000 TON | 50.00000 7500.00| 62.46000 9369.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B281 6750.000 TON | 26.25000 177187.50| 33.27000 224572.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0160 424B285 100.000 TON | 65.00000 6500.00| 90.27000 9027.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0170 424B655 400.000 TON | 60.00000 24000.00| 90.27000 36108.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B659 50.000 TON | 55.00000 2750.00| 68.19000 3409.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 600A000 LUMP| 81720.00000 81720.00| 13020.00000 13020.00| Mobilization | | | 0200 701A028 20.000 MILE| 1300.00000 26000.00| 1365.00000 27300.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0210 701A041 4.000 MILE| 900.00000 3600.00| 945.00000 3780.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A046 13.000 MILE| 900.00000 11700.00| 945.00000 12285.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701A048 14.000 MILE| 1500.00000 21000.00| 1575.00000 22050.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020301039 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 13022 |( 2 ) 01018 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0240 701B009 868.000 LF | 0.65000 564.20| 0.68000 590.24| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0250 701C000 30.000 MILE| 300.00000 9000.00| 315.00000 9450.00| Broken Temporary Traffic Stripe | | | 0260 701C001 25.000 MILE| 320.00000 8000.00| 336.00000 8400.00| Solid Temporary Traffic Stripe | | | 0270 703A002 18900.000 SQFT| 1.80000 34020.00| 1.89000 35721.00| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703B002 745.000 SQFT| 2.80000 2086.00| 2.94000 2190.30| Traffic Control Legends, Class 2, Type | | | 0290 703D001 1200.000 SQFT| 1.00000 1200.00| 1.05000 1260.00| Temporary Traffic Control Markings | | | 0300 730H001 26860.000 LF | 2.00000 53720.00| 2.10000 56406.00| Loop Wire | | | 0310 730I001 6715.000 LF | 1.00000 6715.00| 1.05000 7050.75| Loop Detector Lead-In-Cable | | | 0320 740B000 1586.000 SQFT| 12.00000 19032.00| 11.03000 17493.58| Construction Signs | | | 0330 740E000 300.000 EACH| 6.00000 1800.00| 13.65000 4095.00| Cones (36 Inches High) | | | 0340 740M001 300.000 EACH| 4.00000 1200.00| 8.40000 2520.00| Ballast For Cone | | | 0350 740O000 1.000 EACH| 4500.00000 4500.00| 17008.35000 17008.35| Pilot Car | | | 0360 741C010 2.000 EACH| 1000.00000 2000.00| 1963.52000 3927.04| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,283,067.10| $ 1,536,877.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 1,283,067.10| $ 1,536,877.75| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/01/02 COMPLETION DATE CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : STPAA-201(523) for constructing the Additional Lanes (Including Signals) on S.R.#14 from I-65 to S.R.#143 in Robinson Springs. Length 2.684 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19047 SOUTHEAST CHEROKEE CONSTRUCTION CO., INC. $ 5,203,774.85 100.0000% 2 04014 DUBOSE CONSTRUCTION, L.L.C. $ 5,231,343.98 100.5298% 3 01018 APAC-ALABAMA, INC. $ 5,327,178.59 102.3714% 4 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 5,729,122.31 110.0955% 5 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 5,868,420.14 112.7724% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 19047 |( 2 ) 04014 |( 3 ) 01018 |SOUTHEAST CHEROKEE CONSTRUC |DUBOSE CONSTRUCTION, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 287000.00000 287000.00| 191500.00000 191500.00| 50500.00000 50500.00 Clearing & Grubbing (Approximately 93 | | | Acres) | | | 0020 206C003 2734.000 SQYD| 1.50000 4101.00| 5.00000 13670.00| 2.53000 6917.02 Removing Concrete Flumes | | | 0030 206D000 1359.000 LF | 3.00000 4077.00| 6.00000 8154.00| 4.04000 5490.36 Removing Pipe | | | 0040 206D001 573.000 LF | 3.00000 1719.00| 1.00000 573.00| 3.03000 1736.19 Removing Guardrail | | | 0050 206D002 271.000 LF | 3.00000 813.00| 5.00000 1355.00| 4.55000 1233.05 Removing Curb | | | 0060 206D003 809.000 LF | 3.00000 2427.00| 5.00000 4045.00| 4.55000 3680.95 Removing Curb And Gutter | | | 0070 206E000 9.000 EACH| 250.00000 2250.00| 250.00000 2250.00| 353.50000 3181.50 Removing Headwalls | | | 0080 206E001 7.000 EACH| 300.00000 2100.00| 250.00000 1750.00| 404.00000 2828.00 Removing Inlets | | | 0090 206E003 1.000 EACH| 500.00000 500.00| 400.00000 400.00| 505.00000 505.00 Removing Manholes | | | 0100 210A000 53580.000 CUYD| 4.03000 215927.40| 3.00000 160740.00| 4.07000 218070.60 Unclassified Excavation | | | 0110 210D000 66568.000 CUYD| 4.20000 279585.60| 5.00000 332840.00| 4.24000 282248.32 Borrow Excavation | | | 0120 210D011 20700.000 CUYD| 4.70000 97290.00| 5.00000 103500.00| 4.75000 98325.00 Borrow Excavation (A-4 or Better) | | | 0130 214A000 4202.000 CUYD| 8.00000 33616.00| 9.00000 37818.00| 8.08000 33952.16 Structure Excavation | | | 0140 214B001 843.000 CUYD| 35.00000 29505.00| 30.00000 25290.00| 35.35000 29800.05 Foundation Backfill, Commercial | | | 0150 230A000 246.000 RBST| 215.00000 52890.00| 300.00000 73800.00| 217.15000 53418.90 Roadbed Processing | | | 0160 301A012 65000.000 SQYD| 4.86000 315900.00| 5.70000 370500.00| 4.90000 318500.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0170 401A000 65000.000 SQYD| 0.36000 23400.00| 0.36000 23400.00| 0.40000 26000.00 Bituminous Treatment A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 19047 |( 2 ) 04014 |( 3 ) 01018 |SOUTHEAST CHEROKEE CONSTRUC |DUBOSE CONSTRUCTION, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0180 405A000 16167.000 GAL | 0.68000 10993.56| 0.68000 10993.56| 0.75000 12125.25 Tack Coat | | | 0190 410C000 1.000 EACH| 30000.00000 30000.00| 30000.00000 30000.00| 5000.00000 5000.00 Contractor Retained Profilograph | | | 0200 420A011 6604.000 TON | 43.25000 285623.00| 44.25000 292227.00| 48.25000 318643.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0210 424A281 9640.000 TON | 28.87000 278306.80| 29.87000 287946.80| 32.00000 308480.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0220 424A361 2363.000 TON | 28.77000 67983.51| 29.77000 70346.51| 30.75000 72662.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424B281 12853.000 TON | 26.84000 344974.52| 27.84000 357827.52| 28.75000 369523.75 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0240 424B289 11936.000 TON | 25.89000 309023.04| 26.89000 320959.04| 28.00000 334208.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 424B582 10398.000 TON | 17.57000 182692.86| 18.57000 193090.86| 18.57000 193090.86 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0260 424B651 3150.000 TON | 27.03000 85144.50| 28.03000 88294.50| 29.00000 91350.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424B682 5011.000 TON | 17.57000 88043.27| 18.57000 93054.27| 18.57000 93054.27 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424C281 19182.000 TON | 17.07000 327436.74| 18.07000 346618.74| 18.07000 346618.74 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 19047 |( 2 ) 04014 |( 3 ) 01018 |SOUTHEAST CHEROKEE CONSTRUC |DUBOSE CONSTRUCTION, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0290 424C361 9092.000 TON | 17.07000 155200.44| 18.07000 164292.44| 18.07000 164292.44 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0300 428B000 50464.000 LF | 0.03000 1513.92| 0.03000 1513.92| 0.04000 2018.56 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0310 430B040 1500.000 TON | 16.00000 24000.00| 26.00000 39000.00| 16.16000 24240.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0320 502A000 84274.000 LB | 0.48000 40451.52| 0.48000 40451.52| 0.48000 40451.52 Steel Reinforcement | | | 0330 524B011 644.000 CUYD| 485.00000 312340.00| 375.00000 241500.00| 490.00000 315560.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0340 530A001 810.000 LF | 18.00000 14580.00| 15.00000 12150.00| 18.20000 14742.00 18" Roadway Pipe (Class 3 R.C.) | | | 0350 530A002 100.000 LF | 25.00000 2500.00| 23.00000 2300.00| 25.25000 2525.00 24" Roadway Pipe (Class 3 R.C.) | | | 0360 530A101 4.000 LF | 45.00000 180.00| 60.00000 240.00| 45.45000 181.80 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0370 530A102 106.000 LF | 40.00000 4240.00| 25.00000 2650.00| 40.40000 4282.40 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 530A103 24.000 LF | 50.00000 1200.00| 50.00000 1200.00| 50.50000 1212.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0390 530A104 22.000 LF | 62.00000 1364.00| 60.00000 1320.00| 62.62000 1377.64 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0400 533A040 356.000 LF | 35.00000 12460.00| 32.00000 11392.00| 35.35000 12584.60 30" Storm Sewer Pipe (Class 2 R.C.) | | | 0410 535A080 370.000 LF | 24.00000 8880.00| 16.00000 5920.00| 24.24000 8968.80 18" Side Drain Pipe (Class 3 R.C.) | | | 0420 535A300 16.000 LF | 14.00000 224.00| 30.00000 480.00| 14.14000 226.24 15" Side Drain Pipe (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -5 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 19047 |( 2 ) 04014 |( 3 ) 01018 |SOUTHEAST CHEROKEE CONSTRUC |DUBOSE CONSTRUCTION, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0430 535B001 546.000 LF | 14.00000 7644.00| 18.00000 9828.00| 14.14000 7720.44 21" Span, 15" Rise Side Drain Pipe | | | 0440 535B003 272.000 LF | 26.00000 7072.00| 23.00000 6256.00| 26.26000 7142.72 35" Span, 24" Rise Side Drain Pipe | | | 0450 600A000 LUMP| 334500.00000 334500.00| 374000.00000 374000.00| 520000.00000 520000.00 Mobilization | | | 0460 602A000 2.000 EACH| 150.00000 300.00| 125.00000 250.00| 252.50000 505.00 Right Of Way Markers | | | 0470 606A000 500.000 LF | 6.00000 3000.00| 10.00000 5000.00| 7.07000 3535.00 6" Underdrain Pipe | | | 0480 610C001 1588.000 TON | 22.00000 34936.00| 22.00000 34936.00| 22.22000 35285.36 Loose Riprap, Class 2 | | | 0490 610C003 440.000 TON | 24.00000 10560.00| 24.00000 10560.00| 24.24000 10665.60 Loose Riprap, Class 4 | | | 0500 610D000 1584.000 SQYD| 3.00000 4752.00| 2.50000 3960.00| 3.03000 4799.52 Filter Blanket | | | 0510 614A000 436.000 CUYD| 155.00000 67580.00| 150.00000 65400.00| 181.80000 79264.80 Slope Paving | | | 0520 619A002 5.000 EACH| 375.00000 1875.00| 375.00000 1875.00| 343.40000 1717.00 18" Roadway Pipe End Treatment, Class 1 | | | 0530 619A003 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| 378.75000 1515.00 24" Roadway Pipe End Treatment, Class 1 | | | 0540 619A100 1.000 EACH| 325.00000 325.00| 325.00000 325.00| 343.40000 343.40 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A101 12.000 EACH| 350.00000 4200.00| 350.00000 4200.00| 378.75000 4545.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619B116 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| 378.75000 1515.00 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0570 619B118 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 606.00000 1212.00 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0580 620A000 6.000 CUYD| 665.00000 3990.00| 665.00000 3990.00| 808.00000 4848.00 Minor Structure Concrete | | | 0590 621A004 4.000 EACH| 1700.00000 6800.00| 1700.00000 6800.00| 2323.00000 9292.00 Junction Boxes, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -6 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 19047 |( 2 ) 04014 |( 3 ) 01018 |SOUTHEAST CHEROKEE CONSTRUC |DUBOSE CONSTRUCTION, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0600 621A005 2.000 EACH| 1550.00000 3100.00| 1550.00000 3100.00| 1818.00000 3636.00 Junction Boxes, Type 1 | | | 0610 621B004 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 454.50000 454.50 Junction Box Units, Type 4 | | | 0620 621C006 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 5252.00000 5252.00 Inlets, Type KL | | | 0630 621C015 3.000 EACH| 1525.00000 4575.00| 1525.00000 4575.00| 1616.00000 4848.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0640 621C020 1.000 EACH| 1788.00000 1788.00| 1788.00000 1788.00| 1666.50000 1666.50 Inlets, Type Y | | | 0650 621C027 7.000 EACH| 1560.00000 10920.00| 1560.00000 10920.00| 1262.50000 8837.50 Inlets, Type C | | | 0660 621C109 1.000 EACH| 2950.00000 2950.00| 2950.00000 2950.00| 3636.00000 3636.00 Inlets, Type PD | | | 0670 621D002 8.000 EACH| 250.00000 2000.00| 250.00000 2000.00| 277.75000 2222.00 Inlet Units, Type C | | | 0680 621D019 1.000 EACH| 202.00000 202.00| 202.00000 202.00| 277.75000 277.75 Inlet Units, Type Y | | | 0690 621E002 1.000 EACH| 1325.00000 1325.00| 1600.00000 1600.00| 1339.02000 1339.02 Manholes, Type L | | | 0700 621F003 4.000 EACH| 159.00000 636.00| 350.00000 1400.00| 160.68000 642.72 Manhole Units, Type L | | | 0710 623A001 1010.000 LF | 10.10000 10201.00| 10.50000 10605.00| 12.12000 12241.20 Concrete Gutter (Valley) | | | 0720 623B000 974.000 LF | 16.50000 16071.00| 8.55000 8327.70| 6.57000 6399.18 Concrete Curb, Type N | | | 0730 623C000 1591.000 LF | 9.55000 15194.05| 10.00000 15910.00| 15.15000 24103.65 Combination Curb & Gutter, Type C | | | 0740 630A001 840.000 LF | 13.00000 10920.00| 12.00000 10080.00| 12.12000 10180.80 Steel Beam Guardrail, Class A, Type 2 | | | 0750 630C070 4.000 EACH| 1250.00000 5000.00| 1500.00000 6000.00| 1262.50000 5050.00 Guardrail End Anchor, Type 10 Series | | | 0760 641A036 60.000 LF | 47.20000 2832.00| 30.00000 1800.00| 44.95000 2697.00 8 Inch D. I. Water Main Laid | | | 0770 641A040 400.000 LF | 53.00000 21200.00| 50.00000 20000.00| 50.50000 20200.00 16 Inch D.I. Water Main Laid | | | 0780 641A052 1900.000 LF | 23.32000 44308.00| 12.00000 22800.00| 22.22000 42218.00 8 Inch P.V.C. Water Main Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -7 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 19047 |( 2 ) 04014 |( 3 ) 01018 |SOUTHEAST CHEROKEE CONSTRUC |DUBOSE CONSTRUCTION, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0790 643A000 1.000 EACH| 318.00000 318.00| 500.00000 500.00| 303.00000 303.00 Water Meters Reset | | | 0800 643B000 5.000 EACH| 106.00000 530.00| 500.00000 2500.00| 101.00000 505.00 Valve Boxes Reset | | | 0810 645A015 40.000 LF | 31.80000 1272.00| 30.00000 1200.00| 32.14000 1285.60 6 Inch P.V.C. Sanitary Sewer Pipe | | | (Force Main) | | | 0820 645A016 130.000 LF | 42.40000 5512.00| 20.00000 2600.00| 42.85000 5570.50 8 Inch P.V.C. Sanitary Sewer Pipe | | | (Force Main) | | | 0830 645A020 20.000 LF | 42.40000 848.00| 80.00000 1600.00| 42.85000 857.00 8 Inch P.V.C. Sanitary Sewer Pipe | | | 0840 645A024 40.000 LF | 31.80000 1272.00| 25.00000 1000.00| 32.14000 1285.60 3 Inch P.V.C. Sanitary Sewer Pipe | | | (Force Main) | | | 0850 649A056 30.000 LF | 63.60000 1908.00| 90.00000 2700.00| 64.27000 1928.10 10 Inch Encasement Pipe, (Split) Type | | | 1A Installation | | | 0860 649A071 30.000 LF | 63.60000 1908.00| 90.00000 2700.00| 64.27000 1928.10 6 Inch Encasement Pipe, (Split) Type 1 | | | Installation | | | 0870 649A072 50.000 LF | 68.90000 3445.00| 90.00000 4500.00| 69.63000 3481.50 12 Inch Encasement Pipe, (Split) Type | | | 1A Installation | | | 0880 650B000 17121.000 CUYD| 4.45000 76188.45| 3.25000 55643.25| 4.49000 76873.29 Topsoil From Stockpiles | | | 0890 652A054 27.000 ACRE| 500.00000 13500.00| 525.00000 14175.00| 505.00000 13635.00 Seeding (Mix 2A) | | | 0900 652B053 9.000 ACRE| 300.00000 2700.00| 400.00000 3600.00| 303.00000 2727.00 Temporary Seeding (Mix 2AT) | | | 0910 652D054 9.000 ACRE| 500.00000 4500.00| 500.00000 4500.00| 505.00000 4545.00 Seeding In Stubble (Mix 2A) | | | 0920 654A001 1709.000 SQYD| 3.00000 5127.00| 3.00000 5127.00| 3.03000 5178.27 Solid Sodding (Bermuda) | | | 0930 656A000 36.000 ACRE| 450.00000 16200.00| 515.00000 18540.00| 454.50000 16362.00 Mulching, Class A, Type 1 | | | 0940 659A000 600.000 SQYD| 2.00000 1200.00| 2.15000 1290.00| 2.02000 1212.00 Erosion Control Netting, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -8 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 19047 |( 2 ) 04014 |( 3 ) 01018 |SOUTHEAST CHEROKEE CONSTRUC |DUBOSE CONSTRUCTION, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0950 665F000 2000.000 EACH| 4.50000 9000.00| 5.00000 10000.00| 6.57000 13140.00 Hay Bales | | | 0960 665G000 15.000 EACH| 4.50000 67.50| 20.00000 300.00| 5.00000 75.00 Sand Bags | | | 0970 665I000 250.000 TON | 22.00000 5500.00| 22.00000 5500.00| 30.30000 7575.00 Temporary Riprap, Class 2 | | | 0980 665J000 14000.000 LF | 3.20000 44800.00| 2.15000 30100.00| 3.23000 45220.00 Silt Fence, Type A | | | 0990 665K000 200.000 CUYD| 8.00000 1600.00| 3.00000 600.00| 8.08000 1616.00 Drainage Sump Excavation | | | 1000 666A001 45.000 ACRE| 10.00000 450.00| 5.00000 225.00| 35.35000 1590.75 Pest Control Treatment | | | 1010 680A000 LUMP| 35000.00000 35000.00| 45000.00000 45000.00| 56000.00000 56000.00 Engineering Controls | | | 1020 701C002 50.000 MILE| 280.00000 14000.00| 280.00000 14000.00| 282.80000 14140.00 Broken Temporary Traffic Stripe (Paint) | | | 1030 701C003 90.000 MILE| 300.00000 27000.00| 300.00000 27000.00| 303.00000 27270.00 Solid Temporary Traffic Stripe (Paint) | | | 1040 701D007 15.000 MILE| 1200.00000 18000.00| 1200.00000 18000.00| 1212.00000 18180.00 Solid Traffic Stripe Removed (Paint) | | | 1050 701D014 11.000 MILE| 1000.00000 11000.00| 1000.00000 11000.00| 1010.00000 11110.00 Broken Traffic Stripe Removed (Paint) | | | 1060 702A040 7.000 MILE| 1925.00000 13475.00| 1925.00000 13475.00| 1944.25000 13609.75 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1070 702A041 7.000 MILE| 4250.00000 29750.00| 4250.00000 29750.00| 4292.50000 30047.50 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1080 702A042 4.000 MILE| 1925.00000 7700.00| 1925.00000 7700.00| 1944.25000 7777.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1090 702A043 8.000 MILE| 4250.00000 34000.00| 4250.00000 34000.00| 4292.50000 34340.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1100 702B011 5665.000 LF | 1.65000 9347.25| 1.65000 9347.25| 1.67000 9460.55 Dotted Profiled Traffic Stripe (6" Wide | | | 1110 703A002 12580.000 SQFT| 1.70000 21386.00| 1.70000 21386.00| 1.72000 21637.60 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -9 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 19047 |( 2 ) 04014 |( 3 ) 01018 |SOUTHEAST CHEROKEE CONSTRUC |DUBOSE CONSTRUCTION, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1120 703B002 877.000 SQFT| 2.70000 2367.90| 2.70000 2367.90| 2.73000 2394.21 Traffic Control Legends, Class 2, Type | | | 1130 703D002 37740.000 SQFT| 0.70000 26418.00| 0.70000 26418.00| 0.71000 26795.40 Temporary Traffic Control Markings | | | (Paint) | | | 1140 705A023 52.000 EACH| 4.80000 249.60| 4.80000 249.60| 4.85000 252.20 Pavement Markers, Class C, Type 2-D | | | 1150 705A030 18.000 EACH| 4.80000 86.40| 4.80000 86.40| 4.85000 87.30 Pavement Markers, Class A-H, Type 2-C | | | 1160 705A031 462.000 EACH| 4.60000 2125.20| 4.60000 2125.20| 4.65000 2148.30 Pavement Markers, Class A-H, Type 1-A | | | 1170 705A032 252.000 EACH| 4.60000 1159.20| 4.60000 1159.20| 4.65000 1171.80 Pavement Markers, Class A-H, Type 1-B | | | 1180 705A037 52.000 EACH| 4.80000 249.60| 4.80000 249.60| 4.85000 252.20 Pavement Markers, Class A-H, Type 2-D | | | 1190 705A038 294.000 EACH| 4.80000 1411.20| 4.80000 1411.20| 4.85000 1425.90 Pavement Markers, Class A-H, Type 2-E | | | 1200 710A125 225.000 SQFT| 13.78000 3100.50| 20.00000 4500.00| 13.93000 3134.25 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1210 710B001 608.000 LF | 4.77000 2900.16| 5.00000 3040.00| 4.82000 2930.56 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1220 730A012 LUMP| 1200.00000 1200.00| 950.00000 950.00| 959.50000 959.50 Removal Of Existing Traffic Control | | | Unit (Partial) , Station 603+58 | | | 1230 730C000 LUMP| 11500.00000 11500.00| 750.00000 750.00| 757.50000 757.50 Furnishing And Installing Traffic | | | Control Unit , Station 603+58 | | | 1240 730C001 LUMP| 4500.00000 4500.00| 3500.00000 3500.00| 3535.00000 3535.00 Furnishing And Installing Traffic | | | Control Unit , Station 608+54 | | | 1250 730C002 LUMP| 4500.00000 4500.00| 3500.00000 3500.00| 3535.00000 3535.00 Furnishing And Installing Traffic | | | Control Unit , Station 615+44 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -10 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 19047 |( 2 ) 04014 |( 3 ) 01018 |SOUTHEAST CHEROKEE CONSTRUC |DUBOSE CONSTRUCTION, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1260 730E000 2.000 EACH| 1200.00000 2400.00| 750.00000 1500.00| 757.50000 1515.00 Metal Traffic Signal Pole Foundation | | | 1270 730G001 2.000 EACH| 2900.00000 5800.00| 4000.00000 8000.00| 4040.00000 8080.00 Metal Traffic Signal Strain Pole | | | 1280 730H001 2000.000 LF | 3.00000 6000.00| 2.65000 5300.00| 2.68000 5360.00 Loop Wire | | | 1290 730I001 2900.000 LF | 1.00000 2900.00| 1.00000 2900.00| 1.01000 2929.00 Loop Detector Lead-In-Cable | | | 1300 730K000 6.000 EACH| 250.00000 1500.00| 350.00000 2100.00| 353.50000 2121.00 Traffic Signal Junction Box | | | 1310 730L005 700.000 LF | 4.00000 2800.00| 3.75000 2625.00| 3.79000 2653.00 2", Non-Metallic, Conduit | | | 1320 730O050 2.000 EACH| 2500.00000 5000.00| 1400.00000 2800.00| 1414.00000 2828.00 Illuminated School Zone Speed Limit Sig | | | 1330 730P011 6.000 EACH| 475.00000 2850.00| 375.00000 2250.00| 378.75000 2272.50 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1340 730P013 2.000 EACH| 890.00000 1780.00| 600.00000 1200.00| 606.00000 1212.00 Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | 1350 740B000 876.000 SQFT| 7.16000 6272.16| 12.00000 10512.00| 7.23000 6333.48 Construction Signs | | | 1360 740D000 300.000 EACH| 65.00000 19500.00| 70.00000 21000.00| 50.00000 15000.00 Channelizing Drums | | | 1370 740E000 150.000 EACH| 12.00000 1800.00| 15.00000 2250.00| 0.00000 0.00 Cones (36 Inches High) | | | 1380 740F002 12.000 EACH| 159.00000 1908.00| 350.00000 4200.00| 165.00000 1980.00 Barricades, Type III | | | 1390 740I005 6.000 EACH| 400.00000 2400.00| 450.00000 2700.00| 310.65000 1863.90 Warning Lights, Type B (Detachable Head | | | 1400 740L005 610.000 EACH| 53.00000 32330.00| 70.00000 42700.00| 53.56000 32671.60 Vertical Panel, Type I (Double-Sided) | | | 1410 740M001 150.000 EACH| 8.00000 1200.00| 6.00000 900.00| 0.00000 0.00 Ballast For Cone | | | 1420 740O000 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 2500.00000 2500.00 Pilot Car | | | 1430 741C010 2.000 EACH| 6000.00000 12000.00| 4200.00000 8400.00| 1000.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -11 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 19047 |( 2 ) 04014 |( 3 ) 01018 |SOUTHEAST CHEROKEE CONSTRUC |DUBOSE CONSTRUCTION, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1440 742A001 2.000 EACH| 10000.00000 20000.00| 15000.00000 30000.00| 5000.00000 10000.00 Portable Changeable Message Signs, Type | | | 2 | | | 1450 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,203,774.85| $ 5,231,343.98| $ 5,327,178.59 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 5,203,774.85| $ 5,231,343.98| $ 5,327,178.59 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -12 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 4 ) 23024 |( 5 ) 07003 |( ) |WIREGRASS CONSTRUCTION COMP |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 125000.00000 125000.00| 420000.00000 420000.00| Clearing & Grubbing (Approximately 93 | | | Acres) | | | 0020 206C003 2734.000 SQYD| 2.50000 6835.00| 2.00000 5468.00| Removing Concrete Flumes | | | 0030 206D000 1359.000 LF | 4.00000 5436.00| 5.00000 6795.00| Removing Pipe | | | 0040 206D001 573.000 LF | 3.00000 1719.00| 1.00000 573.00| Removing Guardrail | | | 0050 206D002 271.000 LF | 4.50000 1219.50| 2.00000 542.00| Removing Curb | | | 0060 206D003 809.000 LF | 4.50000 3640.50| 2.20000 1779.80| Removing Curb And Gutter | | | 0070 206E000 9.000 EACH| 350.00000 3150.00| 230.00000 2070.00| Removing Headwalls | | | 0080 206E001 7.000 EACH| 400.00000 2800.00| 250.00000 1750.00| Removing Inlets | | | 0090 206E003 1.000 EACH| 500.00000 500.00| 300.00000 300.00| Removing Manholes | | | 0100 210A000 53580.000 CUYD| 4.03000 215927.40| 5.00000 267900.00| Unclassified Excavation | | | 0110 210D000 66568.000 CUYD| 4.20000 279585.60| 5.00000 332840.00| Borrow Excavation | | | 0120 210D011 20700.000 CUYD| 4.70000 97290.00| 5.50000 113850.00| Borrow Excavation (A-4 or Better) | | | 0130 214A000 4202.000 CUYD| 8.00000 33616.00| 4.00000 16808.00| Structure Excavation | | | 0140 214B001 843.000 CUYD| 26.55000 22381.65| 20.00000 16860.00| Foundation Backfill, Commercial | | | 0150 230A000 246.000 RBST| 215.00000 52890.00| 500.00000 123000.00| Roadbed Processing | | | 0160 301A012 65000.000 SQYD| 4.86000 315900.00| 5.00000 325000.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0170 401A000 65000.000 SQYD| 0.50000 32500.00| 0.35000 22750.00| Bituminous Treatment A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -13 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 4 ) 23024 |( 5 ) 07003 |( ) |WIREGRASS CONSTRUCTION COMP |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0180 405A000 16167.000 GAL | 1.75000 28292.25| 0.60000 9700.20| Tack Coat | | | 0190 410C000 1.000 EACH| 2000.00000 2000.00| 2800.00000 2800.00| Contractor Retained Profilograph | | | 0200 420A011 6604.000 TON | 42.35000 279679.40| 49.65000 327888.60| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0210 424A281 9640.000 TON | 30.95000 298358.00| 32.00000 308480.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0220 424A361 2363.000 TON | 28.75000 67936.25| 27.35000 64628.05| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424B281 12853.000 TON | 29.75000 382376.75| 27.45000 352814.85| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0240 424B289 11936.000 TON | 26.80000 319884.80| 33.45000 399259.20| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 424B582 10398.000 TON | 26.35000 273987.30| 23.50000 244353.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0260 424B651 3150.000 TON | 27.00000 85050.00| 24.75000 77962.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424B682 5011.000 TON | 25.90000 129784.90| 24.50000 122769.50| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424C281 19182.000 TON | 25.64000 491826.48| 24.50000 469959.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -14 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 4 ) 23024 |( 5 ) 07003 |( ) |WIREGRASS CONSTRUCTION COMP |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0290 424C361 9092.000 TON | 26.35000 239574.20| 24.50000 222754.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0300 428B000 50464.000 LF | 0.03000 1513.92| 0.05000 2523.20| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0310 430B040 1500.000 TON | 16.00000 24000.00| 13.00000 19500.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0320 502A000 84274.000 LB | 0.48000 40451.52| 0.56000 47193.44| Steel Reinforcement | | | 0330 524B011 644.000 CUYD| 515.00000 331660.00| 315.00000 202860.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0340 530A001 810.000 LF | 18.00000 14580.00| 24.00000 19440.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0350 530A002 100.000 LF | 25.00000 2500.00| 32.00000 3200.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0360 530A101 4.000 LF | 45.00000 180.00| 45.00000 180.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0370 530A102 106.000 LF | 40.00000 4240.00| 35.00000 3710.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 530A103 24.000 LF | 50.00000 1200.00| 49.00000 1176.00| 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0390 530A104 22.000 LF | 62.00000 1364.00| 62.00000 1364.00| 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0400 533A040 356.000 LF | 35.00000 12460.00| 38.00000 13528.00| 30" Storm Sewer Pipe (Class 2 R.C.) | | | 0410 535A080 370.000 LF | 24.00000 8880.00| 21.00000 7770.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0420 535A300 16.000 LF | 14.00000 224.00| 26.00000 416.00| 15" Side Drain Pipe (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -15 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 4 ) 23024 |( 5 ) 07003 |( ) |WIREGRASS CONSTRUCTION COMP |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0430 535B001 546.000 LF | 14.00000 7644.00| 22.00000 12012.00| 21" Span, 15" Rise Side Drain Pipe | | | 0440 535B003 272.000 LF | 26.00000 7072.00| 28.00000 7616.00| 35" Span, 24" Rise Side Drain Pipe | | | 0450 600A000 LUMP| 554000.00000 554000.00| 420000.00000 420000.00| Mobilization | | | 0460 602A000 2.000 EACH| 250.00000 500.00| 80.00000 160.00| Right Of Way Markers | | | 0470 606A000 500.000 LF | 7.00000 3500.00| 9.00000 4500.00| 6" Underdrain Pipe | | | 0480 610C001 1588.000 TON | 22.00000 34936.00| 22.00000 34936.00| Loose Riprap, Class 2 | | | 0490 610C003 440.000 TON | 24.00000 10560.00| 22.00000 9680.00| Loose Riprap, Class 4 | | | 0500 610D000 1584.000 SQYD| 3.00000 4752.00| 3.00000 4752.00| Filter Blanket | | | 0510 614A000 436.000 CUYD| 195.00000 85020.00| 165.00000 71940.00| Slope Paving | | | 0520 619A002 5.000 EACH| 500.00000 2500.00| 530.00000 2650.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0530 619A003 4.000 EACH| 600.00000 2400.00| 570.00000 2280.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0540 619A100 1.000 EACH| 475.00000 475.00| 510.00000 510.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A101 12.000 EACH| 500.00000 6000.00| 520.00000 6240.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619B116 4.000 EACH| 550.00000 2200.00| 520.00000 2080.00| 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0570 619B118 2.000 EACH| 700.00000 1400.00| 530.00000 1060.00| 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0580 620A000 6.000 CUYD| 750.00000 4500.00| 330.00000 1980.00| Minor Structure Concrete | | | 0590 621A004 4.000 EACH| 3250.00000 13000.00| 2000.00000 8000.00| Junction Boxes, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -16 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 4 ) 23024 |( 5 ) 07003 |( ) |WIREGRASS CONSTRUCTION COMP |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0600 621A005 2.000 EACH| 1950.00000 3900.00| 750.00000 1500.00| Junction Boxes, Type 1 | | | 0610 621B004 1.000 EACH| 750.00000 750.00| 1100.00000 1100.00| Junction Box Units, Type 4 | | | 0620 621C006 1.000 EACH| 4200.00000 4200.00| 3830.00000 3830.00| Inlets, Type KL | | | 0630 621C015 3.000 EACH| 2250.00000 6750.00| 1450.00000 4350.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0640 621C020 1.000 EACH| 1650.00000 1650.00| 1360.00000 1360.00| Inlets, Type Y | | | 0650 621C027 7.000 EACH| 1600.00000 11200.00| 1695.00000 11865.00| Inlets, Type C | | | 0660 621C109 1.000 EACH| 4150.00000 4150.00| 2770.00000 2770.00| Inlets, Type PD | | | 0670 621D002 8.000 EACH| 475.00000 3800.00| 300.00000 2400.00| Inlet Units, Type C | | | 0680 621D019 1.000 EACH| 475.00000 475.00| 300.00000 300.00| Inlet Units, Type Y | | | 0690 621E002 1.000 EACH| 1950.00000 1950.00| 1800.00000 1800.00| Manholes, Type L | | | 0700 621F003 4.000 EACH| 750.00000 3000.00| 500.00000 2000.00| Manhole Units, Type L | | | 0710 623A001 1010.000 LF | 16.50000 16665.00| 9.00000 9090.00| Concrete Gutter (Valley) | | | 0720 623B000 974.000 LF | 8.50000 8279.00| 8.00000 7792.00| Concrete Curb, Type N | | | 0730 623C000 1591.000 LF | 15.00000 23865.00| 8.00000 12728.00| Combination Curb & Gutter, Type C | | | 0740 630A001 840.000 LF | 12.00000 10080.00| 12.00000 10080.00| Steel Beam Guardrail, Class A, Type 2 | | | 0750 630C070 4.000 EACH| 1250.00000 5000.00| 1500.00000 6000.00| Guardrail End Anchor, Type 10 Series | | | 0760 641A036 60.000 LF | 35.00000 2100.00| 21.00000 1260.00| 8 Inch D. I. Water Main Laid | | | 0770 641A040 400.000 LF | 45.00000 18000.00| 44.00000 17600.00| 16 Inch D.I. Water Main Laid | | | 0780 641A052 1900.000 LF | 10.00000 19000.00| 5.00000 9500.00| 8 Inch P.V.C. Water Main Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -17 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 4 ) 23024 |( 5 ) 07003 |( ) |WIREGRASS CONSTRUCTION COMP |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0790 643A000 1.000 EACH| 850.00000 850.00| 500.00000 500.00| Water Meters Reset | | | 0800 643B000 5.000 EACH| 250.00000 1250.00| 90.00000 450.00| Valve Boxes Reset | | | 0810 645A015 40.000 LF | 40.00000 1600.00| 8.00000 320.00| 6 Inch P.V.C. Sanitary Sewer Pipe | | | (Force Main) | | | 0820 645A016 130.000 LF | 25.00000 3250.00| 17.00000 2210.00| 8 Inch P.V.C. Sanitary Sewer Pipe | | | (Force Main) | | | 0830 645A020 20.000 LF | 50.00000 1000.00| 22.00000 440.00| 8 Inch P.V.C. Sanitary Sewer Pipe | | | 0840 645A024 40.000 LF | 40.00000 1600.00| 4.00000 160.00| 3 Inch P.V.C. Sanitary Sewer Pipe | | | (Force Main) | | | 0850 649A056 30.000 LF | 100.00000 3000.00| 60.00000 1800.00| 10 Inch Encasement Pipe, (Split) Type | | | 1A Installation | | | 0860 649A071 30.000 LF | 100.00000 3000.00| 54.00000 1620.00| 6 Inch Encasement Pipe, (Split) Type 1 | | | Installation | | | 0870 649A072 50.000 LF | 100.00000 5000.00| 67.00000 3350.00| 12 Inch Encasement Pipe, (Split) Type | | | 1A Installation | | | 0880 650B000 17121.000 CUYD| 4.45000 76188.45| 1.30000 22257.30| Topsoil From Stockpiles | | | 0890 652A054 27.000 ACRE| 400.00000 10800.00| 500.00000 13500.00| Seeding (Mix 2A) | | | 0900 652B053 9.000 ACRE| 400.00000 3600.00| 500.00000 4500.00| Temporary Seeding (Mix 2AT) | | | 0910 652D054 9.000 ACRE| 250.00000 2250.00| 350.00000 3150.00| Seeding In Stubble (Mix 2A) | | | 0920 654A001 1709.000 SQYD| 3.50000 5981.50| 3.50000 5981.50| Solid Sodding (Bermuda) | | | 0930 656A000 36.000 ACRE| 400.00000 14400.00| 500.00000 18000.00| Mulching, Class A, Type 1 | | | 0940 659A000 600.000 SQYD| 2.75000 1650.00| 2.70000 1620.00| Erosion Control Netting, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -18 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 4 ) 23024 |( 5 ) 07003 |( ) |WIREGRASS CONSTRUCTION COMP |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0950 665F000 2000.000 EACH| 6.00000 12000.00| 2.90000 5800.00| Hay Bales | | | 0960 665G000 15.000 EACH| 50.00000 750.00| 1.50000 22.50| Sand Bags | | | 0970 665I000 250.000 TON | 22.00000 5500.00| 19.00000 4750.00| Temporary Riprap, Class 2 | | | 0980 665J000 14000.000 LF | 4.00000 56000.00| 3.00000 42000.00| Silt Fence, Type A | | | 0990 665K000 200.000 CUYD| 8.00000 1600.00| 10.00000 2000.00| Drainage Sump Excavation | | | 1000 666A001 45.000 ACRE| 10.00000 450.00| 10.00000 450.00| Pest Control Treatment | | | 1010 680A000 LUMP| 15000.00000 15000.00| 83000.00000 83000.00| Engineering Controls | | | 1020 701C002 50.000 MILE| 280.00000 14000.00| 300.00000 15000.00| Broken Temporary Traffic Stripe (Paint) | | | 1030 701C003 90.000 MILE| 300.00000 27000.00| 300.00000 27000.00| Solid Temporary Traffic Stripe (Paint) | | | 1040 701D007 15.000 MILE| 1200.00000 18000.00| 1200.00000 18000.00| Solid Traffic Stripe Removed (Paint) | | | 1050 701D014 11.000 MILE| 1000.00000 11000.00| 1000.00000 11000.00| Broken Traffic Stripe Removed (Paint) | | | 1060 702A040 7.000 MILE| 1925.00000 13475.00| 2000.00000 14000.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1070 702A041 7.000 MILE| 4250.00000 29750.00| 4300.00000 30100.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1080 702A042 4.000 MILE| 1925.00000 7700.00| 2000.00000 8000.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1090 702A043 8.000 MILE| 4250.00000 34000.00| 5000.00000 40000.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1100 702B011 5665.000 LF | 1.65000 9347.25| 1.70000 9630.50| Dotted Profiled Traffic Stripe (6" Wide | | | 1110 703A002 12580.000 SQFT| 1.70000 21386.00| 1.80000 22644.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -19 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 4 ) 23024 |( 5 ) 07003 |( ) |WIREGRASS CONSTRUCTION COMP |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1120 703B002 877.000 SQFT| 2.70000 2367.90| 3.00000 2631.00| Traffic Control Legends, Class 2, Type | | | 1130 703D002 37740.000 SQFT| 0.70000 26418.00| 0.75000 28305.00| Temporary Traffic Control Markings | | | (Paint) | | | 1140 705A023 52.000 EACH| 4.80000 249.60| 5.00000 260.00| Pavement Markers, Class C, Type 2-D | | | 1150 705A030 18.000 EACH| 4.80000 86.40| 5.00000 90.00| Pavement Markers, Class A-H, Type 2-C | | | 1160 705A031 462.000 EACH| 4.60000 2125.20| 5.00000 2310.00| Pavement Markers, Class A-H, Type 1-A | | | 1170 705A032 252.000 EACH| 4.60000 1159.20| 5.00000 1260.00| Pavement Markers, Class A-H, Type 1-B | | | 1180 705A037 52.000 EACH| 4.80000 249.60| 5.00000 260.00| Pavement Markers, Class A-H, Type 2-D | | | 1190 705A038 294.000 EACH| 4.80000 1411.20| 5.00000 1470.00| Pavement Markers, Class A-H, Type 2-E | | | 1200 710A125 225.000 SQFT| 13.65000 3071.25| 15.00000 3375.00| Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1210 710B001 608.000 LF | 4.73000 2875.84| 5.50000 3344.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1220 730A012 LUMP| 1200.00000 1200.00| 950.00000 950.00| Removal Of Existing Traffic Control | | | Unit (Partial) , Station 603+58 | | | 1230 730C000 LUMP| 11500.00000 11500.00| 750.00000 750.00| Furnishing And Installing Traffic | | | Control Unit , Station 603+58 | | | 1240 730C001 LUMP| 4500.00000 4500.00| 3500.00000 3500.00| Furnishing And Installing Traffic | | | Control Unit , Station 608+54 | | | 1250 730C002 LUMP| 4500.00000 4500.00| 3500.00000 3500.00| Furnishing And Installing Traffic | | | Control Unit , Station 615+44 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -20 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 4 ) 23024 |( 5 ) 07003 |( ) |WIREGRASS CONSTRUCTION COMP |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1260 730E000 2.000 EACH| 1200.00000 2400.00| 750.00000 1500.00| Metal Traffic Signal Pole Foundation | | | 1270 730G001 2.000 EACH| 2900.00000 5800.00| 4000.00000 8000.00| Metal Traffic Signal Strain Pole | | | 1280 730H001 2000.000 LF | 3.00000 6000.00| 2.65000 5300.00| Loop Wire | | | 1290 730I001 2900.000 LF | 1.00000 2900.00| 1.00000 2900.00| Loop Detector Lead-In-Cable | | | 1300 730K000 6.000 EACH| 250.00000 1500.00| 350.00000 2100.00| Traffic Signal Junction Box | | | 1310 730L005 700.000 LF | 4.00000 2800.00| 3.75000 2625.00| 2", Non-Metallic, Conduit | | | 1320 730O050 2.000 EACH| 2500.00000 5000.00| 1400.00000 2800.00| Illuminated School Zone Speed Limit Sig | | | 1330 730P011 6.000 EACH| 475.00000 2850.00| 375.00000 2250.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1340 730P013 2.000 EACH| 890.00000 1780.00| 600.00000 1200.00| Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | 1350 740B000 876.000 SQFT| 7.50000 6570.00| 8.00000 7008.00| Construction Signs | | | 1360 740D000 300.000 EACH| 65.00000 19500.00| 60.00000 18000.00| Channelizing Drums | | | 1370 740E000 150.000 EACH| 15.00000 2250.00| 10.00000 1500.00| Cones (36 Inches High) | | | 1380 740F002 12.000 EACH| 165.00000 1980.00| 200.00000 2400.00| Barricades, Type III | | | 1390 740I005 6.000 EACH| 305.00000 1830.00| 240.00000 1440.00| Warning Lights, Type B (Detachable Head | | | 1400 740L005 610.000 EACH| 60.00000 36600.00| 50.00000 30500.00| Vertical Panel, Type I (Double-Sided) | | | 1410 740M001 150.000 EACH| 7.75000 1162.50| 6.00000 900.00| Ballast For Cone | | | 1420 740O000 1.000 EACH| 2000.00000 2000.00| 4500.00000 4500.00| Pilot Car | | | 1430 741C010 2.000 EACH| 2520.00000 5040.00| 2500.00000 5000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 040 -21 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020301040 COUNTIES : ELMORE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 4 ) 23024 |( 5 ) 07003 |( ) |WIREGRASS CONSTRUCTION COMP |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1440 742A001 2.000 EACH| 8500.00000 17000.00| 9300.00000 18600.00| Portable Changeable Message Signs, Type | | | 2 | | | 1450 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,729,122.31| $ 5,868,420.14| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 5,729,122.31| $ 5,868,420.14| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20020301041 COUNTIES : CRENSHAW LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-202(503) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#10/15 (U.S.#29) from U.S.#331 in Luverne to the Pike County Line. Length 8.876 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 775,831.05 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 857,336.54 110.5056% 3 02032 BULLARD EXCAVATING, INC. $ 1,042,765.49 134.4063% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020301041 COUNTIES : CRENSHAW LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 206C010 56.000 SQYD| 17.00000 952.00| 25.00000 1400.00| 25.00000 1400.00 Removing Concrete Driveway | | | 0020 209A000 3.000 EACH| 50.00000 150.00| 100.00000 300.00| 50.00000 150.00 Mailbox Reset, Single | | | 0030 209A002 1.000 EACH| 65.00000 65.00| 150.00000 150.00| 150.00000 150.00 Mailbox Reset, Multiple | | | 0040 210D011 18760.000 CUYD| 3.53000 66222.80| 3.00000 56280.00| 6.00000 112560.00 Borrow Excavation (A-4 or Better) | | | 0050 212A000 938.000 STA | 15.40000 14445.20| 16.00000 15008.00| 20.00000 18760.00 Machine Grading Shoulders | | | 0060 401B100 148798.000 SQYD| 0.50000 74399.00| 0.51000 75886.98| 0.50000 74399.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0070 405A000 820.000 GAL | 2.60000 2132.00| 1.85000 1517.00| 2.00000 1640.00 Tack Coat | | | 0080 408A052 32784.000 SQYD| 0.54000 17703.36| 0.75000 24588.00| 0.75000 24588.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0090 424A361 11859.000 TON | 26.71000 316753.89| 28.45000 337388.55| 35.86000 425263.74 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A366 6126.000 TON | 26.74000 163809.24| 30.65000 187761.90| 39.36000 241119.36 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 15000.00000 15000.00| 44500.00000 44500.00| 35000.00000 35000.00 Mobilization | | | 0120 618B002 65.000 SQYD| 34.73000 2257.45| 35.00000 2275.00| 35.00000 2275.00 Concrete Driveway, 6" Thick | | | 0130 652A061 14.000 ACRE| 360.00000 5040.00| 378.00000 5292.00| 360.00000 5040.00 Seeding (Mix 3E) | | | 0140 656A001 14.000 ACRE| 345.00000 4830.00| 362.25000 5071.50| 345.00000 4830.00 Mulching, Class A, Type 2 | | | 0150 665F000 100.000 EACH| 3.70000 370.00| 3.89000 389.00| 3.70000 370.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020301041 COUNTIES : CRENSHAW LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0160 665J000 1000.000 LF | 3.40000 3400.00| 3.57000 3570.00| 3.40000 3400.00 Silt Fence, Type A | | | 0170 680A000 LUMP| 750.00000 750.00| 1000.00000 1000.00| 2500.00000 2500.00 Engineering Controls | | | 0180 701A028 15.000 MILE| 1175.00000 17625.00| 1134.30000 17014.50| 1175.00000 17625.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A041 3.000 MILE| 800.00000 2400.00| 796.00000 2388.00| 800.00000 2400.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A046 5.000 MILE| 800.00000 4000.00| 796.00000 3980.00| 800.00000 4000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 13.000 MILE| 1375.00000 17875.00| 1412.90000 18367.70| 1375.00000 17875.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701B009 574.000 LF | 0.76000 436.24| 0.65000 373.10| 0.76000 436.24 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0230 701C000 8.000 MILE| 255.00000 2040.00| 278.60000 2228.80| 255.00000 2040.00 Broken Temporary Traffic Stripe | | | 0240 701C001 27.000 MILE| 259.00000 6993.00| 288.55000 7790.85| 259.00000 6993.00 Solid Temporary Traffic Stripe | | | 0250 701D007 1.000 MILE| 1000.00000 1000.00| 995.00000 995.00| 1000.00000 1000.00 Solid Traffic Stripe Removed (Paint) | | | 0260 701D008 1.000 MILE| 1000.00000 1000.00| 1094.50000 1094.50| 1000.00000 1000.00 Solid Traffic Stripe Removed (Plastic) | | | 0270 701D014 1.000 MILE| 1000.00000 1000.00| 895.50000 895.50| 1000.00000 1000.00 Broken Traffic Stripe Removed (Paint) | | | 0280 701D015 1.000 MILE| 1000.00000 1000.00| 895.50000 895.50| 1000.00000 1000.00 Broken Traffic Stripe Removed (Plastic) | | | 0290 703A002 3361.000 SQFT| 1.65000 5545.65| 1.69000 5680.09| 1.65000 5545.65 Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 113.000 SQFT| 2.50000 282.50| 2.79000 315.27| 2.50000 282.50 Traffic Control Legends, Class 2, Type | | | 0310 703D001 2641.000 SQFT| 1.00000 2641.00| 0.70000 1848.70| 1.00000 2641.00 Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020301041 COUNTIES : CRENSHAW LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0320 703E001 113.000 SQFT| 1.50000 169.50| 0.70000 79.10| 1.50000 169.50 Temporary Traffic Control Legends | | | 0330 705A030 66.000 EACH| 4.50000 297.00| 4.68000 308.88| 4.50000 297.00 Pavement Markers, Class A-H, Type 2-C | | | 0340 705A031 1879.000 EACH| 4.50000 8455.50| 4.48000 8417.92| 4.50000 8455.50 Pavement Markers, Class A-H, Type 1-A | | | 0350 705A032 212.000 EACH| 4.50000 954.00| 4.48000 949.76| 4.50000 954.00 Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 858.000 EACH| 4.50000 3861.00| 4.68000 4015.44| 4.50000 3861.00 Pavement Markers, Class A-H, Type 2-D | | | 0370 740B000 1078.000 SQFT| 7.37000 7944.86| 10.00000 10780.00| 7.50000 8085.00 Construction Signs | | | 0380 740E000 80.000 EACH| 9.00000 720.00| 8.00000 640.00| 9.50000 760.00 Cones (36 Inches High) | | | 0390 740M001 80.000 EACH| 6.00000 480.00| 5.00000 400.00| 5.00000 400.00 Ballast For Cone | | | 0400 740O000 1.000 EACH| 500.00000 500.00| 2500.00000 2500.00| 1500.00000 1500.00 Pilot Car | | | 0410 741B010 2.000 EACH| 165.43000 330.86| 1500.00000 3000.00| 500.00000 1000.00 State Furnished Portable Sequential | | | Arrow And Chevron Sign Unit | | | SECTION TOTALS | $ 775,831.05| $ 857,336.54| $ 1,042,765.49 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 775,831.05| $ 857,336.54| $ 1,042,765.49 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20020301043 COUNTIES : HENRY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-202 (515) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#10 from S.R.#95 in Abbeville to C.R.#65 in Shorterville. Length - 9.261 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 988,476.66 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 1,104,260.91 111.7134% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,146,852.45 116.0222% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020301043 COUNTIES : HENRY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 206C010 362.000 SQYD| 5.81000 2103.22| 20.00000 7240.00| 16.00000 5792.00 Removing Concrete Driveway | | | 0020 210D011 4000.000 CUYD| 6.65000 26600.00| 5.50000 22000.00| 8.15000 32600.00 Borrow Excavation (A-4 or Better) | | | 0030 401B100 144052.000 SQYD| 0.57000 82109.64| 0.56000 80669.12| 0.54000 77788.08 Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 4314.000 GAL | 2.08000 8973.12| 1.06000 4572.84| 1.80000 7765.20 Tack Coat | | | 0050 408A052 25643.000 SQYD| 0.56000 14360.08| 0.75000 19232.25| 0.80000 20514.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A361 11613.000 TON | 29.70000 344906.10| 32.16000 373474.08| 32.15000 373357.95 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 500.000 TON | 29.89000 14945.00| 35.00000 17500.00| 27.00000 13500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 14211.000 TON | 25.99000 369343.89| 31.17000 442956.87| 31.65000 449778.15 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 7586.00000 7586.00| 17021.00000 17021.00| 37500.00000 37500.00 Mobilization | | | 0100 618B002 395.000 SQYD| 29.20000 11534.00| 35.00000 13825.00| 35.00000 13825.00 Concrete Driveway, 6" Thick | | | 0110 652A061 5.000 ACRE| 400.00000 2000.00| 450.00000 2250.00| 388.50000 1942.50 Seeding (Mix 3E) | | | 0120 656A000 5.000 ACRE| 425.00000 2125.00| 440.00000 2200.00| 367.50000 1837.50 Mulching, Class A, Type 1 | | | 0130 665F000 100.000 EACH| 5.65000 565.00| 2.75000 275.00| 4.20000 420.00 Hay Bales | | | 0140 665J000 1000.000 LF | 3.09000 3090.00| 3.00000 3000.00| 3.68000 3680.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020301043 COUNTIES : HENRY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 680A000 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 1000.00000 1000.00 Engineering Controls | | | 0160 701A028 17.000 MILE| 1150.00000 19550.00| 1150.00000 19550.00| 1134.30000 19283.10 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A046 6.000 MILE| 800.00000 4800.00| 800.00000 4800.00| 776.10000 4656.60 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 15.000 MILE| 1375.00000 20625.00| 1365.00000 20475.00| 1412.90000 21193.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 600.000 LF | 0.76000 456.00| 0.76000 456.00| 0.65000 390.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 11.000 MILE| 255.00000 2805.00| 255.00000 2805.00| 268.65000 2955.15 Broken Temporary Traffic Stripe | | | 0210 701C001 62.000 MILE| 259.00000 16058.00| 259.00000 16058.00| 278.60000 17273.20 Solid Temporary Traffic Stripe | | | 0220 701D007 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1094.50000 1094.50 Solid Traffic Stripe Removed (Paint) | | | 0230 701D008 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1194.00000 1194.00 Solid Traffic Stripe Removed (Plastic) | | | 0240 701D014 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| 895.50000 895.50 Broken Traffic Stripe Removed (Paint) | | | 0250 701D015 1.000 MILE| 1020.00000 1020.00| 1020.00000 1020.00| 895.50000 895.50 Broken Traffic Stripe Removed (Plastic) | | | 0260 701G125 1637.000 LF | 3.00000 4911.00| 3.00000 4911.00| 3.17000 5189.29 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G129 201.000 LF | 2.50000 502.50| 2.50000 502.50| 1.92000 385.92 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701G133 1326.000 LF | 3.00000 3978.00| 3.00000 3978.00| 3.34000 4428.84 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 703A000 2307.000 SQFT| 0.75000 1730.25| 0.75000 1730.25| 0.85000 1960.95 Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020301043 COUNTIES : HENRY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0300 703B000 135.000 SQFT| 1.80000 243.00| 1.80000 243.00| 1.00000 135.00 Traffic Control Legends, Class 1, Type | | | 0310 703D001 1004.000 SQFT| 1.00000 1004.00| 1.00000 1004.00| 1.00000 1004.00 Temporary Traffic Control Markings | | | 0320 705A030 6.000 EACH| 4.50000 27.00| 4.50000 27.00| 4.78000 28.68 Pavement Markers, Class A-H, Type 2-C | | | 0330 705A031 17.000 EACH| 4.50000 76.50| 4.50000 76.50| 4.58000 77.86 Pavement Markers, Class A-H, Type 1-A | | | 0340 705A032 179.000 EACH| 4.50000 805.50| 4.50000 805.50| 4.58000 819.82 Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 967.000 EACH| 5.00000 4835.00| 5.00000 4835.00| 4.78000 4622.26 Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 1154.000 SQFT| 7.09000 8181.86| 7.50000 8655.00| 12.00000 13848.00 Construction Signs | | | 0370 740E000 60.000 EACH| 3.27000 196.20| 1.00000 60.00| 7.00000 420.00 Cones (36 Inches High) | | | 0380 740M001 60.000 EACH| 2.18000 130.80| 0.05000 3.00| 5.00000 300.00 Ballast For Cone | | | 0390 740O000 1.000 EACH| 1500.00000 1500.00| 750.00000 750.00| 2500.00000 2500.00 Pilot Car | | | SECTION TOTALS | $ 988,476.66| $ 1,104,260.91| $ 1,146,852.45 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 988,476.66| $ 1,104,260.91| $ 1,146,852.45 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20020301045 COUNTIES : HOUSTON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-205(502) for constructing the Resurfacing and Traffic Stripe on 99-407-351-109-201 S.R.#109 from the Florida State Line to S.R.#1 (U.S.#231) east of Rehobeth. Length 9.795 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,083,609.37 100.0000% 2 01053 ANDERSON COLUMBIA CO., INC. $ 1,393,139.46 128.5647% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,407,898.41 129.9267% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20020301045 COUNTIES : HOUSTON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 01053 |( 3 ) 23024 |APAC-ALABAMA, INC. |ANDERSON COLUMBIA CO., INC. |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 206C010 245.000 SQYD| 5.84000 1430.80| 17.00000 4165.00| 20.00000 4900.00 Removing Concrete Driveway | | | 0020 209A000 19.000 EACH| 76.60000 1455.40| 50.00000 950.00| 100.00000 1900.00 Mailbox Reset, Single | | | 0030 210D011 15510.000 CUYD| 3.75000 58162.50| 3.50000 54285.00| 3.00000 46530.00 Borrow Excavation (A-4 or Better) | | | 0040 212A000 1024.000 STA | 22.79000 23336.96| 65.86000 67440.64| 30.00000 30720.00 Machine Grading Shoulders | | | 0050 401B100 170517.000 SQYD| 0.56000 95489.52| 0.60000 102310.20| 0.67000 114246.39 Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 5116.000 GAL | 2.40000 12278.40| 1.10000 5627.60| 1.85000 9464.60 Tack Coat | | | 0070 424A361 12800.000 TON | 30.39000 388992.00| 38.90000 497920.00| 38.90000 497920.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 6917.000 TON | 28.89000 199832.13| 40.50000 280138.50| 39.80000 275296.60 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B663 4036.000 TON | 27.45000 110788.20| 41.00000 165476.00| 38.50000 155386.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 12000.00000 12000.00| 17300.00000 17300.00| 67500.00000 67500.00 Mobilization | | | 0110 618B002 229.000 SQYD| 32.76000 7502.04| 35.00000 8015.00| 35.00000 8015.00 Concrete Driveway, 6" Thick | | | 0120 652A061 14.000 ACRE| 370.00000 5180.00| 395.90000 5542.60| 371.25000 5197.50 Seeding (Mix 3E) | | | 0130 656A000 14.000 ACRE| 360.00000 5040.00| 385.20000 5392.80| 356.40000 4989.60 Mulching, Class A, Type 1 | | | 0140 665F000 246.000 EACH| 4.50000 1107.00| 4.82000 1185.72| 4.46000 1097.16 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20020301045 COUNTIES : HOUSTON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 01053 |( 3 ) 23024 |APAC-ALABAMA, INC. |ANDERSON COLUMBIA CO., INC. |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 665J000 2100.000 LF | 3.30000 6930.00| 3.53000 7413.00| 3.27000 6867.00 Silt Fence, Type A | | | 0160 680A000 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 2500.00000 2500.00 Engineering Controls | | | 0170 701A028 20.000 MILE| 1150.00000 23000.00| 1219.80000 24396.00| 1134.30000 22686.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A046 10.000 MILE| 800.00000 8000.00| 834.60000 8346.00| 776.10000 7761.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 8.000 MILE| 1375.00000 11000.00| 1498.00000 11984.00| 1393.00000 11144.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701B009 180.000 LF | 0.76000 136.80| 0.70000 126.00| 0.65000 117.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0210 701C000 24.000 MILE| 255.00000 6120.00| 289.00000 6936.00| 268.65000 6447.60 Broken Temporary Traffic Stripe | | | 0220 701C001 90.000 MILE| 259.00000 23310.00| 299.60000 26964.00| 278.60000 25074.00 Solid Temporary Traffic Stripe | | | 0230 701D007 1.000 MILE| 1000.00000 1000.00| 1177.00000 1177.00| 1094.50000 1094.50 Solid Traffic Stripe Removed (Paint) | | | 0240 701D008 1.000 MILE| 1000.00000 1000.00| 1284.00000 1284.00| 1194.00000 1194.00 Solid Traffic Stripe Removed (Plastic) | | | 0250 701D014 1.000 MILE| 1000.00000 1000.00| 963.00000 963.00| 895.50000 895.50 Broken Traffic Stripe Removed (Paint) | | | 0260 701D015 1.000 MILE| 1000.00000 1000.00| 963.00000 963.00| 895.50000 895.50 Broken Traffic Stripe Removed (Plastic) | | | 0270 701G125 1080.000 LF | 3.00000 3240.00| 3.55000 3834.00| 3.30000 3564.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701G129 202.000 LF | 1.00000 202.00| 2.07000 418.14| 1.92000 387.84 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 701G133 676.000 LF | 3.00000 2028.00| 3.73000 2521.48| 3.47000 2345.72 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20020301045 COUNTIES : HOUSTON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 01053 |( 3 ) 23024 |APAC-ALABAMA, INC. |ANDERSON COLUMBIA CO., INC. |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0300 703A002 6100.000 SQFT| 1.65000 10065.00| 1.71000 10431.00| 1.59000 9699.00 Traffic Control Markings, Class 2, Type | | | A | | | 0310 703B002 70.000 SQFT| 2.50000 175.00| 3.00000 210.00| 2.79000 195.30 Traffic Control Legends, Class 2, Type | | | 0320 703D001 6100.000 SQFT| 1.00000 6100.00| 0.75000 4575.00| 0.70000 4270.00 Temporary Traffic Control Markings | | | 0330 703E001 70.000 SQFT| 1.00000 70.00| 1.07000 74.90| 1.00000 70.00 Temporary Traffic Control Legends | | | 0340 705A030 2.000 EACH| 4.50000 9.00| 5.14000 10.28| 4.78000 9.56 Pavement Markers, Class A-H, Type 2-C | | | 0350 705A031 112.000 EACH| 4.50000 504.00| 4.92000 551.04| 4.58000 512.96 Pavement Markers, Class A-H, Type 1-A | | | 0360 705A032 305.000 EACH| 4.50000 1372.50| 4.92000 1500.60| 4.58000 1396.90 Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 454.000 EACH| 4.50000 2043.00| 5.14000 2333.56| 4.78000 2170.12 Pavement Markers, Class A-H, Type 2-D | | | 0380 705A038 75.000 EACH| 4.50000 337.50| 5.14000 385.50| 4.78000 358.50 Pavement Markers, Class A-H, Type 2-E | | | 0390 740B000 1590.000 SQFT| 7.09000 11273.10| 8.56000 13610.40| 12.00000 19080.00 Construction Signs | | | 0400 740D000 50.000 EACH| 1.12000 56.00| 69.55000 3477.50| 50.00000 2500.00 Channelizing Drums | | | 0410 740E000 35.000 EACH| 1.11000 38.85| 10.00000 350.00| 10.00000 350.00 Cones (36 Inches High) | | | 0420 740M001 35.000 EACH| 1.11000 38.85| 5.00000 175.00| 5.00000 175.00 Ballast For Cone | | | 0430 740O000 1.000 EACH| 2000.00000 2000.00| 4000.00000 4000.00| 2000.00000 2000.00 Pilot Car | | | 0440 742B000 2.000 EACH| 18732.41000 37464.82| 18190.00000 36380.00| 24487.28000 48974.56 State Retained Portable Changeable | | | Message Signs, Type 2 | | | SECTION TOTALS | $ 1,083,609.37| $ 1,393,139.46| $ 1,407,898.41 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 1,083,609.37| $ 1,393,139.46| $ 1,407,898.41 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20020301046 COUNTIES : MARION LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0206(501) for constructing the Resurfacing and Traffic Stripe on S.R.#129 from MP 31.44 at Whitehouse to MP 36.00. Length - 4.560 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 445,522.49 100.0000% 2 18031 ROGERS GROUP, INC. $ 478,636.10 107.4325% 3 19074 S & M EQUIPMENT CO., INC. $ 502,257.62 112.7345% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 503,321.85 112.9734% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020301046 COUNTIES : MARION LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 305B060 1994.000 TON | 14.74000 29391.56| 13.50000 26919.00| 16.50000 32901.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 4111.000 GAL | 1.36000 5590.96| 2.00000 8222.00| 1.05000 4316.55 Tack Coat | | | 0030 424A360 3730.000 TON | 33.57000 125216.10| 36.00000 134280.00| 35.75000 133347.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 39.000 TON | 37.41000 1458.99| 58.00000 2262.00| 55.00000 2145.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 7460.000 TON | 26.93000 200897.80| 28.50000 212610.00| 27.50000 205150.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 500.000 TON | 42.24000 21120.00| 39.00000 19500.00| 47.50000 23750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 500.000 TON | 33.71000 16855.00| 34.00000 17000.00| 47.50000 23750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 77.000 TON | 34.03000 2620.31| 45.00000 3465.00| 55.00000 4235.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 625.87000 625.87| 3900.00000 3900.00| 20000.00000 20000.00 Mobilization | | | 0100 701A028 10.000 MILE| 1213.80000 12138.00| 1190.00000 11900.00| 1368.50000 13685.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A046 3.000 MILE| 867.00000 2601.00| 850.00000 2550.00| 977.50000 2932.50 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020301046 COUNTIES : MARION LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0120 701A048 6.000 MILE| 1581.00000 9486.00| 1550.00000 9300.00| 1782.50000 10695.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701C000 6.000 MILE| 326.40000 1958.40| 320.00000 1920.00| 368.00000 2208.00 Broken Temporary Traffic Stripe | | | 0140 701C001 12.000 MILE| 357.00000 4284.00| 350.00000 4200.00| 402.50000 4830.00 Solid Temporary Traffic Stripe | | | 0150 703A002 368.000 SQFT| 1.84000 677.12| 1.80000 662.40| 2.07000 761.76 Traffic Control Markings, Class 2, Type | | | A | | | 0160 703D001 144.000 SQFT| 1.33000 191.52| 1.30000 187.20| 1.50000 216.00 Temporary Traffic Control Markings | | | 0170 705A032 103.000 EACH| 5.10000 525.30| 5.00000 515.00| 5.75000 592.25 Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 450.000 EACH| 5.36000 2412.00| 5.25000 2362.50| 6.04000 2718.00 Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 837.000 SQFT| 6.97000 5833.89| 13.00000 10881.00| 12.88000 10780.56 Construction Signs | | | 0200 740E000 50.000 EACH| 5.61000 280.50| 6.00000 300.00| 11.39000 569.50 Cones (36 Inches High) | | | 0210 740M001 50.000 EACH| 3.54000 177.00| 4.00000 200.00| 7.48000 374.00 Ballast For Cone | | | 0220 740O000 1.000 EACH| 1181.17000 1181.17| 5500.00000 5500.00| 2300.00000 2300.00 Pilot Car | | | SECTION TOTALS | $ 445,522.49| $ 478,636.10| $ 502,257.62 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 445,522.49| $ 478,636.10| $ 502,257.62 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020301046 COUNTIES : MARION LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 305B060 1994.000 TON | 15.55000 31006.70| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 4111.000 GAL | 1.02000 4193.22| | Tack Coat | | | 0030 424A360 3730.000 TON | 35.30000 131669.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 39.000 TON | 46.97000 1831.83| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 7460.000 TON | 30.53000 227753.80| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 500.000 TON | 46.18000 23090.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 500.000 TON | 34.82000 17410.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 77.000 TON | 35.41000 2726.57| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 6751.43000 6751.43| | Mobilization | | | 0100 701A028 10.000 MILE| 2247.70000 22477.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A046 3.000 MILE| 960.07000 2880.21| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020301046 COUNTIES : MARION LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0120 701A048 6.000 MILE| 1750.72000 10504.32| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701C000 6.000 MILE| 361.44000 2168.64| | Broken Temporary Traffic Stripe | | | 0140 701C001 12.000 MILE| 395.32000 4743.84| | Solid Temporary Traffic Stripe | | | 0150 703A002 368.000 SQFT| 2.03000 747.04| | Traffic Control Markings, Class 2, Type | | | A | | | 0160 703D001 144.000 SQFT| 1.47000 211.68| | Temporary Traffic Control Markings | | | 0170 705A032 103.000 EACH| 5.65000 581.95| | Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 450.000 EACH| 5.94000 2673.00| | Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 837.000 SQFT| 8.41000 7039.17| | Construction Signs | | | 0200 740E000 50.000 EACH| 0.10000 5.00| | Cones (36 Inches High) | | | 0210 740M001 50.000 EACH| 0.10000 5.00| | Ballast For Cone | | | 0220 740O000 1.000 EACH| 2852.45000 2852.45| | Pilot Car | | | SECTION TOTALS | $ 503,321.85| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 503,321.85| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 240 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-455(2) for constructing the Bridge Replacement and Approaches on S.R.#77 at Talladega Creek in Waldo. Length 1.416 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30002 ELLARD CONTRACTING CO., INC. & ELLARD CONSTRUCTION, INC. $ 3,487,999.55 100.0000% 2 23068 WAITES CONSTRUCTION COMPANY, INC. $ 3,610,408.05 103.5094% 3 18024 RACON, INC. $ 3,929,530.43 112.6586% 4 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 4,127,184.75 118.3253% 5 01018 APAC-ALABAMA, INC. $ 4,760,612.88 136.4855% 6 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 4,790,275.67 137.3359% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 18024 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 233272.80000 233272.80| 160000.00000 160000.00| 125000.00000 125000.00 Clearing & Grubbing (Approximately 43 | | | Acres) | | | 0020 206A000 LUMP| 30000.00000 30000.00| 18000.00000 18000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 329+08. | | | 57 TO 330+95.35 | | | 0030 206D000 230.000 LF | 7.00000 1610.00| 5.00000 1150.00| 6.00000 1380.00 Removing Pipe | | | 0040 210A000 287059.000 CUYD| 1.81000 519576.79| 1.30000 373176.70| 1.25000 358823.75 Unclassified Excavation | | | 0050 210A001 850.000 CUYD| 3.00000 2550.00| 2.00000 1700.00| 10.00000 8500.00 Unclassified Excavation (Special | | | Undercutting) | | | 0060 210D000 120223.000 CUYD| 1.81000 217603.63| 2.50000 300557.50| 3.75000 450836.25 Borrow Excavation | | | 0070 210F001 1350.000 TON | 11.00000 14850.00| 12.00000 16200.00| 15.00000 20250.00 Borrow Excavation (Underwater | | | Embankment) | | | 0080 210F002 450.000 TON | 11.00000 4950.00| 12.00000 5400.00| 15.00000 6750.00 Borrow Excavation (Underwater Backfill) | | | (ALDOT #57) | | | 0090 214A000 481.000 CUYD| 3.00000 1443.00| 7.00000 3367.00| 6.00000 2886.00 Structure Excavation | | | 0100 214B001 288.000 CUYD| 24.00000 6912.00| 18.00000 5184.00| 25.00000 7200.00 Foundation Backfill, Commercial | | | 0110 231B001 5262.000 TON | 16.00000 84192.00| 16.50000 86823.00| 16.00000 84192.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0120 301A002 107.000 SQYD| 7.00000 749.00| 10.00000 1070.00| 12.00000 1284.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 3.5" Compacted Thickness | | | 0130 301A012 41143.000 SQYD| 3.69000 151817.67| 3.90000 160457.70| 4.80000 197486.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0140 301A014 13893.000 SQYD| 4.55000 63213.15| 4.75000 65991.75| 5.50000 76411.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6.5" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 18024 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 401A000 38011.000 SQYD| 0.35000 13303.85| 0.40000 15204.40| 0.29000 11023.19 Bituminous Treatment A | | | 0160 401B108 12156.000 SQYD| 1.00000 12156.00| 1.10000 13371.60| 1.02000 12399.12 Bituminous Treatment G (With Polymer | | | Additive) | | | 0170 405A000 3126.000 GAL | 0.00000 0.00| 1.25000 3907.50| 1.33000 4157.58 Tack Coat | | | 0180 410B000 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 4041.72000 4041.72 State Furnished Profilograph | | | 0190 424A360 1339.000 TON | 33.75000 45191.25| 33.95000 45459.05| 36.26000 48552.14 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424A366 25.000 TON | 45.00000 1125.00| 62.00000 1550.00| 65.77000 1644.25 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424B651 4429.000 TON | 28.00000 124012.00| 29.00000 128441.00| 31.90000 141285.10 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B681 4561.000 TON | 26.40000 120410.40| 27.40000 124971.40| 31.41000 143261.01 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424B685 25.000 TON | 65.00000 1625.00| 90.00000 2250.00| 95.89000 2397.25 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424C360 2850.000 TON | 25.75000 73387.50| 27.50000 78375.00| 32.38000 92283.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0250 430B012 1500.000 TON | 13.00000 19500.00| 15.00000 22500.00| 16.00000 24000.00 Aggregate Surfacing (ALDOT #410 Or #467 | | | 0260 450B000 107.000 SQYD| 65.00000 6955.00| 66.00000 7062.00| 75.00000 8025.00 Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 18024 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0270 502A000 185487.000 LB | 0.48000 89033.76| 0.55000 102017.85| 0.22000 40807.14 Steel Reinforcement | | | 0280 502B000 LUMP| 27500.00000 27500.00| 42000.00000 42000.00| 44554.12000 44554.12 Steel Reinforcement For Bridge | | | Superstructure, Sta. 952+80 Approx. | | | 76300 Lbs. | | | 0290 506A000 38.000 LF | 236.25000 8977.50| 245.00000 9310.00| 267.32000 10158.16 Drilled Shaft Excavation, 4'-6" Diamete | | | 0300 506A005 125.000 LF | 236.25000 29531.25| 245.00000 30625.00| 267.32000 33415.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0310 506B002 54.000 LF | 1050.00000 56700.00| 1250.00000 67500.00| 1169.55000 63155.70 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0320 506B004 49.000 LF | 1050.00000 51450.00| 1250.00000 61250.00| 1169.55000 57307.95 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0330 506C041 179.000 LF | 57.75000 10337.25| 63.00000 11277.00| 66.83000 11962.57 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0340 506C043 87.000 LF | 57.75000 5024.25| 63.00000 5481.00| 66.83000 5814.21 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0350 506F001 38.000 LF | 131.25000 4987.50| 138.00000 5244.00| 150.37000 5714.06 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0360 506G001 2.000 EACH| 2100.00000 4200.00| 3000.00000 6000.00| 2311.24000 4622.48 Crosshole Sonic Logging, 3'-6" Diameter | | | 0370 506G003 4.000 EACH| 2100.00000 8400.00| 3000.00000 12000.00| 2311.24000 9244.96 Crosshole Sonic Logging, 4'-6" Diameter | | | 0380 508A000 6880.000 LB | 2.00000 13760.00| 2.50000 17200.00| 2.62000 18025.60 Structural Steel | | | 0390 510A000 205.000 CUYD| 300.00000 61500.00| 335.00000 68675.00| 367.57000 75351.85 Bridge Substructure Concrete, Class A | | | 0400 510C051 LUMP| 159000.00000 159000.00| 138000.00000 138000.00| 150370.17000 150370.17 Bridge Concrete Superstructure, Sta. | | | 952+80 Approx. 340 Cu. Yds. | | | 0410 510E000 1065.000 SQYD| 3.00000 3195.00| 3.10000 3301.50| 3.34000 3557.10 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 18024 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0420 511A001 42.000 EACH| 100.00000 4200.00| 68.00000 2856.00| 72.40000 3040.80 Elastomeric Bearings, Type 2 | | | 0430 513B005 960.000 LF | 95.00000 91200.00| 88.00000 84480.00| 94.68000 90892.80 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0440 513B015 695.000 LF | 120.00000 83400.00| 100.00000 69500.00| 111.38000 77409.10 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0450 524A011 515.000 CUYD| 200.00000 103000.00| 320.00000 164800.00| 375.00000 193125.00 Culvert Concrete (Cast In Place) | | | 0460 530A003 312.000 LF | 38.00000 11856.00| 38.00000 11856.00| 37.00000 11544.00 30" Roadway Pipe (Class 3 R.C.) | | | 0470 530A004 116.000 LF | 49.00000 5684.00| 42.00000 4872.00| 48.00000 5568.00 36" Roadway Pipe (Class 3 R.C.) | | | 0480 530A016 224.000 LF | 75.00000 16800.00| 60.00000 13440.00| 96.00000 21504.00 42" Roadway Pipe (Class 4 R.C.) | | | 0490 530A026 320.000 LF | 62.00000 19840.00| 55.00000 17600.00| 65.00000 20800.00 36" Roadway Pipe (Class 5 R.C.) | | | 0500 530A101 34.000 LF | 23.00000 782.00| 28.00000 952.00| 48.00000 1632.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 535A001 256.000 LF | 16.00000 4096.00| 20.00000 5120.00| 17.00000 4352.00 18" Side Drain Pipe | | | 0520 535A002 328.000 LF | 21.00000 6888.00| 22.00000 7216.00| 22.00000 7216.00 24" Side Drain Pipe | | | 0530 535A003 48.000 LF | 28.00000 1344.00| 30.00000 1440.00| 23.50000 1128.00 30" Side Drain Pipe | | | 0540 535A005 56.000 LF | 41.00000 2296.00| 40.00000 2240.00| 29.00000 1624.00 42" Side Drain Pipe | | | 0550 600A000 LUMP| 30000.00000 30000.00| 100000.00000 100000.00| 278000.00000 278000.00 Mobilization | | | 0560 601A000 1.000 EACH| 11550.00000 11550.00| 15000.00000 15000.00| 3500.00000 3500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0570 602A000 44.000 EACH| 110.00000 4840.00| 100.00000 4400.00| 75.00000 3300.00 Right Of Way Markers | | | 0580 603A002 1.000 EACH| 26000.00000 26000.00| 15000.00000 15000.00| 25000.00000 25000.00 Furnishing Type 3 Field Office | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -6 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 18024 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0590 606A000 400.000 LF | 12.00000 4800.00| 3.00000 1200.00| 8.50000 3400.00 6" Underdrain Pipe | | | 0600 610C001 13818.000 TON | 18.50000 255633.00| 16.00000 221088.00| 20.00000 276360.00 Loose Riprap, Class 2 | | | 0610 610D000 11966.000 SQYD| 2.00000 23932.00| 2.00000 23932.00| 2.00000 23932.00 Filter Blanket | | | 0620 614A000 398.000 CUYD| 225.00000 89550.00| 275.00000 109450.00| 185.00000 73630.00 Slope Paving | | | 0630 619A002 1.000 EACH| 550.00000 550.00| 450.00000 450.00| 675.00000 675.00 18" Roadway Pipe End Treatment, Class 1 | | | 0640 619A004 4.000 EACH| 900.00000 3600.00| 650.00000 2600.00| 900.00000 3600.00 30" Roadway Pipe End Treatment, Class 1 | | | 0650 619A005 1.000 EACH| 1200.00000 1200.00| 900.00000 900.00| 1050.00000 1050.00 36" Roadway Pipe End Treatment, Class 1 | | | 0660 619A006 2.000 EACH| 1350.00000 2700.00| 1000.00000 2000.00| 1025.00000 2050.00 42" Roadway Pipe End Treatment, Class 1 | | | 0670 619A055 1.000 EACH| 1565.00000 1565.00| 1500.00000 1500.00| 1400.00000 1400.00 36" Roadway Pipe End Treatment, Class 2 | | | 0680 619A101 10.000 EACH| 550.00000 5500.00| 450.00000 4500.00| 600.00000 6000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0690 619A102 10.000 EACH| 900.00000 9000.00| 550.00000 5500.00| 725.00000 7250.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0700 619A105 2.000 EACH| 1350.00000 2700.00| 1100.00000 2200.00| 750.00000 1500.00 42" Side Drain Pipe End Treatment, | | | Class 1 | | | 0710 619A128 2.000 EACH| 1450.00000 2900.00| 1400.00000 2800.00| 850.00000 1700.00 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0720 619A203 1.000 EACH| 1400.00000 1400.00| 3600.00000 3600.00| 1060.00000 1060.00 30" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0730 619A204 1.000 EACH| 1700.00000 1700.00| 4200.00000 4200.00| 1150.00000 1150.00 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0740 620A000 1.000 CUYD| 1300.00000 1300.00| 150.00000 150.00| 1000.00000 1000.00 Minor Structure Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -7 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 18024 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0750 621A034 1.000 EACH| 12500.00000 12500.00| 2500.00000 2500.00| 3500.00000 3500.00 Junction Boxes, Type 4 (Modified) | | | 0760 630A000 3610.000 LF | 10.85000 39168.50| 12.50000 45125.00| 12.15000 43861.50 Steel Beam Guardrail, Class A, Type 1 | | | 0770 630C003 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 1231.15000 4924.60 Guardrail End Anchor, Type 13 | | | 0780 630C070 24.000 EACH| 1250.00000 30000.00| 1450.00000 34800.00| 1399.00000 33576.00 Guardrail End Anchor, Type 10 Series | | | 0790 650A000 6900.000 CUYD| 1.55000 10695.00| 5.50000 37950.00| 5.00000 34500.00 Topsoil | | | 0800 650B000 10100.000 CUYD| 1.50000 15150.00| 3.00000 30300.00| 2.00000 20200.00 Topsoil From Stockpiles | | | 0810 652A050 10.000 ACRE| 600.00000 6000.00| 675.00000 6750.00| 575.00000 5750.00 Seeding (Mix 1A) | | | 0820 652A053 22.000 ACRE| 600.00000 13200.00| 675.00000 14850.00| 600.00000 13200.00 Seeding (Mix 1E) | | | 0830 652B050 5.000 ACRE| 500.00000 2500.00| 575.00000 2875.00| 465.00000 2325.00 Temporary Seeding (Mix 1AT) | | | 0840 652C000 15.000 ACRE| 50.00000 750.00| 75.00000 1125.00| 30.00000 450.00 Mowing | | | 0850 652D050 5.000 ACRE| 550.00000 2750.00| 625.00000 3125.00| 550.00000 2750.00 Seeding In Stubble (Mix 1A) | | | 0860 654A001 992.000 SQYD| 4.00000 3968.00| 4.50000 4464.00| 3.50000 3472.00 Solid Sodding (Bermuda) | | | 0870 656A000 15.000 ACRE| 400.00000 6000.00| 450.00000 6750.00| 525.00000 7875.00 Mulching, Class A, Type 1 | | | 0880 656A001 22.000 ACRE| 450.00000 9900.00| 500.00000 11000.00| 650.00000 14300.00 Mulching, Class A, Type 2 | | | 0890 659A002 4538.000 SQYD| 5.50000 24959.00| 6.25000 28362.50| 6.25000 28362.50 Erosion Control Netting, Class C1 | | | 0900 665A000 9.000 ACRE| 400.00000 3600.00| 450.00000 4050.00| 400.00000 3600.00 Temporary Seeding | | | 0910 665B000 9.000 ACRE| 400.00000 3600.00| 450.00000 4050.00| 450.00000 4050.00 Temporary Mulching | | | 0920 665C000 1140.000 LF | 9.00000 10260.00| 20.00000 22800.00| 5.00000 5700.00 15" Temporary Pipe | | | 0930 665C001 100.000 LF | 16.00000 1600.00| 24.00000 2400.00| 5.00000 500.00 18" Temporary Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -8 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 18024 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0940 665F000 300.000 EACH| 6.00000 1800.00| 10.00000 3000.00| 5.00000 1500.00 Hay Bales | | | 0950 665G000 650.000 EACH| 6.50000 4225.00| 6.00000 3900.00| 1.00000 650.00 Sand Bags | | | 0960 665I000 968.000 TON | 19.50000 18876.00| 30.00000 29040.00| 23.00000 22264.00 Temporary Riprap, Class 2 | | | 0970 665J000 5264.000 LF | 4.00000 21056.00| 3.00000 15792.00| 3.00000 15792.00 Silt Fence, Type A | | | 0980 665K000 430.000 CUYD| 4.00000 1720.00| 25.00000 10750.00| 4.00000 1720.00 Drainage Sump Excavation | | | 0990 666A001 25.000 ACRE| 30.00000 750.00| 37.50000 937.50| 30.00000 750.00 Pest Control Treatment | | | 1000 680A000 LUMP| 72000.00000 72000.00| 85000.00000 85000.00| 50000.00000 50000.00 Engineering Controls | | | 1010 701A028 3.000 MILE| 1300.00000 3900.00| 1450.00000 4350.00| 1500.00000 4500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1020 701A046 1.000 MILE| 900.00000 900.00| 1100.00000 1100.00| 1000.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1030 701A048 3.000 MILE| 1500.00000 4500.00| 1650.00000 4950.00| 1700.00000 5100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1040 701C000 1.000 MILE| 400.00000 400.00| 500.00000 500.00| 450.00000 450.00 Broken Temporary Traffic Stripe | | | 1050 701C001 5.000 MILE| 400.00000 2000.00| 500.00000 2500.00| 450.00000 2250.00 Solid Temporary Traffic Stripe | | | 1060 701G125 480.000 LF | 4.00000 1920.00| 5.25000 2520.00| 4.50000 2160.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1070 701G133 480.000 LF | 4.20000 2016.00| 5.50000 2640.00| 4.75000 2280.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1080 703A002 48.000 SQFT| 3.00000 144.00| 5.00000 240.00| 3.50000 168.00 Traffic Control Markings, Class 2, Type | | | A | | | 1090 703D002 48.000 SQFT| 1.30000 62.40| 1.95000 93.60| 1.50000 72.00 Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -9 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 18024 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1100 705A023 240.000 EACH| 5.25000 1260.00| 6.50000 1560.00| 6.00000 1440.00 Pavement Markers, Class C, Type 2-D | | | 1110 705A032 400.000 EACH| 5.00000 2000.00| 6.25000 2500.00| 5.60000 2240.00 Pavement Markers, Class A-H, Type 1-B | | | 1120 705A037 935.000 EACH| 5.25000 4908.75| 6.50000 6077.50| 6.00000 5610.00 Pavement Markers, Class A-H, Type 2-D | | | 1130 713A000 60.000 LF | 95.00000 5700.00| 150.00000 9000.00| 106.33000 6379.80 Permanent Barricades | | | 1140 740B000 549.000 SQFT| 7.15000 3925.35| 12.00000 6588.00| 15.00000 8235.00 Construction Signs | | | 1150 740D000 150.000 EACH| 50.60000 7590.00| 70.00000 10500.00| 90.00000 13500.00 Channelizing Drums | | | 1160 740E000 50.000 EACH| 15.00000 750.00| 15.00000 750.00| 10.00000 500.00 Cones (36 Inches High) | | | 1170 740F002 8.000 EACH| 147.40000 1179.20| 300.00000 2400.00| 300.00000 2400.00 Barricades, Type III | | | 1180 740I005 6.000 EACH| 526.30000 3157.80| 400.00000 2400.00| 750.00000 4500.00 Warning Lights, Type B (Detachable Head | | | 1190 740M001 50.000 EACH| 11.00000 550.00| 9.00000 450.00| 5.00000 250.00 Ballast For Cone | | | 1200 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,487,999.55| $ 3,610,408.05| $ 3,929,530.43 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 3,487,999.55| $ 3,610,408.05| $ 3,929,530.43 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -10 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 01018 |( 6 ) 03001 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 305000.00000 305000.00| 86082.09000 86082.09| 320000.00000 320000.00 Clearing & Grubbing (Approximately 43 | | | Acres) | | | 0020 206A000 LUMP| 30000.00000 30000.00| 31500.00000 31500.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 329+08. | | | 57 TO 330+95.35 | | | 0030 206D000 230.000 LF | 5.00000 1150.00| 4.39000 1009.70| 5.58000 1283.40 Removing Pipe | | | 0040 210A000 287059.000 CUYD| 1.70000 488000.30| 3.00000 861177.00| 3.05000 875529.95 Unclassified Excavation | | | 0050 210A001 850.000 CUYD| 5.00000 4250.00| 26.25000 22312.50| 8.37000 7114.50 Unclassified Excavation (Special | | | Undercutting) | | | 0060 210D000 120223.000 CUYD| 3.30000 396735.90| 3.84000 461656.32| 4.00000 480892.00 Borrow Excavation | | | 0070 210F001 1350.000 TON | 7.00000 9450.00| 26.25000 35437.50| 17.00000 22950.00 Borrow Excavation (Underwater | | | Embankment) | | | 0080 210F002 450.000 TON | 13.00000 5850.00| 26.25000 11812.50| 13.83000 6223.50 Borrow Excavation (Underwater Backfill) | | | (ALDOT #57) | | | 0090 214A000 481.000 CUYD| 4.70000 2260.70| 8.39000 4035.59| 7.12000 3424.72 Structure Excavation | | | 0100 214B001 288.000 CUYD| 18.00000 5184.00| 33.64000 9688.32| 29.10000 8380.80 Foundation Backfill, Commercial | | | 0110 231B001 5262.000 TON | 13.00000 68406.00| 16.47000 86665.14| 16.00000 84192.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0120 301A002 107.000 SQYD| 9.00000 963.00| 11.00000 1177.00| 5.00000 535.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 3.5" Compacted Thickness | | | 0130 301A012 41143.000 SQYD| 4.90000 201600.70| 5.11000 210240.73| 3.69000 151817.67 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0140 301A014 13893.000 SQYD| 5.30000 73632.90| 6.05000 84052.65| 4.55000 63213.15 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6.5" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -11 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 01018 |( 6 ) 03001 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 401A000 38011.000 SQYD| 0.35000 13303.85| 0.27000 10262.97| 0.35000 13303.85 Bituminous Treatment A | | | 0160 401B108 12156.000 SQYD| 1.00000 12156.00| 0.95000 11548.20| 1.00000 12156.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0170 405A000 3126.000 GAL | 0.01000 31.26| 1.25000 3907.50| 0.00000 0.00 Tack Coat | | | 0180 410B000 1.000 EACH| 1500.00000 1500.00| 3821.40000 3821.40| 1500.00000 1500.00 State Furnished Profilograph | | | 0190 424A360 1339.000 TON | 34.00000 45526.00| 35.89000 48056.71| 33.75000 45191.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424A366 25.000 TON | 75.00000 1875.00| 62.19000 1554.75| 45.00000 1125.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424B651 4429.000 TON | 30.00000 132870.00| 29.07000 128751.03| 29.00000 128441.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B681 4561.000 TON | 27.00000 123147.00| 28.64000 130627.04| 26.40000 120410.40 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424B685 25.000 TON | 100.00000 2500.00| 90.66000 2266.50| 65.00000 1625.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424C360 2850.000 TON | 26.00000 74100.00| 28.92000 82422.00| 25.75000 73387.50 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0250 430B012 1500.000 TON | 14.00000 21000.00| 15.80000 23700.00| 17.13000 25695.00 Aggregate Surfacing (ALDOT #410 Or #467 | | | 0260 450B000 107.000 SQYD| 75.00000 8025.00| 68.25000 7302.75| 51.35000 5494.45 Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -12 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 01018 |( 6 ) 03001 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0270 502A000 185487.000 LB | 0.52000 96453.24| 0.49000 90888.63| 0.45000 83469.15 Steel Reinforcement | | | 0280 502B000 LUMP| 30000.00000 30000.00| 42000.00000 42000.00| 32515.73000 32515.73 Steel Reinforcement For Bridge | | | Superstructure, Sta. 952+80 Approx. | | | 76300 Lbs. | | | 0290 506A000 38.000 LF | 236.25000 8977.50| 251.48000 9556.24| 318.87000 12117.06 Drilled Shaft Excavation, 4'-6" Diamete | | | 0300 506A005 125.000 LF | 236.25000 29531.25| 251.48000 31435.00| 286.74000 35842.50 Drilled Shaft Excavation, 3'-6" Diamete | | | 0310 506B002 54.000 LF | 1050.00000 56700.00| 1118.25000 60385.50| 600.43000 32423.22 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0320 506B004 49.000 LF | 1050.00000 51450.00| 1118.25000 54794.25| 598.15000 29309.35 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0330 506C041 179.000 LF | 57.75000 10337.25| 61.95000 11089.05| 179.48000 32126.92 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0340 506C043 87.000 LF | 57.75000 5024.25| 61.95000 5389.65| 253.48000 22052.76 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0350 506F001 38.000 LF | 131.25000 4987.50| 139.65000 5306.70| 128.54000 4884.52 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0360 506G001 2.000 EACH| 2100.00000 4200.00| 2231.25000 4462.50| 1612.44000 3224.88 Crosshole Sonic Logging, 3'-6" Diameter | | | 0370 506G003 4.000 EACH| 2100.00000 8400.00| 2231.25000 8925.00| 1843.47000 7373.88 Crosshole Sonic Logging, 4'-6" Diameter | | | 0380 508A000 6880.000 LB | 2.00000 13760.00| 3.15000 21672.00| 2.31000 15892.80 Structural Steel | | | 0390 510A000 205.000 CUYD| 300.00000 61500.00| 262.50000 53812.50| 487.04000 99843.20 Bridge Substructure Concrete, Class A | | | 0400 510C051 LUMP| 166000.00000 166000.00| 160650.00000 160650.00| 136906.99000 136906.99 Bridge Concrete Superstructure, Sta. | | | 952+80 Approx. 340 Cu. Yds. | | | 0410 510E000 1065.000 SQYD| 3.00000 3195.00| 2.89000 3077.85| 1.86000 1980.90 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -13 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 01018 |( 6 ) 03001 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0420 511A001 42.000 EACH| 100.00000 4200.00| 210.00000 8820.00| 74.99000 3149.58 Elastomeric Bearings, Type 2 | | | 0430 513B005 960.000 LF | 100.00000 96000.00| 115.50000 110880.00| 96.00000 92160.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0440 513B015 695.000 LF | 125.00000 86875.00| 162.75000 113111.25| 111.53000 77513.35 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0450 524A011 515.000 CUYD| 300.00000 154500.00| 367.50000 189262.50| 425.00000 218875.00 Culvert Concrete (Cast In Place) | | | 0460 530A003 312.000 LF | 41.00000 12792.00| 50.85000 15865.20| 54.03000 16857.36 30" Roadway Pipe (Class 3 R.C.) | | | 0470 530A004 116.000 LF | 53.00000 6148.00| 68.89000 7991.24| 64.74000 7509.84 36" Roadway Pipe (Class 3 R.C.) | | | 0480 530A016 224.000 LF | 97.00000 21728.00| 99.15000 22209.60| 86.88000 19461.12 42" Roadway Pipe (Class 4 R.C.) | | | 0490 530A026 320.000 LF | 66.00000 21120.00| 84.14000 26924.80| 75.62000 24198.40 36" Roadway Pipe (Class 5 R.C.) | | | 0500 530A101 34.000 LF | 41.00000 1394.00| 36.18000 1230.12| 46.00000 1564.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 535A001 256.000 LF | 17.00000 4352.00| 29.72000 7608.32| 23.72000 6072.32 18" Side Drain Pipe | | | 0520 535A002 328.000 LF | 18.00000 5904.00| 34.20000 11217.60| 29.89000 9803.92 24" Side Drain Pipe | | | 0530 535A003 48.000 LF | 29.00000 1392.00| 46.68000 2240.64| 36.73000 1763.04 30" Side Drain Pipe | | | 0540 535A005 56.000 LF | 35.00000 1960.00| 57.56000 3223.36| 46.84000 2623.04 42" Side Drain Pipe | | | 0550 600A000 LUMP| 315000.00000 315000.00| 161057.71000 161057.71| 389667.95000 389667.95 Mobilization | | | 0560 601A000 1.000 EACH| 7000.00000 7000.00| 9931.58000 9931.58| 11678.48000 11678.48 Furnishing Base, Soil And Structure | | | Laboratories | | | 0570 602A000 44.000 EACH| 95.00000 4180.00| 2.55000 112.20| 82.21000 3617.24 Right Of Way Markers | | | 0580 603A002 1.000 EACH| 10000.00000 10000.00| 32794.92000 32794.92| 20733.22000 20733.22 Furnishing Type 3 Field Office | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -14 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 01018 |( 6 ) 03001 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0590 606A000 400.000 LF | 9.00000 3600.00| 9.75000 3900.00| 12.92000 5168.00 6" Underdrain Pipe | | | 0600 610C001 13818.000 TON | 20.00000 276360.00| 25.42000 351253.56| 19.37000 267654.66 Loose Riprap, Class 2 | | | 0610 610D000 11966.000 SQYD| 3.00000 35898.00| 2.63000 31470.58| 1.10000 13162.60 Filter Blanket | | | 0620 614A000 398.000 CUYD| 166.00000 66068.00| 396.63000 157858.74| 155.00000 61690.00 Slope Paving | | | 0630 619A002 1.000 EACH| 530.00000 530.00| 699.84000 699.84| 650.00000 650.00 18" Roadway Pipe End Treatment, Class 1 | | | 0640 619A004 4.000 EACH| 745.00000 2980.00| 938.20000 3752.80| 850.00000 3400.00 30" Roadway Pipe End Treatment, Class 1 | | | 0650 619A005 1.000 EACH| 820.00000 820.00| 1328.09000 1328.09| 950.00000 950.00 36" Roadway Pipe End Treatment, Class 1 | | | 0660 619A006 2.000 EACH| 894.00000 1788.00| 1511.86000 3023.72| 1050.00000 2100.00 42" Roadway Pipe End Treatment, Class 1 | | | 0670 619A055 1.000 EACH| 1032.00000 1032.00| 1969.28000 1969.28| 950.00000 950.00 36" Roadway Pipe End Treatment, Class 2 | | | 0680 619A101 10.000 EACH| 530.00000 5300.00| 729.07000 7290.70| 575.00000 5750.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0690 619A102 10.000 EACH| 580.00000 5800.00| 800.20000 8002.00| 750.00000 7500.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0700 619A105 2.000 EACH| 894.00000 1788.00| 1757.51000 3515.02| 950.00000 1900.00 42" Side Drain Pipe End Treatment, | | | Class 1 | | | 0710 619A128 2.000 EACH| 971.00000 1942.00| 2042.01000 4084.02| 800.00000 1600.00 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0720 619A203 1.000 EACH| 1350.00000 1350.00| 2590.72000 2590.72| 1650.00000 1650.00 30" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0730 619A204 1.000 EACH| 1580.00000 1580.00| 2655.38000 2655.38| 1950.00000 1950.00 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0740 620A000 1.000 CUYD| 350.00000 350.00| 1111.43000 1111.43| 350.00000 350.00 Minor Structure Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -15 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 01018 |( 6 ) 03001 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0750 621A034 1.000 EACH| 2000.00000 2000.00| 9654.41000 9654.41| 1800.00000 1800.00 Junction Boxes, Type 4 (Modified) | | | 0760 630A000 3610.000 LF | 12.00000 43320.00| 11.55000 41695.50| 10.85000 39168.50 Steel Beam Guardrail, Class A, Type 1 | | | 0770 630C003 4.000 EACH| 1200.00000 4800.00| 1050.00000 4200.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0780 630C070 24.000 EACH| 1500.00000 36000.00| 1470.00000 35280.00| 1250.00000 30000.00 Guardrail End Anchor, Type 10 Series | | | 0790 650A000 6900.000 CUYD| 5.00000 34500.00| 14.80000 102120.00| 6.45000 44505.00 Topsoil | | | 0800 650B000 10100.000 CUYD| 1.23000 12423.00| 4.21000 42521.00| 5.16000 52116.00 Topsoil From Stockpiles | | | 0810 652A050 10.000 ACRE| 525.00000 5250.00| 630.00000 6300.00| 500.00000 5000.00 Seeding (Mix 1A) | | | 0820 652A053 22.000 ACRE| 525.00000 11550.00| 630.00000 13860.00| 500.00000 11000.00 Seeding (Mix 1E) | | | 0830 652B050 5.000 ACRE| 525.00000 2625.00| 525.00000 2625.00| 300.00000 1500.00 Temporary Seeding (Mix 1AT) | | | 0840 652C000 15.000 ACRE| 150.00000 2250.00| 52.50000 787.50| 50.00000 750.00 Mowing | | | 0850 652D050 5.000 ACRE| 350.00000 1750.00| 577.50000 2887.50| 500.00000 2500.00 Seeding In Stubble (Mix 1A) | | | 0860 654A001 992.000 SQYD| 3.50000 3472.00| 4.20000 4166.40| 2.75000 2728.00 Solid Sodding (Bermuda) | | | 0870 656A000 15.000 ACRE| 500.00000 7500.00| 420.00000 6300.00| 500.00000 7500.00 Mulching, Class A, Type 1 | | | 0880 656A001 22.000 ACRE| 600.00000 13200.00| 472.50000 10395.00| 650.00000 14300.00 Mulching, Class A, Type 2 | | | 0890 659A002 4538.000 SQYD| 7.50000 34035.00| 5.78000 26229.64| 5.95000 27001.10 Erosion Control Netting, Class C1 | | | 0900 665A000 9.000 ACRE| 250.00000 2250.00| 420.00000 3780.00| 400.00000 3600.00 Temporary Seeding | | | 0910 665B000 9.000 ACRE| 250.00000 2250.00| 420.00000 3780.00| 400.00000 3600.00 Temporary Mulching | | | 0920 665C000 1140.000 LF | 10.00000 11400.00| 11.47000 13075.80| 26.51000 30221.40 15" Temporary Pipe | | | 0930 665C001 100.000 LF | 13.00000 1300.00| 23.48000 2348.00| 32.36000 3236.00 18" Temporary Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -16 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 01018 |( 6 ) 03001 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0940 665F000 300.000 EACH| 3.00000 900.00| 7.64000 2292.00| 5.00000 1500.00 Hay Bales | | | 0950 665G000 650.000 EACH| 1.50000 975.00| 5.13000 3334.50| 3.00000 1950.00 Sand Bags | | | 0960 665I000 968.000 TON | 20.00000 19360.00| 33.45000 32379.60| 19.37000 18750.16 Temporary Riprap, Class 2 | | | 0970 665J000 5264.000 LF | 3.00000 15792.00| 2.84000 14949.76| 3.50000 18424.00 Silt Fence, Type A | | | 0980 665K000 430.000 CUYD| 5.00000 2150.00| 28.96000 12452.80| 16.05000 6901.50 Drainage Sump Excavation | | | 0990 666A001 25.000 ACRE| 10.00000 250.00| 31.50000 787.50| 30.00000 750.00 Pest Control Treatment | | | 1000 680A000 LUMP| 59000.00000 59000.00| 75033.00000 75033.00| 110000.00000 110000.00 Engineering Controls | | | 1010 701A028 3.000 MILE| 1300.00000 3900.00| 1260.00000 3780.00| 1300.00000 3900.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1020 701A046 1.000 MILE| 900.00000 900.00| 945.00000 945.00| 900.00000 900.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1030 701A048 3.000 MILE| 1500.00000 4500.00| 1575.00000 4725.00| 1500.00000 4500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1040 701C000 1.000 MILE| 400.00000 400.00| 315.00000 315.00| 400.00000 400.00 Broken Temporary Traffic Stripe | | | 1050 701C001 5.000 MILE| 400.00000 2000.00| 336.00000 1680.00| 400.00000 2000.00 Solid Temporary Traffic Stripe | | | 1060 701G125 480.000 LF | 4.00000 1920.00| 4.20000 2016.00| 4.00000 1920.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1070 701G133 480.000 LF | 4.20000 2016.00| 4.20000 2016.00| 4.20000 2016.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1080 703A002 48.000 SQFT| 3.00000 144.00| 1.79000 85.92| 3.00000 144.00 Traffic Control Markings, Class 2, Type | | | A | | | 1090 703D002 48.000 SQFT| 1.30000 62.40| 1.05000 50.40| 3.00000 144.00 Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 047 -17 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020301047 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 01018 |( 6 ) 03001 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1100 705A023 240.000 EACH| 5.25000 1260.00| 4.46000 1070.40| 5.25000 1260.00 Pavement Markers, Class C, Type 2-D | | | 1110 705A032 400.000 EACH| 5.00000 2000.00| 4.46000 1784.00| 5.00000 2000.00 Pavement Markers, Class A-H, Type 1-B | | | 1120 705A037 935.000 EACH| 5.25000 4908.75| 4.46000 4170.10| 5.25000 4908.75 Pavement Markers, Class A-H, Type 2-D | | | 1130 713A000 60.000 LF | 155.00000 9300.00| 115.50000 6930.00| 105.11000 6306.60 Permanent Barricades | | | 1140 740B000 549.000 SQFT| 8.00000 4392.00| 11.03000 6055.47| 7.16000 3930.84 Construction Signs | | | 1150 740D000 150.000 EACH| 65.00000 9750.00| 66.15000 9922.50| 50.88000 7632.00 Channelizing Drums | | | 1160 740E000 50.000 EACH| 9.50000 475.00| 13.65000 682.50| 10.07000 503.50 Cones (36 Inches High) | | | 1170 740F002 8.000 EACH| 230.00000 1840.00| 147.00000 1176.00| 148.40000 1187.20 Barricades, Type III | | | 1180 740I005 6.000 EACH| 600.00000 3600.00| 609.00000 3654.00| 530.00000 3180.00 Warning Lights, Type B (Detachable Head | | | 1190 740M001 50.000 EACH| 7.00000 350.00| 8.40000 420.00| 6.36000 318.00 Ballast For Cone | | | 1200 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,127,184.75| $ 4,760,612.88| $ 4,790,275.67 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 4,127,184.75| $ 4,760,612.88| $ 4,790,275.67 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20020301048 COUNTIES : BUTLER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-0702(200) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#59 from Halso Mill Bridge to Covington County line south of Pigeon Creek. Length - 14.98 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,060,532.25 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 1,237,353.00 116.6728% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 1,373,662.60 129.5258% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020301048 COUNTIES : BUTLER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 13008 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 210D001 38000.000 CUYD| 3.50000 133000.00| 4.85000 184300.00| 5.10000 193800.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 401B100 194000.000 SQYD| 0.50000 97000.00| 0.52000 100880.00| 0.60000 116400.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 8800.000 GAL | 1.00000 8800.00| 1.11000 9768.00| 0.90000 7920.00 Tack Coat | | | 0040 429A200 11000.000 TON | 30.00000 330000.00| 34.29000 377190.00| 36.30000 399300.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 6800.000 TON | 30.00000 204000.00| 35.35000 240380.00| 37.80000 257040.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429C211 6200.000 TON | 30.00000 186000.00| 32.50000 201500.00| 38.10000 236220.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 600A000 LUMP| 6300.00000 6300.00| 25000.00000 25000.00| 39973.50000 39973.50 Mobilization | | | 0080 652A061 37.000 ACRE| 375.00000 13875.00| 375.00000 13875.00| 502.10000 18577.70 Seeding (Mix 3E) | | | 0090 656A000 37.000 ACRE| 340.00000 12580.00| 340.00000 12580.00| 474.80000 17567.60 Mulching, Class A, Type 1 | | | 0100 665F000 90.000 EACH| 4.50000 405.00| 10.00000 900.00| 4.40000 396.00 Hay Bales | | | 0110 665J000 900.000 LF | 3.50000 3150.00| 6.60000 5940.00| 4.90000 4410.00 Silt Fence, Type A | | | 0120 701A030 30.000 MILE| 575.00000 17250.00| 575.00000 17250.00| 650.90000 19527.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A034 20.000 MILE| 575.00000 11500.00| 575.00000 11500.00| 639.90000 12798.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020301048 COUNTIES : BUTLER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 13008 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 701A044 10.000 MILE| 300.00000 3000.00| 300.00000 3000.00| 325.50000 3255.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0150 701C000 27.000 MILE| 255.00000 6885.00| 255.00000 6885.00| 286.80000 7743.60 Broken Temporary Traffic Stripe | | | 0160 701C001 59.000 MILE| 265.00000 15635.00| 265.00000 15635.00| 308.90000 18225.10 Solid Temporary Traffic Stripe | | | 0170 703A004 150.000 SQFT| 3.00000 450.00| 3.00000 450.00| 2.00000 300.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0180 705A032 420.000 EACH| 4.50000 1890.00| 4.50000 1890.00| 5.00000 2100.00 Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 1450.000 EACH| 4.50000 6525.00| 4.50000 6525.00| 5.20000 7540.00 Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 281.000 SQFT| 7.25000 2037.25| 5.00000 1405.00| 13.40000 3765.40 Construction Signs | | | 0210 740O000 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 6803.70000 6803.70 Pilot Car | | | SECTION TOTALS | $ 1,060,532.25| $ 1,237,353.00| $ 1,373,662.60 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 1,060,532.25| $ 1,237,353.00| $ 1,373,662.60 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20020301049 COUNTIES : CALHOUN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : IAR-061-000-003 for constructing the Grade, Drainage and Pavement on the IPC STPOA-0800(29) Aerospace Industrial Access Road in Oxford and the Resurfacing and Traffic Stripe on Airport Road from I-20 to Coldwater Road in Oxford. Length 3.566 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 419,688.65 100.0000% 2 01018 APAC-ALABAMA, INC. $ 451,042.83 107.4708% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020301049 COUNTIES : CALHOUN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 13022 |( 2 ) 01018 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 5000.00000 5000.00| 2635.00000 2635.00| Clearing & Grubbing (Approximately 1.2 | | | Acres) | | | 0020 210A000 541.000 CUYD| 6.50000 3516.50| 6.92000 3743.72| Unclassified Excavation | | | 0030 210D000 3187.000 CUYD| 9.00000 28683.00| 9.21500 29368.21| Borrow Excavation | | | 0040 214A000 267.000 CUYD| 10.00000 2670.00| 10.50000 2803.50| Structure Excavation | | | 0050 214B001 68.000 CUYD| 25.00000 1700.00| 38.05000 2587.40| Foundation Backfill, Commercial | | | 0060 230A000 10.000 RBST| 400.00000 4000.00| 850.00000 8500.00| Roadbed Processing | | | 0070 301B008 1151.000 CUYD| 20.75000 23883.25| 36.45000 41953.95| Crushed Aggregate Base Course, Type B, | | | Plant Mixed ,12" Compacted Thickness | | | 0080 401A000 2609.000 SQYD| 1.20000 3130.80| 0.26000 678.34| Bituminous Treatment A | | | 0090 401B100 36178.000 SQYD| 0.40000 14471.20| 0.64000 23153.92| Bituminous Treatment E (With Polymer | | | Additive) | | | 0100 405A000 1411.000 GAL | 2.00000 2822.00| 0.75000 1058.25| Tack Coat | | | 0110 424A340 2168.000 TON | 31.00000 67208.00| 37.22000 80692.96| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424A346 75.000 TON | 37.00000 2775.00| 86.11000 6458.25| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0130 424A361 216.000 TON | 35.00000 7560.00| 41.90000 9050.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020301049 COUNTIES : CALHOUN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 13022 |( 2 ) 01018 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 424B636 3618.000 TON | 25.00000 90450.00| 31.40000 113605.20| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0150 424B640 150.000 TON | 65.00000 9750.00| 74.08000 11112.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0160 424B651 327.000 TON | 27.50000 8992.50| 31.76000 10385.52| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B681 327.000 TON | 27.50000 8992.50| 31.63000 10343.01| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 530A001 522.000 LF | 21.00000 10962.00| 17.87000 9328.14| 18" Roadway Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 38500.00000 38500.00| 498.75000 498.75| Mobilization | | | 0200 602C000 4.000 EACH| 310.00000 1240.00| 136.50000 546.00| Permanent Easement Marker | | | 0210 606A000 100.000 LF | 10.00000 1000.00| 17.19000 1719.00| 6" Underdrain Pipe | | | 0220 619A002 1.000 EACH| 785.00000 785.00| 577.50000 577.50| 18" Roadway Pipe End Treatment, Class 1 | | | 0230 621C015 5.000 EACH| 2000.00000 10000.00| 2887.50000 14437.50| Inlets, Type S1 Or S3 (1 Wing) | | | 0240 621D015 2.000 EACH| 375.00000 750.00| 525.00000 1050.00| Inlet Units, Type S1 Or S3 | | | 0250 623C000 2013.000 LF | 8.30000 16707.90| 8.14000 16385.82| Combination Curb & Gutter, Type C | | | 0260 650A000 938.000 CUYD| 9.50000 8911.00| 7.90000 7410.20| Topsoil | | | 0270 652A053 1.000 ACRE| 700.00000 700.00| 735.00000 735.00| Seeding (Mix 1E) | | | 0280 656A001 1.000 ACRE| 700.00000 700.00| 735.00000 735.00| Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020301049 COUNTIES : CALHOUN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 13022 |( 2 ) 01018 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0290 665F000 100.000 EACH| 13.25000 1325.00| 4.20000 420.00| Hay Bales | | | 0300 665J000 1960.000 LF | 2.35000 4606.00| 3.68000 7212.80| Silt Fence, Type A | | | 0310 680A000 LUMP| 5000.00000 5000.00| 4905.00000 4905.00| Engineering Controls | | | 0320 701A012 1.000 MILE| 300.00000 300.00| 315.00000 315.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0330 701A031 7.000 MILE| 980.00000 6860.00| 1029.00000 7203.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0340 701A035 7.000 MILE| 1050.00000 7350.00| 1102.50000 7717.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0350 701C003 6.000 MILE| 350.00000 2100.00| 367.50000 2205.00| Solid Temporary Traffic Stripe (Paint) | | | 0360 703A000 50.000 SQFT| 1.30000 65.00| 1.37000 68.50| Traffic Control Markings, Class 1, Type | | | A | | | 0370 703A002 120.000 SQFT| 3.00000 360.00| 3.15000 378.00| Traffic Control Markings, Class 2, Type | | | A | | | 0380 703D002 120.000 SQFT| 1.30000 156.00| 1.37000 164.40| Temporary Traffic Control Markings | | | (Paint) | | | 0390 705A037 25.000 EACH| 10.00000 250.00| 10.50000 262.50| Pavement Markers, Class A-H, Type 2-D | | | 0400 710A023 8.000 SQFT| 25.00000 200.00| 14.70000 117.60| Class 2A, Aluminum Laminated Sign | | | Panels (Type III Background) | | | 0410 710B001 12.000 LF | 11.00000 132.00| 4.72000 56.64| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0420 740B000 730.000 SQFT| 16.30000 11899.00| 6.82000 4978.60| Construction Signs | | | 0430 740F002 3.000 EACH| 300.00000 900.00| 168.00000 504.00| Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 049 -5 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020301049 COUNTIES : CALHOUN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 13022 |( 2 ) 01018 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0440 740I005 3.000 EACH| 275.00000 825.00| 152.25000 456.75| Warning Lights, Type B (Detachable Head | | | 0450 740O000 1.000 EACH| 1500.00000 1500.00| 2525.00000 2525.00| Pilot Car | | | SECTION TOTALS | $ 419,688.65| $ 451,042.83| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 419,688.65| $ 451,042.83| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20020301050 COUNTIES : CHAMBERS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-0933(101) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#1237 from S.R.#77 to C.R.1258 southeast of Abanda. Length - 7.239 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING CO., INC. $ 445,882.16 100.0000% 2 01018 APAC-ALABAMA, INC. $ 468,384.84 105.0468% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 479,145.70 107.4602% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020301050 COUNTIES : CHAMBERS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 05002 |( 2 ) 01018 |( 3 ) 04013 |EAST ALABAMA PAVING CO., IN |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 405A000 5098.000 GAL | 1.20000 6117.60| 0.70000 3568.60| 0.89000 4537.22 Tack Coat | | | 0020 424A341 6690.000 TON | 33.96000 227192.40| 34.50000 230805.00| 32.91000 220167.90 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A346 2761.000 TON | 22.16000 61183.76| 32.10000 88628.10| 35.22000 97242.42 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424C345 100.000 TON | 120.00000 12000.00| 50.00000 5000.00| 68.72000 6872.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424C351 1380.000 TON | 31.12000 42945.60| 33.50000 46230.00| 34.46000 47554.80 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 430B043 1577.000 TON | 0.00000 0.00| 20.00000 31540.00| 15.23000 24017.71 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0070 600A000 LUMP| 39545.00000 39545.00| 7500.00000 7500.00| 12791.29000 12791.29 Mobilization | | | 0080 630A000 100.000 LF | 21.00000 2100.00| 21.00000 2100.00| 23.54000 2354.00 Steel Beam Guardrail, Class A, Type 1 | | | 0090 630C070 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1569.20000 6276.80 Guardrail End Anchor, Type 10 Series | | | 0100 701A031 15.000 MILE| 950.00000 14250.00| 980.00000 14700.00| 1064.81000 15972.15 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0110 701A035 10.000 MILE| 1100.00000 11000.00| 1080.00000 10800.00| 1232.94000 12329.40 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 5.000 MILE| 850.00000 4250.00| 600.00000 3000.00| 952.73000 4763.65 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020301050 COUNTIES : CHAMBERS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 05002 |( 2 ) 01018 |( 3 ) 04013 |EAST ALABAMA PAVING CO., IN |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0130 701C000 10.000 MILE| 290.00000 2900.00| 320.00000 3200.00| 325.04000 3250.40 Broken Temporary Traffic Stripe | | | 0140 701C001 20.000 MILE| 380.00000 7600.00| 360.00000 7200.00| 425.93000 8518.60 Solid Temporary Traffic Stripe | | | 0150 703A002 300.000 SQFT| 2.40000 720.00| 3.00000 900.00| 2.69000 807.00 Traffic Control Markings, Class 2, Type | | | A | | | 0160 705A032 210.000 EACH| 5.20000 1092.00| 5.00000 1050.00| 5.82000 1222.20 Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 717.000 EACH| 5.40000 3871.80| 5.25000 3764.25| 6.05000 4337.85 Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 283.000 SQFT| 8.00000 2264.00| 8.83000 2498.89| 9.50000 2688.50 Construction Signs | | | 0190 740E000 50.000 EACH| 10.00000 500.00| 0.00000 0.00| 1.19000 59.50 Cones (36 Inches High) | | | 0200 740O000 1.000 EACH| 750.00000 750.00| 300.00000 300.00| 3382.31000 3382.31 Pilot Car | | | SECTION TOTALS | $ 445,882.16| $ 468,384.84| $ 479,145.70 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 445,882.16| $ 468,384.84| $ 479,145.70 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20020301051 COUNTIES : CLARKE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1304(200) for constructing the Resurfacing and Traffic Stripe on STPNU-1311( 200) C.R.#27 from south of Thomasville to the Thomasville city limits and on C.R.#44 from S.R.#69 at Campbell east for 3.018 miles. Length 7.447 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 803,607.82 100.0000% 2 19100 SOUTHWEST ALABAMA CONSTRUCTION, LLC $ 837,809.09 104.2560% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20020301051 COUNTIES : CLARKE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 23011 |( 2 ) 19100 |( ) |HOSEA O. WEAVER & SONS, INC |SOUTHWEST ALABAMA CONSTRUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 305A000 3000.000 CUYD| 7.42000 22260.00| 7.15000 21450.00| Borrow, Section 210, With a Minimum | | | Plastic | | | 0020 401B108 70770.000 SQYD| 0.84000 59446.80| 0.67000 47415.90| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 3475.000 GAL | 1.18000 4100.50| 0.65000 2258.75| Tack Coat | | | 0040 429A200 5545.000 TON | 33.68000 186755.60| 37.89000 210100.05| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 625.000 TON | 50.88000 31800.00| 39.75000 24843.75| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B201 11050.000 TON | 32.27000 356583.50| 36.49000 403214.50| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0070 429C204 201.000 TON | 120.87000 24294.87| 72.75000 14622.75| Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0080 429C211 620.000 TON | 35.35000 21917.00| 36.65000 22723.00| Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0090 600A000 LUMP| 39186.00000 39186.00| 42220.89000 42220.89| Mobilization | | | 0100 630A000 125.000 LF | 16.21000 2026.25| 15.00000 1875.00| Steel Beam Guardrail, Class A, Type 1 | | | 0110 630C070 4.000 EACH| 1593.41000 6373.64| 1400.00000 5600.00| Guardrail End Anchor, Type 10 Series | | | 0120 652A061 19.000 ACRE| 494.51000 9395.69| 465.00000 8835.00| Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20020301051 COUNTIES : CLARKE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 23011 |( 2 ) 19100 |( ) |HOSEA O. WEAVER & SONS, INC |SOUTHWEST ALABAMA CONSTRUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0130 656A000 19.000 ACRE| 494.51000 9395.69| 455.00000 8645.00| Mulching, Class A, Type 1 | | | 0140 701A004 16.000 MILE| 384.62000 6153.92| 350.00000 5600.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0150 701A008 4.000 MILE| 318.68000 1274.72| 290.00000 1160.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0160 701A012 11.000 MILE| 384.62000 4230.82| 350.00000 3850.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0170 701C000 9.000 MILE| 219.78000 1978.02| 350.00000 3150.00| Broken Temporary Traffic Stripe | | | 0180 701C001 28.000 MILE| 274.73000 7692.44| 225.00000 6300.00| Solid Temporary Traffic Stripe | | | 0190 703A000 22.000 SQFT| 3.85000 84.70| 6.00000 132.00| Traffic Control Markings, Class 1, Type | | | A | | | 0200 740B000 350.000 SQFT| 10.80000 3780.00| 9.50000 3325.00| Construction Signs | | | 0210 740E000 25.000 EACH| 12.58000 314.50| 9.50000 237.50| Cones (36 Inches High) | | | 0220 740O000 1.000 EACH| 4563.16000 4563.16| 250.00000 250.00| Pilot Car | | | SECTION TOTALS | $ 803,607.82| $ 837,809.09| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 803,607.82| $ 837,809.09| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20020301052 COUNTIES : CLEBURNE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1508(201) for constructing the Resurfacing and Traffic Stripe on C.R.#19 from C.R.#5 north of Micaville to C.R.#53. Length - 6.598 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 655,153.51 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 681,361.00 104.0002% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20020301052 COUNTIES : CLEBURNE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 206C010 5.000 SQYD| 441.00000 2205.00| 45.00000 225.00| Removing Concrete Driveway | | | 0020 206D001 275.000 LF | 2.04000 561.00| 1.00000 275.00| Removing Guardrail | | | 0030 206E008 12.000 EACH| 89.25000 1071.00| 87.50000 1050.00| Removing Guardrail End Anchor (All Type | | | 0040 401B108 85175.000 SQYD| 0.61000 51956.75| 0.54000 45994.50| Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 3000.000 GAL | 0.00000 0.00| 1.25000 3750.00| Tack Coat | | | 0060 408A052 1400.000 SQYD| 7.86000 11004.00| 4.55000 6370.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 429A200 4940.000 TON | 31.68000 156499.20| 33.00000 163020.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 429A206 300.000 TON | 39.21000 11763.00| 33.00000 9900.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0090 429B200 7175.000 TON | 30.79000 220918.25| 29.00000 208075.00| Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0100 429B204 300.000 TON | 59.39000 17817.00| 65.00000 19500.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429C211 2060.000 TON | 30.47000 62768.20| 30.00000 61800.00| Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0120 430B043 1800.000 TON | 17.99000 32382.00| 16.40000 29520.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20020301052 COUNTIES : CLEBURNE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0130 600A000 LUMP| 2755.00000 2755.00| 47000.00000 47000.00| Mobilization | | | 0140 630A001 249.000 LF | 19.89000 4952.61| 19.50000 4855.50| Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C004 4.000 EACH| 1836.00000 7344.00| 1800.00000 7200.00| Guardrail End Anchor, Type 12 | | | 0160 630C050 12.000 EACH| 1428.00000 17136.00| 1400.00000 16800.00| Guardrail End Anchor, Type 20 Series | | | 0170 701A031 13.000 MILE| 999.60000 12994.80| 980.00000 12740.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701A035 12.000 MILE| 1111.80000 13341.60| 1090.00000 13080.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701A045 1.000 MILE| 632.40000 632.40| 620.00000 620.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C000 3.000 MILE| 326.40000 979.20| 320.00000 960.00| Broken Temporary Traffic Stripe | | | 0210 701C001 36.000 MILE| 367.20000 13219.20| 360.00000 12960.00| Solid Temporary Traffic Stripe | | | 0220 703A002 125.000 SQFT| 2.04000 255.00| 2.00000 250.00| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D002 25.000 SQFT| 1.32000 33.00| 1.30000 32.50| Temporary Traffic Control Markings | | | (Paint) | | | 0240 705A032 75.000 EACH| 5.10000 382.50| 5.00000 375.00| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 830.000 EACH| 5.35000 4440.50| 5.25000 4357.50| Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 651.000 SQFT| 7.30000 4752.30| 11.00000 7161.00| Construction Signs | | | 0270 740E000 25.000 EACH| 1.00000 25.00| 1.00000 25.00| Cones (36 Inches High) | | | 0280 740O000 1.000 EACH| 2965.00000 2965.00| 3465.00000 3465.00| Pilot Car | | | SECTION TOTALS | $ 655,153.51| $ 681,361.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 655,153.51| $ 681,361.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20020301054 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 240 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-1608(200) for constructing the Bridge Replacement and Approaches on S.R.#134 at the Pea River east of Alberton. Length 1.135 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 3,530,085.80 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 3,641,538.44 103.1572% 3 13021 MURPHREE BRIDGE CORPORATION $ 3,667,583.74 103.8950% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20020301054 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 13021 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 49000.00000 49000.00| 155000.00000 155000.00| 50000.00000 50000.00 Clearing & Grubbing (Approximately 20 | | | Acres) | | | 0020 206A000 LUMP| 50000.00000 50000.00| 60000.00000 60000.00| 70000.00000 70000.00 Removal Of Old Bridge, Station STA. | | | 121+32.46 | | | 0030 206C010 55.000 SQYD| 7.00000 385.00| 9.00000 495.00| 9.00000 495.00 Removing Concrete Driveway | | | 0040 206D000 176.000 LF | 6.25000 1100.00| 12.00000 2112.00| 12.00000 2112.00 Removing Pipe | | | 0050 206E000 12.000 EACH| 100.00000 1200.00| 125.00000 1500.00| 125.00000 1500.00 Removing Headwalls | | | 0060 210A000 18966.000 CUYD| 2.25000 42673.50| 1.65000 31293.90| 1.65000 31293.90 Unclassified Excavation | | | 0070 210D011 108571.000 CUYD| 3.50000 379998.50| 3.10000 336570.10| 3.10000 336570.10 Borrow Excavation (A-4 or Better) | | | 0080 214A000 41.000 CUYD| 20.00000 820.00| 8.00000 328.00| 8.00000 328.00 Structure Excavation | | | 0090 214B000 25.000 CUYD| 16.00000 400.00| 15.00000 375.00| 15.00000 375.00 Foundation Backfill, Local | | | 0100 230A000 37.000 RBST| 250.00000 9250.00| 145.00000 5365.00| 145.00000 5365.00 Roadbed Processing | | | 0110 301A222 15598.000 SQYD| 5.60000 87348.80| 4.65000 72530.70| 4.65000 72530.70 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0120 401A000 9990.000 SQYD| 0.35000 3496.50| 0.50000 4995.00| 0.35000 3496.50 Bituminous Treatment A | | | 0130 405A000 415.000 GAL | 3.00000 1245.00| 1.11000 460.65| 3.00000 1245.00 Tack Coat | | | 0140 424A361 1138.000 TON | 38.50000 43813.00| 35.00000 39830.00| 38.50000 43813.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A364 50.000 TON | 75.00000 3750.00| 55.00000 2750.00| 75.00000 3750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20020301054 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 13021 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0160 424A366 500.000 TON | 34.40000 17200.00| 42.00000 21000.00| 34.40000 17200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B651 2102.000 TON | 36.00000 75672.00| 34.00000 71468.00| 36.00000 75672.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 430B000 50.000 TON | 24.00000 1200.00| 25.00000 1250.00| 25.00000 1250.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0190 450B000 216.000 SQYD| 65.00000 14040.00| 65.00000 14040.00| 100.00000 21600.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 502A000 233720.000 LB | 0.50000 116860.00| 0.40000 93488.00| 0.40000 93488.00 Steel Reinforcement | | | 0210 502B000 LUMP| 73000.00000 73000.00| 62750.00000 62750.00| 60350.00000 60350.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 109+67, AppROX. | | | 156900 LBS. | | | 0220 502B001 LUMP| 60000.00000 60000.00| 50500.00000 50500.00| 48600.00000 48600.00 Steel Reinforcement For Bridge | | | Superstructure STA. 121+30 Approx. | | | 126400 LBS. | | | 0230 505A002 6.000 EACH| 2100.00000 12600.00| 3000.00000 18000.00| 1500.00000 9000.00 Steel Test Piles (HP 12x53) | | | 0240 505B057 6.000 EACH| 1500.00000 9000.00| 1500.00000 9000.00| 1750.00000 10500.00 Static Loading Tests (HP 12x53) | | | 0250 505B087 6.000 EACH| 1500.00000 9000.00| 400.00000 2400.00| 1.00000 6.00 Dynamic Loading Tests (HP 12x53) | | | 0260 505M002 6724.000 LF | 21.00000 141204.00| 23.00000 154652.00| 22.00000 147928.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0270 506A007 423.000 LF | 636.00000 269028.00| 600.00000 253800.00| 638.30000 270000.90 Drilled Shaft Excavation, 8'-0" Diamete | | | 0280 506C030 423.000 LF | 106.00000 44838.00| 300.00000 126900.00| 106.38000 44998.74 Drilled Shaft Construction, 8'-0" | | | Diameter, Class DS2 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 054 -4 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20020301054 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 13021 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0290 506G010 4.000 EACH| 5830.00000 23320.00| 1750.00000 7000.00| 5851.06000 23404.24 Crosshole Sonic Logging, 8'-0" Diameter | | | 0300 508A000 28145.000 LB | 3.00000 84435.00| 2.25000 63326.25| 2.70000 75991.50 Structural Steel | | | 0310 510A000 522.000 CUYD| 275.00000 143550.00| 380.00000 198360.00| 635.00000 331470.00 Bridge Substructure Concrete, Class A | | | 0320 510C051 LUMP| 268000.00000 268000.00| 232500.00000 232500.00| 364500.00000 364500.00 Bridge Concrete Superstructure, Sta. | | | 109+67, Approx. 636 Cu. Yds. | | | 0330 510C052 LUMP| 266000.00000 266000.00| 239000.00000 239000.00| 349500.00000 349500.00 Bridge Concrete Superstructure, STA. | | | 121+30, Approx. 646 Cu. Yds. | | | 0340 510E000 3980.000 SQYD| 3.00000 11940.00| 1.68000 6686.40| 1.66000 6606.80 Grooving Concrete Bridge Decks | | | 0350 511A001 196.000 EACH| 150.00000 29400.00| 72.00000 14112.00| 55.00000 10780.00 Elastomeric Bearings, Type 2 | | | 0360 513B003 3429.000 LF | 50.00000 171450.00| 55.00000 188595.00| 50.00000 171450.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0370 513B017 2807.000 LF | 125.00000 350875.00| 120.00000 336840.00| 105.00000 294735.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0380 530A601 82.000 LF | 21.00000 1722.00| 26.00000 2132.00| 26.00000 2132.00 18" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0390 535A001 333.000 LF | 21.00000 6993.00| 22.00000 7326.00| 22.00000 7326.00 18" Side Drain Pipe | | | 0400 600A000 LUMP| 270000.00000 270000.00| 325000.00000 325000.00| 191420.21000 191420.21 Mobilization | | | 0410 601A000 1.000 EACH| 5000.00000 5000.00| 6000.00000 6000.00| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0420 602A000 10.000 EACH| 110.00000 1100.00| 70.00000 700.00| 70.00000 700.00 Right Of Way Markers | | | 0430 606A000 500.000 LF | 7.00000 3500.00| 6.00000 3000.00| 6.00000 3000.00 6" Underdrain Pipe | | | 0440 610C001 4427.000 TON | 24.00000 106248.00| 28.00000 123956.00| 27.50000 121742.50 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 054 -5 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20020301054 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 13021 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0450 610D003 2604.000 SQYD| 2.00000 5208.00| 3.00000 7812.00| 2.00000 5208.00 Filter Blanket, Geotextile | | | 0460 618B000 55.000 SQYD| 23.00000 1265.00| 16.50000 907.50| 26.50000 1457.50 Concrete Driveway, 4" Thick | | | 0470 619A101 10.000 EACH| 550.00000 5500.00| 375.00000 3750.00| 500.00000 5000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0480 630A000 1986.000 LF | 10.00000 19860.00| 10.00000 19860.00| 10.00000 19860.00 Steel Beam Guardrail, Class A, Type 1 | | | 0490 630C003 8.000 EACH| 900.00000 7200.00| 900.00000 7200.00| 900.00000 7200.00 Guardrail End Anchor, Type 13 | | | 0500 630C050 4.000 EACH| 1450.00000 5800.00| 1450.00000 5800.00| 1450.00000 5800.00 Guardrail End Anchor, Type 20 Series | | | 0510 635A001 6262.000 LF | 5.00000 31310.00| 3.25000 20351.50| 3.25000 20351.50 Woven Wire Fence (Metal Post) | | | 0520 636A000 1257.000 LF | 2.50000 3142.50| 2.75000 3456.75| 2.75000 3456.75 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0530 650B000 4115.000 CUYD| 3.50000 14402.50| 5.25000 21603.75| 5.25000 21603.75 Topsoil From Stockpiles | | | 0540 651B000 23.000 TON | 26.00000 598.00| 25.00000 575.00| 26.00000 598.00 Agricultural Limestone | | | 0550 651C000 2.000 TON | 160.00000 320.00| 225.00000 450.00| 160.00000 320.00 8-8-8 Commercial Fertilizer | | | 0560 652A061 12.000 ACRE| 370.00000 4440.00| 445.00000 5340.00| 370.00000 4440.00 Seeding (Mix 3E) | | | 0570 656A000 11.000 ACRE| 360.00000 3960.00| 435.00000 4785.00| 360.00000 3960.00 Mulching, Class A, Type 1 | | | 0580 656A001 1.000 ACRE| 525.00000 525.00| 435.00000 435.00| 525.00000 525.00 Mulching, Class A, Type 2 | | | 0590 659A000 200.000 SQYD| 1.50000 300.00| 2.00000 400.00| 1.50000 300.00 Erosion Control Netting, Class A | | | 0600 665A000 6.000 ACRE| 240.00000 1440.00| 300.00000 1800.00| 240.00000 1440.00 Temporary Seeding | | | 0610 665B000 6.000 ACRE| 250.00000 1500.00| 350.00000 2100.00| 250.00000 1500.00 Temporary Mulching | | | 0620 665C001 100.000 LF | 21.00000 2100.00| 22.00000 2200.00| 22.00000 2200.00 18" Temporary Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 054 -6 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20020301054 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 13021 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0630 665F000 500.000 EACH| 4.00000 2000.00| 4.00000 2000.00| 4.50000 2250.00 Hay Bales | | | 0640 665G000 500.000 EACH| 2.00000 1000.00| 3.00000 1500.00| 3.25000 1625.00 Sand Bags | | | 0650 665I000 50.000 TON | 50.00000 2500.00| 27.00000 1350.00| 27.00000 1350.00 Temporary Riprap, Class 2 | | | 0660 665J000 3000.000 LF | 3.30000 9900.00| 3.50000 10500.00| 3.30000 9900.00 Silt Fence, Type A | | | 0670 665K000 100.000 CUYD| 12.00000 1200.00| 12.00000 1200.00| 15.00000 1500.00 Drainage Sump Excavation | | | 0680 680A000 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 13600.00000 13600.00 Engineering Controls | | | 0690 701A028 3.000 MILE| 1140.00000 3420.00| 1140.00000 3420.00| 1140.00000 3420.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0700 701A048 3.000 MILE| 1450.00000 4350.00| 1450.00000 4350.00| 1450.00000 4350.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0710 701C003 6.000 MILE| 280.00000 1680.00| 280.00000 1680.00| 280.00000 1680.00 Solid Temporary Traffic Stripe (Paint) | | | 0720 701D007 1.000 MILE| 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 Solid Traffic Stripe Removed (Paint) | | | 0730 701G125 1800.000 LF | 3.02000 5436.00| 3.02000 5436.00| 3.02000 5436.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0740 701G133 1800.000 LF | 3.20000 5760.00| 3.20000 5760.00| 3.20000 5760.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0750 705A037 128.000 EACH| 4.50000 576.00| 4.50000 576.00| 4.50000 576.00 Pavement Markers, Class A-H, Type 2-D | | | 0760 726A000 4000.000 LF | 15.00000 60000.00| 23.75000 95000.00| 23.75000 95000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0770 740B000 417.000 SQFT| 7.50000 3127.50| 7.42000 3094.14| 7.45000 3106.65 Construction Signs | | | 0780 740D000 400.000 EACH| 60.00000 24000.00| 53.00000 21200.00| 53.19000 21276.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 054 -7 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20020301054 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 13021 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0790 740E000 50.000 EACH| 30.00000 1500.00| 15.00000 750.00| 12.77000 638.50 Cones (36 Inches High) | | | 0800 740F002 8.000 EACH| 220.00000 1760.00| 159.60000 1276.80| 159.57000 1276.56 Barricades, Type III | | | 0810 740I005 4.000 EACH| 550.00000 2200.00| 583.00000 2332.00| 585.11000 2340.44 Warning Lights, Type B (Detachable Head | | | 0820 740M001 50.000 EACH| 11.00000 550.00| 6.00000 300.00| 9.04000 452.00 Ballast For Cone | | | 0830 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,530,085.80| $ 3,641,538.44| $ 3,667,583.74 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 3,530,085.80| $ 3,641,538.44| $ 3,667,583.74 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20020301055 COUNTIES : FRANKLIN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-3028(200) for constructing the Resurfacing and Traffic Stripe on STPNU-3024(200) C.R.#90 from Caney Branch to S.R.#247 near White Oak and on C.R.#49 from C.R.#84 to the Colbert County Line near Frankfort. Length - 4.361 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 347,054.27 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 364,679.10 105.0784% 3 18031 ROGERS GROUP, INC. $ 383,756.50 110.5754% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20020301055 COUNTIES : FRANKLIN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 19074 |( 3 ) 18031 |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 305B060 1864.000 TON | 17.03000 31743.92| 16.00000 29824.00| 12.75000 23766.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 3100.000 GAL | 1.36000 4216.00| 1.05000 3255.00| 2.00000 6200.00 Tack Coat | | | 0030 429A200 3035.000 TON | 33.47000 101581.45| 33.50000 101672.50| 37.00000 112295.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 200.000 TON | 36.32000 7264.00| 37.50000 7500.00| 49.00000 9800.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429B201 4974.000 TON | 26.98000 134198.52| 26.00000 129324.00| 31.00000 154194.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0060 429B207 300.000 TON | 31.43000 9429.00| 36.00000 10800.00| 41.00000 12300.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429C200 816.000 TON | 28.96000 23631.36| 31.00000 25296.00| 28.00000 22848.00 Improved Bituminous Concrete Base Layer | | | 1" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0080 600A000 LUMP| 1876.92000 1876.92| 17500.00000 17500.00| 4216.00000 4216.00 Mobilization | | | 0090 701A031 9.000 MILE| 958.80000 8629.20| 1081.00000 9729.00| 940.00000 8460.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 8.000 MILE| 1071.00000 8568.00| 1207.50000 9660.00| 1050.00000 8400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 1.000 MILE| 612.00000 612.00| 690.00000 690.00| 600.00000 600.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20020301055 COUNTIES : FRANKLIN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 19074 |( 3 ) 18031 |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0120 701C002 2.000 MILE| 346.80000 693.60| 391.00000 782.00| 340.00000 680.00 Broken Temporary Traffic Stripe (Paint) | | | 0130 701C003 16.000 MILE| 387.60000 6201.60| 437.00000 6992.00| 380.00000 6080.00 Solid Temporary Traffic Stripe (Paint) | | | 0140 705A032 178.000 EACH| 5.10000 907.80| 5.75000 1023.50| 5.00000 890.00 Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 762.000 EACH| 5.36000 4084.32| 6.04000 4602.48| 5.25000 4000.50 Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 346.000 SQFT| 7.23000 2501.58| 11.97000 4141.62| 24.50000 8477.00 Construction Signs | | | 0170 740E000 100.000 EACH| 5.61000 561.00| 11.39000 1139.00| 3.25000 325.00 Cones (36 Inches High) | | | 0180 740M001 100.000 EACH| 3.54000 354.00| 7.48000 748.00| 2.25000 225.00 Ballast For Cone | | | SECTION TOTALS | $ 347,054.27| $ 364,679.10| $ 383,756.50 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 347,054.27| $ 364,679.10| $ 383,756.50 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20020301056 COUNTIES : GENEVA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3100(202) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#69 from the north city limits of Hartford to C.R.#85. Length - 4.181 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 263,363.45 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 287,845.99 109.2961% 3 02032 BULLARD EXCAVATING, INC. $ 309,909.38 117.6736% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020301056 COUNTIES : GENEVA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 206C010 25.000 SQYD| 16.91000 422.75| 25.00000 625.00| 25.00000 625.00 Removing Concrete Driveway | | | 0020 209A000 12.000 EACH| 74.71000 896.52| 100.00000 1200.00| 50.00000 600.00 Mailbox Reset, Single | | | 0030 210D020 2474.000 CUYD| 5.89000 14571.86| 6.50000 16081.00| 4.50000 11133.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0040 405A000 1456.000 GAL | 2.61000 3800.16| 1.85000 2693.60| 1.50000 2184.00 Tack Coat | | | 0050 429A201 3822.000 TON | 30.42000 116265.24| 32.64000 124750.08| 37.05000 141605.10 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A206 1225.000 TON | 31.18000 38195.50| 34.00000 41650.00| 39.67000 48595.75 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 429B212 1183.000 TON | 29.16000 34496.28| 37.25000 44066.75| 38.91000 46030.53 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 502A000 317.000 LB | 1.00000 317.00| 2.00000 634.00| 1.50000 475.50 Steel Reinforcement | | | 0090 524B011 5.000 CUYD| 1250.00000 6250.00| 1200.00000 6000.00| 1000.00000 5000.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0100 600A000 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 9500.00000 9500.00 Mobilization | | | 0110 630A000 200.000 LF | 16.00000 3200.00| 16.00000 3200.00| 16.00000 3200.00 Steel Beam Guardrail, Class A, Type 1 | | | 0120 630C070 8.000 EACH| 1450.00000 11600.00| 1450.00000 11600.00| 1450.00000 11600.00 Guardrail End Anchor, Type 10 Series | | | 0130 652A061 7.000 ACRE| 360.00000 2520.00| 376.20000 2633.40| 380.00000 2660.00 Seeding (Mix 3E) | | | 0140 656A000 7.000 ACRE| 350.00000 2450.00| 356.40000 2494.80| 360.00000 2520.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020301056 COUNTIES : GENEVA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 665F000 242.000 EACH| 4.00000 968.00| 3.00000 726.00| 4.50000 1089.00 Hay Bales | | | 0160 665J000 724.000 LF | 3.30000 2389.20| 3.50000 2534.00| 3.30000 2389.20 Silt Fence, Type A | | | 0170 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Engineering Controls | | | 0180 701A030 9.000 MILE| 580.00000 5220.00| 577.10000 5193.90| 580.00000 5220.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0190 701A034 6.000 MILE| 580.00000 3480.00| 577.10000 3462.60| 580.00000 3480.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0200 701A044 3.000 MILE| 280.00000 840.00| 278.60000 835.80| 280.00000 840.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0210 701C000 3.000 MILE| 260.00000 780.00| 258.70000 776.10| 260.00000 780.00 Broken Temporary Traffic Stripe | | | 0220 701C001 6.000 MILE| 280.00000 1680.00| 278.60000 1671.60| 280.00000 1680.00 Solid Temporary Traffic Stripe | | | 0230 703A004 28.000 SQFT| 2.00000 56.00| 1.99000 55.72| 2.00000 56.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0240 705A032 144.000 EACH| 4.50000 648.00| 4.48000 645.12| 4.50000 648.00 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 389.000 EACH| 4.70000 1828.30| 4.68000 1820.52| 4.70000 1828.30 Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 596.000 SQFT| 7.09000 4225.64| 11.00000 6556.00| 7.50000 4470.00 Construction Signs | | | 0270 740E000 20.000 EACH| 5.57000 111.40| 8.00000 160.00| 5.00000 100.00 Cones (36 Inches High) | | | 0280 740M001 20.000 EACH| 7.58000 151.60| 4.00000 80.00| 5.00000 100.00 Ballast For Cone | | | 0290 740O000 1.000 EACH| 1500.00000 1500.00| 1200.00000 1200.00| 500.00000 500.00 Pilot Car | | | SECTION TOTALS | $ 263,363.45| $ 287,845.99| $ 309,909.38 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 263,363.45| $ 287,845.99| $ 309,909.38 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20020301057 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-3201(200) for constructing the Resurfacing and Traffic Stripe on C.R.#20 from S.R.#13 (U.S.#43) in Forkland to Five Points. Length 9.763 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,054,394.29 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20020301057 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 206E019 4.000 EACH| 90.00000 360.00| | Removing Guardrail End Anchor (Type 10) | | | 0020 210D000 1901.000 CUYD| 10.50000 19960.50| | Borrow Excavation | | | 0030 405A000 7540.000 GAL | 1.00000 7540.00| | Tack Coat | | | 0040 424A340 6924.000 TON | 43.07000 298216.68| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 1000.000 TON | 47.00000 47000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B636 12559.000 TON | 38.29000 480884.11| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0070 424B640 200.000 TON | 60.00000 12000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424B647 1255.000 TON | 46.00000 57730.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 600A000 LUMP| 38300.00000 38300.00| | Mobilization | | | 0100 630A001 676.000 LF | 19.50000 13182.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 24.000 EACH| 1450.00000 34800.00| | Guardrail End Anchor, Type 20 Series | | | 0120 665F000 500.000 EACH| 5.00000 2500.00| | Hay Bales | | | 0130 665J000 2500.000 LF | 5.00000 12500.00| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20020301057 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 701A004 20.000 MILE| 320.00000 6400.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0150 701A008 6.000 MILE| 180.00000 1080.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0160 701A012 10.000 MILE| 310.00000 3100.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0170 701C000 12.000 MILE| 320.00000 3840.00| | Broken Temporary Traffic Stripe | | | 0180 701C001 20.000 MILE| 340.00000 6800.00| | Solid Temporary Traffic Stripe | | | 0190 705A032 300.000 EACH| 5.00000 1500.00| | Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 460.000 EACH| 5.25000 2415.00| | Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 299.000 SQFT| 14.00000 4186.00| | Construction Signs | | | 0220 740E000 50.000 EACH| 1.00000 50.00| | Cones (36 Inches High) | | | 0230 740M001 50.000 EACH| 1.00000 50.00| | Ballast For Cone | | | SECTION TOTALS | $ 1,054,394.29| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 1,054,394.29| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20020301058 COUNTIES : MONTGOMERY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-5103(200) for constructing the Widening, Resurfacing and Traffic STPNU-5100(201) Stripe on C.R.#39 from Mt. Zion Road to the Montgomery city limits and on C.R.#23 from C.R.#24 to U.S.#331 near Snowdoun. Length - 9.703 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 523,431.19 100.0000% 2 01018 APAC-ALABAMA, INC. $ 525,877.66 100.4674% 3 01023 ASPHALT CONTRACTORS, INC. $ 620,253.65 118.4976% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020301058 COUNTIES : MONTGOMERY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( 3 ) 01023 |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 405A000 7456.000 GAL | 1.64000 12227.84| 0.66000 4920.96| 0.65000 4846.40 Tack Coat | | | 0020 408A057 546.000 SQYD| 5.00000 2730.00| 13.75000 7507.50| 10.60000 5787.60 Planing Existing Pavement | | | (Approximately 6.10" Thru 7.0" Thick) | | | 0030 424A341 9785.000 TON | 25.15000 246092.75| 24.98000 244429.30| 26.90000 263216.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A346 7176.000 TON | 25.25000 181194.00| 26.40000 189446.40| 30.20000 216715.20 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B648 2119.000 TON | 24.35000 51597.65| 25.25000 53504.75| 31.30000 66324.70 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0060 600A000 LUMP| 6500.00000 6500.00| 7300.00000 7300.00| 39200.00000 39200.00 Mobilization | | | 0070 701C000 16.000 MILE| 320.00000 5120.00| 320.00000 5120.00| 320.00000 5120.00 Broken Temporary Traffic Stripe | | | 0080 701C001 33.000 MILE| 340.00000 11220.00| 340.00000 11220.00| 340.00000 11220.00 Solid Temporary Traffic Stripe | | | 0090 740B000 381.000 SQFT| 7.95000 3028.95| 3.75000 1428.75| 8.25000 3143.25 Construction Signs | | | 0100 740E000 120.000 EACH| 7.00000 840.00| 0.00000 0.00| 12.00000 1440.00 Cones (36 Inches High) | | | 0110 740M001 120.000 EACH| 4.00000 480.00| 0.00000 0.00| 7.00000 840.00 Ballast For Cone | | | 0120 740O000 2.000 EACH| 1200.00000 2400.00| 500.00000 1000.00| 1200.00000 2400.00 Pilot Car | | | SECTION TOTALS | $ 523,431.19| $ 525,877.66| $ 620,253.65 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 523,431.19| $ 525,877.66| $ 620,253.65 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20020301059 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-5200(15) for constructing the Resurfacing and Traffic Stripe on North Seneca Drive from John Johnson Road to S.R.#20 in Trinity. Length 2.445 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 81,552.00 100.0000% 2 01018 APAC-ALABAMA, INC. $ 94,065.98 115.3448% 3 18031 ROGERS GROUP, INC. $ 114,035.00 139.8310% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20020301059 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 18031 |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 405A000 3500.000 GAL | 0.10000 350.00| 1.36000 4760.00| 1.50000 5250.00 Tack Coat | | | 0020 424A340 2000.000 TON | 30.23000 60460.00| 33.42000 66840.00| 39.50000 79000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A346 100.000 TON | 30.34000 3034.00| 40.00000 4000.00| 50.00000 5000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424B640 100.000 TON | 28.98000 2898.00| 41.03000 4103.00| 50.00000 5000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 600A000 LUMP| 4000.00000 4000.00| 2745.78000 2745.78| 3630.00000 3630.00 Mobilization | | | 0060 701A030 5.000 MILE| 625.00000 3125.00| 637.50000 3187.50| 650.00000 3250.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0070 701A035 4.000 MILE| 1090.00000 4360.00| 1111.80000 4447.20| 1250.00000 5000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701A045 3.000 MILE| 525.00000 1575.00| 535.50000 1606.50| 700.00000 2100.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 740B000 250.000 SQFT| 7.00000 1750.00| 7.14000 1785.00| 19.22000 4805.00 Construction Signs | | | 0100 740E000 100.000 EACH| 0.00000 0.00| 5.61000 561.00| 6.00000 600.00 Cones (36 Inches High) | | | 0110 740M001 100.000 EACH| 0.00000 0.00| 0.30000 30.00| 4.00000 400.00 Ballast For Cone | | | SECTION TOTALS | $ 81,552.00| $ 94,065.98| $ 114,035.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 81,552.00| $ 94,065.98| $ 114,035.00 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20020301060 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-5219(201) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#1123 (Thompson Road) at Cedar Creek east of Hartselle. Length 0.152 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 352,189.90 100.0000% 2 02088 B & B ENGINEERING & DESIGN $ 354,187.00 100.5671% 3 02035 BURGREEN CONTRACTING COMPANY, INC. $ 385,960.50 109.5887% 4 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 387,065.66 109.9025% 5 19007 SCOTT BRIDGE COMPANY, INC. $ 451,959.90 128.3285% 6 23071 WARRIOR CONSTRUCTORS, INC. $ 465,145.55 132.0724% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020301060 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 13004 |( 2 ) 02088 |( 3 ) 02035 |MILLER & MILLER, INC. |B & B ENGINEERING & DESIGN |BURGREEN CONTRACTING CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 7500.00000 7500.00| 8000.00000 8000.00| 7500.00000 7500.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 7500.00000 7500.00| 21000.00000 21000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 3+61.73 | | | 0030 206A001 LUMP| 7000.00000 7000.00| 21000.00000 21000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 4+35.19 | | | 0040 210A000 383.000 CUYD| 9.00000 3447.00| 4.00000 1532.00| 6.00000 2298.00 Unclassified Excavation | | | 0050 210D001 607.000 CUYD| 12.00000 7284.00| 11.50000 6980.50| 10.00000 6070.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 230A000 8.000 RBST| 250.00000 2000.00| 500.00000 4000.00| 200.00000 1600.00 Roadbed Processing | | | 0070 301E008 603.000 TON | 14.50000 8743.50| 25.00000 15075.00| 12.50000 7537.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0080 401B107 1912.000 SQYD| 3.00000 5736.00| 5.00000 9560.00| 4.00000 7648.00 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0090 405A000 100.000 GAL | 2.00000 200.00| 3.00000 300.00| 2.00000 200.00 Tack Coat | | | 0100 429A201 138.000 TON | 42.20000 5823.60| 63.00000 8694.00| 59.00000 8142.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 202.000 TON | 38.40000 7756.80| 50.00000 10100.00| 40.00000 8080.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 430B014 193.000 TON | 15.00000 2895.00| 28.00000 5404.00| 14.00000 2702.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0130 502A000 36.000 LB | 8.50000 306.00| 1.00000 36.00| 10.00000 360.00 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 060 -3 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020301060 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 13004 |( 2 ) 02088 |( 3 ) 02035 |MILLER & MILLER, INC. |B & B ENGINEERING & DESIGN |BURGREEN CONTRACTING CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 505G003 29.000 EACH| 58.00000 1682.00| 100.00000 2900.00| 100.00000 2900.00 Pile Points (Type A, 12") | | | 0150 505H000 183.000 LF | 50.00000 9150.00| 1.00000 183.00| 100.00000 18300.00 Pilot Holes | | | 0160 505M002 554.000 LF | 28.00000 15512.00| 12.00000 6648.00| 32.00000 17728.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0170 505M008 375.000 LF | 32.00000 12000.00| 16.50000 6187.50| 40.00000 15000.00 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0180 507A000 2.000 EACH| 1600.00000 3200.00| 1800.00000 3600.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0190 510A000 26.000 CUYD| 500.00000 13000.00| 350.00000 9100.00| 400.00000 10400.00 Bridge Substructure Concrete, Class A | | | 0200 511A000 52.000 EACH| 50.00000 2600.00| 50.00000 2600.00| 75.00000 3900.00 Elastomeric Bearings, Type 1 | | | 0210 512A013 4.000 EACH| 3100.00000 12400.00| 2800.00000 11200.00| 2500.00000 10000.00 Precast Concrete Abutment Caps, 2' x | | | 1'-8 29/64" x 20' (Modified) | | | 0220 512B017 4.000 EACH| 2900.00000 11600.00| 2600.00000 10400.00| 2500.00000 10000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" wide x 1'-8 1/2" deep x | | | 0230 512C017 24.000 EACH| 3950.00000 94800.00| 3300.00000 79200.00| 3500.00000 84000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0240 512C025 6.000 EACH| 4000.00000 24000.00| 3500.00000 21000.00| 4000.00000 24000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0250 512D025 2.000 EACH| 2800.00000 5600.00| 2600.00000 5200.00| 4000.00000 8000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0260 512D030 4.000 EACH| 3300.00000 13200.00| 3000.00000 12000.00| 4000.00000 16000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0270 512E001 8.000 EACH| 300.00000 2400.00| 300.00000 2400.00| 300.00000 2400.00 Precast Concrete Abutment Panels, Type | | | A2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 060 -4 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020301060 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 13004 |( 2 ) 02088 |( 3 ) 02035 |MILLER & MILLER, INC. |B & B ENGINEERING & DESIGN |BURGREEN CONTRACTING CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0280 512E002 8.000 EACH| 350.00000 2800.00| 350.00000 2800.00| 350.00000 2800.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0290 512E004 4.000 EACH| 425.00000 1700.00| 300.00000 1200.00| 330.00000 1320.00 Precast Concrete Abutment Panels, Type | | | AA2 | | | 0300 512E005 4.000 EACH| 400.00000 1600.00| 350.00000 1400.00| 360.00000 1440.00 Precast Concrete Abutment Panels, Type | | | AA3 | | | 0310 512F001 4.000 EACH| 525.00000 2100.00| 450.00000 1800.00| 475.00000 1900.00 Precast Concrete Wing Panels, Type W2 | | | 0320 512F002 4.000 EACH| 650.00000 2600.00| 550.00000 2200.00| 600.00000 2400.00 Precast Concrete Wing Panels, Type W3 | | | 0330 512G000 4.000 EACH| 450.00000 1800.00| 425.00000 1700.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0340 600A000 LUMP| 21500.00000 21500.00| 22300.00000 22300.00| 49000.00000 49000.00 Mobilization | | | 0350 610C001 221.000 TON | 20.00000 4420.00| 22.00000 4862.00| 22.00000 4862.00 Loose Riprap, Class 2 | | | 0360 610D000 176.000 SQYD| 4.50000 792.00| 3.00000 528.00| 3.00000 528.00 Filter Blanket | | | 0370 630C003 4.000 EACH| 1125.00000 4500.00| 1200.00000 4800.00| 1150.00000 4600.00 Guardrail End Anchor, Type 13 | | | 0380 630C050 4.000 EACH| 1425.00000 5700.00| 1500.00000 6000.00| 1450.00000 5800.00 Guardrail End Anchor, Type 20 Series | | | 0390 650A000 127.000 CUYD| 18.00000 2286.00| 25.00000 3175.00| 10.00000 1270.00 Topsoil | | | 0400 652A053 1.000 ACRE| 1100.00000 1100.00| 2000.00000 2000.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0410 656A001 1.000 ACRE| 1900.00000 1900.00| 1000.00000 1000.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0420 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0430 665J000 100.000 LF | 4.00000 400.00| 8.00000 800.00| 5.00000 500.00 Silt Fence, Type A | | | 0440 680A000 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 5000.00000 5000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 060 -5 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020301060 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 13004 |( 2 ) 02088 |( 3 ) 02035 |MILLER & MILLER, INC. |B & B ENGINEERING & DESIGN |BURGREEN CONTRACTING CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0450 701A031 1.000 MILE| 1400.00000 1400.00| 2000.00000 2000.00| 500.00000 500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0460 701A035 1.000 MILE| 1400.00000 1400.00| 2500.00000 2500.00| 500.00000 500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0470 701C001 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 300.00000 300.00 Solid Temporary Traffic Stripe | | | 0480 705A037 21.000 EACH| 14.00000 294.00| 10.00000 210.00| 15.00000 315.00 Pavement Markers, Class A-H, Type 2-D | | | 0490 740B000 274.000 SQFT| 8.00000 2192.00| 13.00000 3562.00| 15.00000 4110.00 Construction Signs | | | 0500 740F002 4.000 EACH| 255.00000 1020.00| 400.00000 1600.00| 400.00000 1600.00 Barricades, Type III | | | 0510 740I005 4.000 EACH| 150.00000 600.00| 300.00000 1200.00| 300.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 352,189.90| $ 354,187.00| $ 385,960.50 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 352,189.90| $ 354,187.00| $ 385,960.50 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 060 -6 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020301060 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 18036 |( 5 ) 19007 |( 6 ) 23071 |RILEY BRIDGE & ENGINEERING |SCOTT BRIDGE COMPANY, INC. |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 17000.00000 17000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 19000.00000 19000.00 Removal Of Old Bridge, Station 3+61.73 | | | 0030 206A001 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 4+35.19 | | | 0040 210A000 383.000 CUYD| 8.37000 3205.71| 9.30000 3561.90| 12.50000 4787.50 Unclassified Excavation | | | 0050 210D001 607.000 CUYD| 12.75000 7739.25| 15.00000 9105.00| 17.25000 10470.75 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 230A000 8.000 RBST| 300.00000 2400.00| 400.00000 3200.00| 375.00000 3000.00 Roadbed Processing | | | 0070 301E008 603.000 TON | 16.50000 9949.50| 20.00000 12060.00| 22.00000 13266.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0080 401B107 1912.000 SQYD| 3.10000 5927.20| 1.00000 1912.00| 4.15000 7934.80 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0090 405A000 100.000 GAL | 1.60000 160.00| 2.00000 200.00| 3.00000 300.00 Tack Coat | | | 0100 429A201 138.000 TON | 61.00000 8418.00| 63.00000 8694.00| 85.00000 11730.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 202.000 TON | 51.50000 10403.00| 50.00000 10100.00| 63.00000 12726.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 430B014 193.000 TON | 32.00000 6176.00| 20.00000 3860.00| 39.00000 7527.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0130 502A000 36.000 LB | 3.00000 108.00| 4.00000 144.00| 5.00000 180.00 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 060 -7 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020301060 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 18036 |( 5 ) 19007 |( 6 ) 23071 |RILEY BRIDGE & ENGINEERING |SCOTT BRIDGE COMPANY, INC. |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 505G003 29.000 EACH| 95.00000 2755.00| 185.00000 5365.00| 150.00000 4350.00 Pile Points (Type A, 12") | | | 0150 505H000 183.000 LF | 155.00000 28365.00| 100.00000 18300.00| 35.00000 6405.00 Pilot Holes | | | 0160 505M002 554.000 LF | 23.00000 12742.00| 32.00000 17728.00| 23.50000 13019.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0170 505M008 375.000 LF | 32.00000 12000.00| 44.00000 16500.00| 27.50000 10312.50 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0180 507A000 2.000 EACH| 2300.00000 4600.00| 4000.00000 8000.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0190 510A000 26.000 CUYD| 600.00000 15600.00| 450.00000 11700.00| 1000.00000 26000.00 Bridge Substructure Concrete, Class A | | | 0200 511A000 52.000 EACH| 65.00000 3380.00| 85.00000 4420.00| 75.00000 3900.00 Elastomeric Bearings, Type 1 | | | 0210 512A013 4.000 EACH| 2400.00000 9600.00| 3500.00000 14000.00| 3000.00000 12000.00 Precast Concrete Abutment Caps, 2' x | | | 1'-8 29/64" x 20' (Modified) | | | 0220 512B017 4.000 EACH| 2400.00000 9600.00| 3500.00000 14000.00| 3500.00000 14000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" wide x 1'-8 1/2" deep x | | | 0230 512C017 24.000 EACH| 3400.00000 81600.00| 4500.00000 108000.00| 3800.00000 91200.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0240 512C025 6.000 EACH| 3600.00000 21600.00| 4750.00000 28500.00| 3900.00000 23400.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0250 512D025 2.000 EACH| 3400.00000 6800.00| 4000.00000 8000.00| 3200.00000 6400.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0260 512D030 4.000 EACH| 3500.00000 14000.00| 4000.00000 16000.00| 3300.00000 13200.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0270 512E001 8.000 EACH| 400.00000 3200.00| 560.00000 4480.00| 350.00000 2800.00 Precast Concrete Abutment Panels, Type | | | A2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 060 -8 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020301060 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 18036 |( 5 ) 19007 |( 6 ) 23071 |RILEY BRIDGE & ENGINEERING |SCOTT BRIDGE COMPANY, INC. |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0280 512E002 8.000 EACH| 530.00000 4240.00| 600.00000 4800.00| 350.00000 2800.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0290 512E004 4.000 EACH| 500.00000 2000.00| 600.00000 2400.00| 400.00000 1600.00 Precast Concrete Abutment Panels, Type | | | AA2 | | | 0300 512E005 4.000 EACH| 550.00000 2200.00| 650.00000 2600.00| 425.00000 1700.00 Precast Concrete Abutment Panels, Type | | | AA3 | | | 0310 512F001 4.000 EACH| 700.00000 2800.00| 800.00000 3200.00| 550.00000 2200.00 Precast Concrete Wing Panels, Type W2 | | | 0320 512F002 4.000 EACH| 825.00000 3300.00| 950.00000 3800.00| 600.00000 2400.00 Precast Concrete Wing Panels, Type W3 | | | 0330 512G000 4.000 EACH| 700.00000 2800.00| 800.00000 3200.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0340 600A000 LUMP| 42000.00000 42000.00| 39300.00000 39300.00| 40000.00000 40000.00 Mobilization | | | 0350 610C001 221.000 TON | 22.00000 4862.00| 32.00000 7072.00| 30.00000 6630.00 Loose Riprap, Class 2 | | | 0360 610D000 176.000 SQYD| 4.00000 704.00| 6.00000 1056.00| 4.50000 792.00 Filter Blanket | | | 0370 630C003 4.000 EACH| 1125.00000 4500.00| 1100.00000 4400.00| 1600.00000 6400.00 Guardrail End Anchor, Type 13 | | | 0380 630C050 4.000 EACH| 1425.00000 5700.00| 1400.00000 5600.00| 2500.00000 10000.00 Guardrail End Anchor, Type 20 Series | | | 0390 650A000 127.000 CUYD| 22.00000 2794.00| 15.00000 1905.00| 15.00000 1905.00 Topsoil | | | 0400 652A053 1.000 ACRE| 2000.00000 2000.00| 1400.00000 1400.00| 550.00000 550.00 Seeding (Mix 1E) | | | 0410 656A001 1.000 ACRE| 725.00000 725.00| 1400.00000 1400.00| 400.00000 400.00 Mulching, Class A, Type 2 | | | 0420 665F000 50.000 EACH| 7.00000 350.00| 10.00000 500.00| 10.00000 500.00 Hay Bales | | | 0430 665J000 100.000 LF | 8.00000 800.00| 4.50000 450.00| 7.00000 700.00 Silt Fence, Type A | | | 0440 680A000 LUMP| 4500.00000 4500.00| 7500.00000 7500.00| 10000.00000 10000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 060 -9 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020301060 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 4 ) 18036 |( 5 ) 19007 |( 6 ) 23071 |RILEY BRIDGE & ENGINEERING |SCOTT BRIDGE COMPANY, INC. |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0450 701A031 1.000 MILE| 1425.00000 1425.00| 2000.00000 2000.00| 3000.00000 3000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0460 701A035 1.000 MILE| 1425.00000 1425.00| 2000.00000 2000.00| 3500.00000 3500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0470 701C001 1.000 MILE| 525.00000 525.00| 650.00000 650.00| 1000.00000 1000.00 Solid Temporary Traffic Stripe | | | 0480 705A037 21.000 EACH| 10.00000 210.00| 5.00000 105.00| 50.00000 1050.00 Pavement Markers, Class A-H, Type 2-D | | | 0490 740B000 274.000 SQFT| 10.50000 2877.00| 8.00000 2192.00| 15.00000 4110.00 Construction Signs | | | 0500 740F002 4.000 EACH| 500.00000 2000.00| 200.00000 800.00| 400.00000 1600.00 Barricades, Type III | | | 0510 740I005 4.000 EACH| 500.00000 2000.00| 200.00000 800.00| 350.00000 1400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 387,065.66| $ 451,959.90| $ 465,145.55 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 387,065.66| $ 451,959.90| $ 465,145.55 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 061 -1 VENDOR RANKING CALL ORDER : 061 CONTRACT ID : 20020301061 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5400(202) for constructing the Bridge Replacement (Bridge Culvert) on Shockley Road over Magby Creek northeast of Liberty. Length - 0.005 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 78,988.00 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 88,445.25 111.9730% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 94,251.50 119.3238% 4 02088 B & B ENGINEERING & DESIGN $ 95,882.50 121.3887% 5 08077 HASTINGS GENERAL CONTRACTING, INC. $ 102,412.29 129.6555% 6 03047 CARTER'S CONTRACTING SERVICES, INC. $ 109,207.35 138.2582% 7 23044 WARE CONSTRUCTION CO., INC. $ 116,540.00 147.5414% 8 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 124,116.00 157.1327% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 061 -2 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20020301061 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 07048 |( 2 ) 04009 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |W. W. DYAR & SONS, INC. |PHILLIPS CONTRACTING CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2736.00000 2736.00 Removal Of Old Bridge, Station 3+00 | | | 0020 214A000 126.000 CUYD| 10.00000 1260.00| 8.00000 1008.00| 8.00000 1008.00 Structure Excavation | | | 0030 214B001 50.000 CUYD| 25.00000 1250.00| 28.00000 1400.00| 20.00000 1000.00 Foundation Backfill, Commercial | | | 0040 502A000 24970.000 LB | 0.50000 12485.00| 0.50000 12485.00| 0.45000 11236.50 Steel Reinforcement | | | 0050 524A011 144.000 CUYD| 250.00000 36000.00| 290.00000 41760.00| 350.00000 50400.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 2000.00000 2000.00| 7000.00000 7000.00| 6493.00000 6493.00 Mobilization | | | 0070 610C001 148.000 TON | 40.00000 5920.00| 34.00000 5032.00| 30.00000 4440.00 Loose Riprap, Class 2 | | | 0080 610D003 227.000 SQYD| 2.00000 454.00| 5.00000 1135.00| 2.50000 567.50 Filter Blanket, Geotextile | | | 0090 630A001 125.000 LF | 35.00000 4375.00| 34.65000 4331.25| 31.50000 3937.50 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1500.00000 6000.00| 1375.00000 5500.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| 4.00000 200.00 Hay Bales | | | 0120 665J000 100.000 LF | 5.00000 500.00| 4.00000 400.00| 5.00000 500.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 Engineering Controls | | | 0140 740B000 237.000 SQFT| 12.00000 2844.00| 12.00000 2844.00| 9.00000 2133.00 Construction Signs | | | 0150 740F002 8.000 EACH| 250.00000 2000.00| 250.00000 2000.00| 300.00000 2400.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 200.00000 400.00| 150.00000 300.00| 100.00000 200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 78,988.00| $ 88,445.25| $ 94,251.50 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 78,988.00| $ 88,445.25| $ 94,251.50 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 061 -3 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20020301061 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 4 ) 02088 |( 5 ) 08077 |( 6 ) 03047 |B & B ENGINEERING & DESIGN |HASTINGS GENERAL CONTRACTIN |CARTER'S CONTRACTING SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 12500.00000 12500.00| 7000.00000 7000.00| 4020.00000 4020.00 Removal Of Old Bridge, Station 3+00 | | | 0020 214A000 126.000 CUYD| 3.00000 378.00| 14.00000 1764.00| 17.90000 2255.40 Structure Excavation | | | 0030 214B001 50.000 CUYD| 22.00000 1100.00| 27.00000 1350.00| 35.80000 1790.00 Foundation Backfill, Commercial | | | 0040 502A000 24970.000 LB | 0.45000 11236.50| 0.45000 11236.50| 0.62000 15481.40 Steel Reinforcement | | | 0050 524A011 144.000 CUYD| 250.00000 36000.00| 370.00000 53280.00| 380.00000 54720.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 8500.00000 8500.00| 1000.00000 1000.00| 7200.00000 7200.00 Mobilization | | | 0070 610C001 148.000 TON | 22.00000 3256.00| 25.00000 3700.00| 29.00000 4292.00 Loose Riprap, Class 2 | | | 0080 610D003 227.000 SQYD| 3.00000 681.00| 3.77000 855.79| 2.25000 510.75 Filter Blanket, Geotextile | | | 0090 630A001 125.000 LF | 60.00000 7500.00| 70.00000 8750.00| 36.00000 4500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1700.00000 6800.00| 1700.00000 6800.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 5.00000 250.00| 7.00000 350.00| 5.35000 267.50 Hay Bales | | | 0120 665J000 100.000 LF | 8.00000 800.00| 2.70000 270.00| 6.70000 670.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 500.00000 500.00| 2000.00000 2000.00| 2240.00000 2240.00 Engineering Controls | | | 0140 740B000 237.000 SQFT| 13.00000 3081.00| 8.00000 1896.00| 11.90000 2820.30 Construction Signs | | | 0150 740F002 8.000 EACH| 350.00000 2800.00| 240.00000 1920.00| 313.00000 2504.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 250.00000 500.00| 120.00000 240.00| 168.00000 336.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 95,882.50| $ 102,412.29| $ 109,207.35 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 95,882.50| $ 102,412.29| $ 109,207.35 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 061 -4 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20020301061 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 7 ) 23044 |( 8 ) 20011 |( ) |WARE CONSTRUCTION CO., INC. |TRI-COUNTY CONCRETE CONSTRU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 3+00 | | | 0020 214A000 126.000 CUYD| 14.00000 1764.00| 11.00000 1386.00| Structure Excavation | | | 0030 214B001 50.000 CUYD| 32.50000 1625.00| 20.00000 1000.00| Foundation Backfill, Commercial | | | 0040 502A000 24970.000 LB | 0.50000 12485.00| 0.85000 21224.50| Steel Reinforcement | | | 0050 524A011 144.000 CUYD| 325.00000 46800.00| 295.00000 42480.00| Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| Mobilization | | | 0070 610C001 148.000 TON | 30.00000 4440.00| 20.00000 2960.00| Loose Riprap, Class 2 | | | 0080 610D003 227.000 SQYD| 2.00000 454.00| 4.00000 908.00| Filter Blanket, Geotextile | | | 0090 630A001 125.000 LF | 64.00000 8000.00| 31.50000 3937.50| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1600.00000 6400.00| 1250.00000 5000.00| Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| Hay Bales | | | 0120 665J000 100.000 LF | 6.50000 650.00| 5.00000 500.00| Silt Fence, Type A | | | 0130 680A000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| Engineering Controls | | | 0140 740B000 237.000 SQFT| 16.00000 3792.00| 10.00000 2370.00| Construction Signs | | | 0150 740F002 8.000 EACH| 285.00000 2280.00| 200.00000 1600.00| Barricades, Type III | | | 0160 740I005 2.000 EACH| 300.00000 600.00| 250.00000 500.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 116,540.00| $ 124,116.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 116,540.00| $ 124,116.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 062 -1 VENDOR RANKING CALL ORDER : 062 CONTRACT ID : 20020301062 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5400(203) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#37 at Huckaby Branch west of Reform. Length 0.007 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 62,823.65 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 77,659.00 123.6143% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 79,157.80 126.0000% 4 02088 B & B ENGINEERING & DESIGN $ 79,498.80 126.5428% 5 08077 HASTINGS GENERAL CONTRACTING, INC. $ 94,514.13 150.4436% 6 03047 CARTER'S CONTRACTING SERVICES, INC. $ 95,695.00 152.3232% 7 23044 WARE CONSTRUCTION CO., INC. $ 96,622.50 153.7996% 8 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 115,885.90 184.4622% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 062 -2 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20020301062 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 07048 |( 2 ) 04009 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |W. W. DYAR & SONS, INC. |PHILLIPS CONTRACTING CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 2000.00000 2000.00 Removal Of Old Bridge, Station 3+00 | | | 0020 214A000 148.000 CUYD| 10.00000 1480.00| 8.00000 1184.00| 8.00000 1184.00 Structure Excavation | | | 0030 214B001 28.000 CUYD| 20.00000 560.00| 32.00000 896.00| 20.00000 560.00 Foundation Backfill, Commercial | | | 0040 502A000 19214.000 LB | 0.45000 8646.30| 0.50000 9607.00| 0.45000 8646.30 Steel Reinforcement | | | 0050 524A011 116.000 CUYD| 200.00000 23200.00| 290.00000 33640.00| 352.00000 40832.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 7000.00000 7000.00| 7000.00000 7000.00| 5415.00000 5415.00 Mobilization | | | 0070 610C001 127.000 TON | 30.00000 3810.00| 34.00000 4318.00| 30.00000 3810.00 Loose Riprap, Class 2 | | | 0080 610D003 451.000 SQYD| 0.85000 383.35| 5.00000 2255.00| 2.50000 1127.50 Filter Blanket, Geotextile | | | 0090 630A001 100.000 LF | 35.00000 3500.00| 34.65000 3465.00| 31.50000 3150.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1500.00000 6000.00| 1375.00000 5500.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| 4.00000 200.00 Hay Bales | | | 0120 665J000 100.000 LF | 5.00000 500.00| 4.00000 400.00| 5.00000 500.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 Engineering Controls | | | 0140 740B000 237.000 SQFT| 12.00000 2844.00| 12.00000 2844.00| 9.00000 2133.00 Construction Signs | | | 0150 740F002 8.000 EACH| 250.00000 2000.00| 250.00000 2000.00| 300.00000 2400.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 200.00000 400.00| 150.00000 300.00| 100.00000 200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 62,823.65| $ 77,659.00| $ 79,157.80 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 62,823.65| $ 77,659.00| $ 79,157.80 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 062 -3 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20020301062 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 4 ) 02088 |( 5 ) 08077 |( 6 ) 03047 |B & B ENGINEERING & DESIGN |HASTINGS GENERAL CONTRACTIN |CARTER'S CONTRACTING SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| 3986.88000 3986.88 Removal Of Old Bridge, Station 3+00 | | | 0020 214A000 148.000 CUYD| 3.00000 444.00| 14.00000 2072.00| 17.90000 2649.20 Structure Excavation | | | 0030 214B001 28.000 CUYD| 22.00000 616.00| 27.00000 756.00| 35.85000 1003.80 Foundation Backfill, Commercial | | | 0040 502A000 19214.000 LB | 0.45000 8646.30| 0.49000 9414.86| 0.63000 12104.82 Steel Reinforcement | | | 0050 524A011 116.000 CUYD| 240.00000 27840.00| 370.00000 42920.00| 403.00000 46748.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 5500.00000 5500.00| 7000.00000 7000.00| 6753.00000 6753.00 Mobilization | | | 0070 610C001 127.000 TON | 22.00000 2794.00| 25.00000 3175.00| 29.00000 3683.00 Loose Riprap, Class 2 | | | 0080 610D003 451.000 SQYD| 2.50000 1127.50| 3.77000 1700.27| 2.20000 992.20 Filter Blanket, Geotextile | | | 0090 630A001 100.000 LF | 70.00000 7000.00| 70.00000 7000.00| 36.00000 3600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1800.00000 7200.00| 1700.00000 6800.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 5.00000 250.00| 7.00000 350.00| 5.35000 267.50 Hay Bales | | | 0120 665J000 100.000 LF | 8.00000 800.00| 2.70000 270.00| 6.70000 670.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 500.00000 500.00| 2000.00000 2000.00| 2000.00000 2000.00 Engineering Controls | | | 0140 740B000 237.000 SQFT| 13.00000 3081.00| 8.00000 1896.00| 11.80000 2796.60 Construction Signs | | | 0150 740F002 8.000 EACH| 400.00000 3200.00| 240.00000 1920.00| 313.00000 2504.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 250.00000 500.00| 120.00000 240.00| 168.00000 336.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 79,498.80| $ 94,514.13| $ 95,695.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 79,498.80| $ 94,514.13| $ 95,695.00 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 062 -4 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20020301062 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 7 ) 23044 |( 8 ) 20011 |( ) |WARE CONSTRUCTION CO., INC. |TRI-COUNTY CONCRETE CONSTRU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 5500.00000 5500.00| 35000.00000 35000.00| Removal Of Old Bridge, Station 3+00 | | | 0020 214A000 148.000 CUYD| 12.00000 1776.00| 10.00000 1480.00| Structure Excavation | | | 0030 214B001 28.000 CUYD| 30.00000 840.00| 20.00000 560.00| Foundation Backfill, Commercial | | | 0040 502A000 19214.000 LB | 0.50000 9607.00| 0.85000 16331.90| Steel Reinforcement | | | 0050 524A011 116.000 CUYD| 325.00000 37700.00| 300.00000 34800.00| Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| Mobilization | | | 0070 610C001 127.000 TON | 30.00000 3810.00| 20.00000 2540.00| Loose Riprap, Class 2 | | | 0080 610D003 451.000 SQYD| 1.50000 676.50| 4.00000 1804.00| Filter Blanket, Geotextile | | | 0090 630A001 100.000 LF | 70.00000 7000.00| 31.50000 3150.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1600.00000 6400.00| 1250.00000 5000.00| Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 4.50000 225.00| 5.00000 250.00| Hay Bales | | | 0120 665J000 100.000 LF | 6.50000 650.00| 5.00000 500.00| Silt Fence, Type A | | | 0130 680A000 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| Engineering Controls | | | 0140 740B000 237.000 SQFT| 14.00000 3318.00| 10.00000 2370.00| Construction Signs | | | 0150 740F002 8.000 EACH| 265.00000 2120.00| 200.00000 1600.00| Barricades, Type III | | | 0160 740I005 2.000 EACH| 250.00000 500.00| 250.00000 500.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 96,622.50| $ 115,885.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 96,622.50| $ 115,885.90| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 063 -1 VENDOR RANKING CALL ORDER : 063 CONTRACT ID : 20020301063 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-5407(200) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#86 from MP 20.61 to U.S.#82 south of Gordo. Length 6.786 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 686,026.30 100.0000% 2 01018 APAC-ALABAMA, INC. $ 731,689.95 106.6563% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 063 -2 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20020301063 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 210D001 2952.000 CUYD| 7.40000 21844.80| 7.70000 22730.40| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 305B060 200.000 TON | 29.50000 5900.00| 23.30000 4660.00| Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1" Down | | | 0040 408A051 94462.000 SQYD| 0.51000 48175.62| 0.94000 88794.28| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0045 401B108 94462.000 SQYD| 0.90000 85015.80| 1.00000 94462.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 424A361 7993.000 TON | 35.08000 280394.44| 36.01000 287827.93| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A364 200.000 TON | 40.00000 8000.00| 60.67000 12134.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A367 1000.000 TON | 44.00000 44000.00| 41.15000 41150.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A370 200.000 TON | 61.50000 12300.00| 80.80000 16160.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 500.000 TON | 52.00000 26000.00| 53.41000 26705.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424C365 500.000 TON | 52.00000 26000.00| 72.64000 36320.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 063 -3 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20020301063 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0110 600A000 LUMP| 39600.00000 39600.00| 14170.00000 14170.00| Mobilization | | | 0120 651B000 10.000 TON | 150.00000 1500.00| 105.00000 1050.00| Agricultural Limestone | | | 0130 651C000 8.000 TON | 450.00000 3600.00| 367.50000 2940.00| 8-8-8 Commercial Fertilizer | | | 0140 652A054 3.000 ACRE| 550.00000 1650.00| 472.50000 1417.50| Seeding (Mix 2A) | | | 0150 652A056 2.000 ACRE| 550.00000 1100.00| 472.50000 945.00| Seeding (Mix 2E) | | | 0160 656A000 5.000 ACRE| 550.00000 2750.00| 472.50000 2362.50| Mulching, Class A, Type 1 | | | 0170 665F000 100.000 EACH| 5.00000 500.00| 10.06000 1006.00| Hay Bales | | | 0180 665J000 3600.000 LF | 4.50000 16200.00| 4.85000 17460.00| Silt Fence, Type A | | | 0190 701A028 14.000 MILE| 1200.00000 16800.00| 1260.00000 17640.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A046 6.000 MILE| 850.00000 5100.00| 892.50000 5355.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 7.000 MILE| 1500.00000 10500.00| 1575.00000 11025.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701C000 6.000 MILE| 330.00000 1980.00| 346.50000 2079.00| Broken Temporary Traffic Stripe | | | 0230 701C001 7.000 MILE| 350.00000 2450.00| 367.50000 2572.50| Solid Temporary Traffic Stripe | | | 0240 701G125 814.000 LF | 3.80000 3093.20| 3.99000 3247.86| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701G129 407.000 LF | 1.92000 781.44| 2.02000 822.14| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701H001 814.000 LF | 1.00000 814.00| 1.05000 854.70| Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 063 -4 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20020301063 COUNTIES : PICKENS LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0270 701H006 407.000 LF | 1.00000 407.00| 1.05000 427.35| Broken Traffic Stripe Removed (Plastic) | | | 0280 703A000 360.000 SQFT| 1.30000 468.00| 1.37000 493.20| Traffic Control Markings, Class 1, Type | | | A | | | 0290 703D002 360.000 SQFT| 1.30000 468.00| 1.37000 493.20| Temporary Traffic Control Markings | | | (Paint) | | | 0300 705A032 191.000 EACH| 5.00000 955.00| 5.25000 1002.75| Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 572.000 EACH| 5.25000 3003.00| 5.52000 3157.44| Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 834.000 SQFT| 14.00000 11676.00| 7.80000 6505.20| Construction Signs | | | 0330 740O000 1.000 EACH| 3000.00000 3000.00| 3720.00000 3720.00| Pilot Car | | | SECTION TOTALS | $ 686,026.30| $ 731,689.95| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 686,026.30| $ 731,689.95| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 064 -1 VENDOR RANKING CALL ORDER : 064 CONTRACT ID : 20020301064 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5900(201) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#86 over Long Branch south of Columbiana. Length - 0.265 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20050 TOMLIN CONSTRUCTION, LLC $ 416,078.55 100.0000% 2 20023 TEN-T CORPORATION $ 435,394.15 104.6423% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 451,482.15 108.5089% 4 04009 W. W. DYAR & SONS, INC. $ 466,633.90 112.1504% 5 23070 WINSTON CONTRACTING, L.L.C. $ 469,231.25 112.7747% 6 19047 SOUTHEAST CHEROKEE CONSTRUCTION CO., INC. $ 490,828.19 117.9653% 7 16048 WALKER PATTON COMPANY, INC. $ 492,419.32 118.3477% 8 08017 H & L CONSTRUCTION, INC. $ 497,777.77 119.6355% 9 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 516,255.18 124.0764% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 064 -2 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20020301064 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 20050 |( 2 ) 20023 |( 3 ) 07003 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |R.E. GRILLS CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 14000.00000 14000.00| 10000.00000 10000.00| 32000.00000 32000.00 Clearing & Grubbing (Approximately 4 | | | Acres) | | | 0020 206A000 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 6+66.40 | | | 0030 210A000 10203.000 CUYD| 4.50000 45913.50| 3.25000 33159.75| 3.80000 38771.40 Unclassified Excavation | | | 0040 210D000 7040.000 CUYD| 7.50000 52800.00| 4.95000 34848.00| 3.80000 26752.00 Borrow Excavation | | | 0050 214A000 507.000 CUYD| 25.00000 12675.00| 12.00000 6084.00| 8.00000 4056.00 Structure Excavation | | | 0060 214B001 761.000 CUYD| 18.00000 13698.00| 12.00000 9132.00| 20.00000 15220.00 Foundation Backfill, Commercial | | | 0070 230A000 24.000 RBST| 250.00000 6000.00| 250.00000 6000.00| 300.00000 7200.00 Roadbed Processing | | | 0080 301A004 8711.000 SQYD| 3.25000 28310.75| 3.95000 34408.45| 3.40000 29617.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 5007.000 SQYD| 4.00000 20028.00| 6.25000 31293.75| 4.25000 21279.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 6708.000 SQYD| 0.35000 2347.80| 0.45000 3018.60| 0.40000 2683.20 Bituminous Treatment A | | | 0110 405A000 100.000 GAL | 1.10000 110.00| 1.00000 100.00| 1.50000 150.00 Tack Coat | | | 0120 429A201 468.000 TON | 46.00000 21528.00| 46.75000 21879.00| 46.00000 21528.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 408.000 TON | 40.50000 16524.00| 42.25000 17238.00| 41.00000 16728.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 429B209 100.000 TON | 43.50000 4350.00| 45.00000 4500.00| 43.50000 4350.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 064 -3 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20020301064 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 20050 |( 2 ) 20023 |( 3 ) 07003 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |R.E. GRILLS CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 429C211 12.000 TON | 200.00000 2400.00| 225.00000 2700.00| 300.00000 3600.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0160 430B000 100.000 TON | 25.00000 2500.00| 10.00000 1000.00| 13.00000 1300.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0170 502A001 40454.000 LB | 0.50000 20227.00| 0.65000 26295.10| 0.60000 24272.40 Steel Reinforcement (Grade 60) | | | 0180 524A011 238.000 CUYD| 310.00000 73780.00| 312.00000 74256.00| 275.00000 65450.00 Culvert Concrete (Cast In Place) | | | 0190 530A608 250.000 LF | 58.00000 14500.00| 62.50000 15625.00| 71.00000 17750.00 60" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0200 535A080 50.000 LF | 30.00000 1500.00| 15.75000 787.50| 24.00000 1200.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0210 535A085 60.000 LF | 35.00000 2100.00| 23.50000 1410.00| 41.00000 2460.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0220 600A000 LUMP| 2000.00000 2000.00| 25000.00000 25000.00| 32000.00000 32000.00 Mobilization | | | 0230 610C001 136.000 TON | 23.00000 3128.00| 12.50000 1700.00| 17.00000 2312.00 Loose Riprap, Class 2 | | | 0240 610D002 164.000 SQYD| 2.50000 410.00| 2.50000 410.00| 3.00000 492.00 Filter Blanket, Geotextile (Non-Woven) | | | 0250 636A000 1330.000 LF | 4.50000 5985.00| 4.75000 6317.50| 5.00000 6650.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0260 637A000 1282.000 LF | 5.00000 6410.00| 3.25000 4166.50| 6.00000 7692.00 Fence Reset | | | 0270 650A000 900.000 CUYD| 5.00000 4500.00| 4.00000 3600.00| 8.00000 7200.00 Topsoil | | | 0280 652A053 4.000 ACRE| 500.00000 2000.00| 550.00000 2200.00| 550.00000 2200.00 Seeding (Mix 1E) | | | 0290 656A000 1.000 ACRE| 500.00000 500.00| 650.00000 650.00| 530.00000 530.00 Mulching, Class A, Type 1 | | | 0300 656A001 3.000 ACRE| 550.00000 1650.00| 650.00000 1950.00| 625.00000 1875.00 Mulching, Class A, Type 2 | | | 0310 665A000 4.000 ACRE| 250.00000 1000.00| 500.00000 2000.00| 280.00000 1120.00 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 064 -4 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20020301064 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 20050 |( 2 ) 20023 |( 3 ) 07003 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |R.E. GRILLS CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0320 665B000 4.000 ACRE| 250.00000 1000.00| 500.00000 2000.00| 280.00000 1120.00 Temporary Mulching | | | 0330 665F000 1000.000 EACH| 5.00000 5000.00| 5.00000 5000.00| 3.50000 3500.00 Hay Bales | | | 0340 665J000 3000.000 LF | 2.75000 8250.00| 5.50000 16500.00| 3.00000 9000.00 Silt Fence, Type A | | | 0350 680A000 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| 20000.00000 20000.00 Engineering Controls | | | 0360 701A031 1.000 MILE| 900.00000 900.00| 950.00000 950.00| 1000.00000 1000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0370 701A035 2.000 MILE| 1100.00000 2200.00| 1150.00000 2300.00| 1200.00000 2400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0380 701C001 2.000 MILE| 300.00000 600.00| 375.00000 750.00| 340.00000 680.00 Solid Temporary Traffic Stripe | | | 0390 701D005 1.000 MILE| 850.00000 850.00| 900.00000 900.00| 965.00000 965.00 Solid Traffic Stripe Removed | | | 0400 705A037 70.000 EACH| 4.25000 297.50| 4.50000 315.00| 5.00000 350.00 Pavement Markers, Class A-H, Type 2-D | | | 0410 740B000 328.000 SQFT| 7.50000 2460.00| 12.50000 4100.00| 9.00000 2952.00 Construction Signs | | | 0420 740D000 62.000 EACH| 55.00000 3410.00| 25.00000 1550.00| 70.00000 4340.00 Channelizing Drums | | | 0430 740F002 6.000 EACH| 250.00000 1500.00| 350.00000 2100.00| 250.00000 1500.00 Barricades, Type III | | | 0440 740I005 6.000 EACH| 250.00000 1500.00| 250.00000 1500.00| 300.00000 1800.00 Warning Lights, Type B (Detachable Head | | | 0450 740L006 28.000 EACH| 62.00000 1736.00| 25.00000 700.00| 87.00000 2436.00 Vertical Panel Type II, Double-Sided | | | SECTION TOTALS | $ 416,078.55| $ 435,394.15| $ 451,482.15 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 416,078.55| $ 435,394.15| $ 451,482.15 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 064 -5 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20020301064 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 04009 |( 5 ) 23070 |( 6 ) 19047 |W. W. DYAR & SONS, INC. |WINSTON CONTRACTING, L.L.C. |SOUTHEAST CHEROKEE CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 17900.00000 17900.00| 10000.00000 10000.00| 54400.00000 54400.00 Clearing & Grubbing (Approximately 4 | | | Acres) | | | 0020 206A000 LUMP| 14000.00000 14000.00| 5000.00000 5000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 6+66.40 | | | 0030 210A000 10203.000 CUYD| 3.60000 36730.80| 5.00000 51015.00| 2.75000 28058.25 Unclassified Excavation | | | 0040 210D000 7040.000 CUYD| 4.75000 33440.00| 4.50000 31680.00| 4.95000 34848.00 Borrow Excavation | | | 0050 214A000 507.000 CUYD| 8.25000 4182.75| 18.00000 9126.00| 10.00000 5070.00 Structure Excavation | | | 0060 214B001 761.000 CUYD| 31.00000 23591.00| 23.00000 17503.00| 19.00000 14459.00 Foundation Backfill, Commercial | | | 0070 230A000 24.000 RBST| 303.00000 7272.00| 530.00000 12720.00| 440.00000 10560.00 Roadbed Processing | | | 0080 301A004 8711.000 SQYD| 4.30000 37457.30| 3.45000 30052.95| 3.44000 29965.84 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 5007.000 SQYD| 5.25000 26286.75| 4.80000 24033.60| 5.16000 25836.12 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 6708.000 SQYD| 0.55000 3689.40| 0.30000 2012.40| 0.35000 2347.80 Bituminous Treatment A | | | 0110 405A000 100.000 GAL | 11.00000 1100.00| 1.60000 160.00| 1.10000 110.00 Tack Coat | | | 0120 429A201 468.000 TON | 50.00000 23400.00| 60.00000 28080.00| 46.00000 21528.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 408.000 TON | 46.20000 18849.60| 39.00000 15912.00| 40.50000 16524.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 429B209 100.000 TON | 55.00000 5500.00| 73.00000 7300.00| 43.50000 4350.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 064 -6 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20020301064 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 04009 |( 5 ) 23070 |( 6 ) 19047 |W. W. DYAR & SONS, INC. |WINSTON CONTRACTING, L.L.C. |SOUTHEAST CHEROKEE CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 429C211 12.000 TON | 110.00000 1320.00| 237.00000 2844.00| 200.00000 2400.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0160 430B000 100.000 TON | 17.00000 1700.00| 17.00000 1700.00| 20.00000 2000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0170 502A001 40454.000 LB | 0.50000 20227.00| 0.45000 18204.30| 0.47000 19013.38 Steel Reinforcement (Grade 60) | | | 0180 524A011 238.000 CUYD| 290.00000 69020.00| 400.00000 95200.00| 285.00000 67830.00 Culvert Concrete (Cast In Place) | | | 0190 530A608 250.000 LF | 64.00000 16000.00| 80.00000 20000.00| 70.00000 17500.00 60" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0200 535A080 50.000 LF | 21.00000 1050.00| 21.00000 1050.00| 22.00000 1100.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0210 535A085 60.000 LF | 27.00000 1620.00| 30.00000 1800.00| 30.00000 1800.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0220 600A000 LUMP| 35000.00000 35000.00| 10000.00000 10000.00| 44500.00000 44500.00 Mobilization | | | 0230 610C001 136.000 TON | 27.00000 3672.00| 20.00000 2720.00| 20.00000 2720.00 Loose Riprap, Class 2 | | | 0240 610D002 164.000 SQYD| 3.30000 541.20| 2.00000 328.00| 4.00000 656.00 Filter Blanket, Geotextile (Non-Woven) | | | 0250 636A000 1330.000 LF | 4.00000 5320.00| 3.50000 4655.00| 5.65000 7514.50 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0260 637A000 1282.000 LF | 3.30000 4230.60| 4.00000 5128.00| 5.65000 7243.30 Fence Reset | | | 0270 650A000 900.000 CUYD| 7.00000 6300.00| 6.50000 5850.00| 6.60000 5940.00 Topsoil | | | 0280 652A053 4.000 ACRE| 552.00000 2208.00| 785.00000 3140.00| 550.00000 2200.00 Seeding (Mix 1E) | | | 0290 656A000 1.000 ACRE| 552.00000 552.00| 520.00000 520.00| 550.00000 550.00 Mulching, Class A, Type 1 | | | 0300 656A001 3.000 ACRE| 600.00000 1800.00| 680.00000 2040.00| 600.00000 1800.00 Mulching, Class A, Type 2 | | | 0310 665A000 4.000 ACRE| 460.00000 1840.00| 420.00000 1680.00| 300.00000 1200.00 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 064 -7 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20020301064 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 04009 |( 5 ) 23070 |( 6 ) 19047 |W. W. DYAR & SONS, INC. |WINSTON CONTRACTING, L.L.C. |SOUTHEAST CHEROKEE CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0320 665B000 4.000 ACRE| 460.00000 1840.00| 420.00000 1680.00| 300.00000 1200.00 Temporary Mulching | | | 0330 665F000 1000.000 EACH| 5.00000 5000.00| 1.00000 1000.00| 6.00000 6000.00 Hay Bales | | | 0340 665J000 3000.000 LF | 3.85000 11550.00| 2.50000 7500.00| 4.00000 12000.00 Silt Fence, Type A | | | 0350 680A000 LUMP| 5500.00000 5500.00| 18500.00000 18500.00| 10000.00000 10000.00 Engineering Controls | | | 0360 701A031 1.000 MILE| 1000.00000 1000.00| 940.00000 940.00| 1500.00000 1500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0370 701A035 2.000 MILE| 1210.00000 2420.00| 1150.00000 2300.00| 2000.00000 4000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0380 701C001 2.000 MILE| 330.00000 660.00| 315.00000 630.00| 500.00000 1000.00 Solid Temporary Traffic Stripe | | | 0390 701D005 1.000 MILE| 935.00000 935.00| 885.00000 885.00| 1500.00000 1500.00 Solid Traffic Stripe Removed | | | 0400 705A037 70.000 EACH| 4.75000 332.50| 4.40000 308.00| 10.00000 700.00 Pavement Markers, Class A-H, Type 2-D | | | 0410 740B000 328.000 SQFT| 12.00000 3936.00| 13.00000 4264.00| 6.75000 2214.00 Construction Signs | | | 0420 740D000 62.000 EACH| 60.00000 3720.00| 75.00000 4650.00| 55.00000 3410.00 Channelizing Drums | | | 0430 740F002 6.000 EACH| 250.00000 1500.00| 300.00000 1800.00| 200.00000 1200.00 Barricades, Type III | | | 0440 740I005 6.000 EACH| 150.00000 900.00| 250.00000 1500.00| 400.00000 2400.00 Warning Lights, Type B (Detachable Head | | | 0450 740L006 28.000 EACH| 55.00000 1540.00| 65.00000 1820.00| 60.00000 1680.00 Vertical Panel Type II, Double-Sided | | | SECTION TOTALS | $ 466,633.90| $ 469,231.25| $ 490,828.19 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 466,633.90| $ 469,231.25| $ 490,828.19 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 064 -8 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20020301064 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 16048 |( 8 ) 08017 |( 9 ) 20011 |WALKER PATTON COMPANY, INC. |H & L CONSTRUCTION, INC. |TRI-COUNTY CONCRETE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 15500.00000 15500.00| 15000.00000 15000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 4 | | | Acres) | | | 0020 206A000 LUMP| 18200.00000 18200.00| 10000.00000 10000.00| 12750.00000 12750.00 Removal Of Old Bridge, Station 6+66.40 | | | 0030 210A000 10203.000 CUYD| 5.29000 53973.87| 5.50000 56116.50| 3.50000 35710.50 Unclassified Excavation | | | 0040 210D000 7040.000 CUYD| 6.00000 42240.00| 7.50000 52800.00| 7.50000 52800.00 Borrow Excavation | | | 0050 214A000 507.000 CUYD| 10.50000 5323.50| 16.00000 8112.00| 10.00000 5070.00 Structure Excavation | | | 0060 214B001 761.000 CUYD| 23.63000 17982.43| 36.00000 27396.00| 25.00000 19025.00 Foundation Backfill, Commercial | | | 0070 230A000 24.000 RBST| 440.00000 10560.00| 300.00000 7200.00| 200.00000 4800.00 Roadbed Processing | | | 0080 301A004 8711.000 SQYD| 3.40000 29617.40| 3.50000 30488.50| 6.00000 52266.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 5007.000 SQYD| 5.50000 27538.50| 4.75000 23783.25| 7.00000 35049.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 6708.000 SQYD| 0.35000 2347.80| 0.35000 2347.80| 1.00000 6708.00 Bituminous Treatment A | | | 0110 405A000 100.000 GAL | 1.10000 110.00| 1.10000 110.00| 1.30000 130.00 Tack Coat | | | 0120 429A201 468.000 TON | 46.00000 21528.00| 46.00000 21528.00| 51.00000 23868.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 408.000 TON | 40.50000 16524.00| 40.50000 16524.00| 43.50000 17748.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 429B209 100.000 TON | 43.50000 4350.00| 43.50000 4350.00| 47.00000 4700.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 064 -9 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20020301064 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 16048 |( 8 ) 08017 |( 9 ) 20011 |WALKER PATTON COMPANY, INC. |H & L CONSTRUCTION, INC. |TRI-COUNTY CONCRETE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 429C211 12.000 TON | 100.00000 1200.00| 200.00000 2400.00| 250.00000 3000.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0160 430B000 100.000 TON | 10.75000 1075.00| 25.00000 2500.00| 20.00000 2000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0170 502A001 40454.000 LB | 0.55000 22249.70| 0.48000 19417.92| 0.42000 16990.68 Steel Reinforcement (Grade 60) | | | 0180 524A011 238.000 CUYD| 305.00000 72590.00| 375.00000 89250.00| 300.00000 71400.00 Culvert Concrete (Cast In Place) | | | 0190 530A608 250.000 LF | 107.25000 26812.50| 65.00000 16250.00| 50.00000 12500.00 60" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0200 535A080 50.000 LF | 26.00000 1300.00| 32.00000 1600.00| 19.00000 950.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0210 535A085 60.000 LF | 39.00000 2340.00| 35.00000 2100.00| 25.00000 1500.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0220 600A000 LUMP| 44112.00000 44112.00| 25921.80000 25921.80| 50000.00000 50000.00 Mobilization | | | 0230 610C001 136.000 TON | 23.08000 3138.88| 18.00000 2448.00| 25.00000 3400.00 Loose Riprap, Class 2 | | | 0240 610D002 164.000 SQYD| 3.91000 641.24| 3.00000 492.00| 5.00000 820.00 Filter Blanket, Geotextile (Non-Woven) | | | 0250 636A000 1330.000 LF | 4.25000 5652.50| 4.50000 5985.00| 4.50000 5985.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0260 637A000 1282.000 LF | 4.25000 5448.50| 4.50000 5769.00| 2.50000 3205.00 Fence Reset | | | 0270 650A000 900.000 CUYD| 4.00000 3600.00| 5.00000 4500.00| 8.00000 7200.00 Topsoil | | | 0280 652A053 4.000 ACRE| 480.00000 1920.00| 500.00000 2000.00| 550.00000 2200.00 Seeding (Mix 1E) | | | 0290 656A000 1.000 ACRE| 480.00000 480.00| 500.00000 500.00| 550.00000 550.00 Mulching, Class A, Type 1 | | | 0300 656A001 3.000 ACRE| 520.00000 1560.00| 550.00000 1650.00| 600.00000 1800.00 Mulching, Class A, Type 2 | | | 0310 665A000 4.000 ACRE| 400.00000 1600.00| 250.00000 1000.00| 275.00000 1100.00 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 064 -10 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20020301064 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 7 ) 16048 |( 8 ) 08017 |( 9 ) 20011 |WALKER PATTON COMPANY, INC. |H & L CONSTRUCTION, INC. |TRI-COUNTY CONCRETE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0320 665B000 4.000 ACRE| 400.00000 1600.00| 250.00000 1000.00| 275.00000 1100.00 Temporary Mulching | | | 0330 665F000 1000.000 EACH| 2.00000 2000.00| 3.00000 3000.00| 5.00000 5000.00 Hay Bales | | | 0340 665J000 3000.000 LF | 1.25000 3750.00| 4.00000 12000.00| 5.00000 15000.00 Silt Fence, Type A | | | 0350 680A000 LUMP| 8000.00000 8000.00| 3500.00000 3500.00| 10000.00000 10000.00 Engineering Controls | | | 0360 701A031 1.000 MILE| 900.00000 900.00| 1500.00000 1500.00| 1650.00000 1650.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0370 701A035 2.000 MILE| 1100.00000 2200.00| 2000.00000 4000.00| 2200.00000 4400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0380 701C001 2.000 MILE| 300.00000 600.00| 500.00000 1000.00| 550.00000 1100.00 Solid Temporary Traffic Stripe | | | 0390 701D005 1.000 MILE| 850.00000 850.00| 1500.00000 1500.00| 1650.00000 1650.00 Solid Traffic Stripe Removed | | | 0400 705A037 70.000 EACH| 4.25000 297.50| 11.00000 770.00| 11.00000 770.00 Pavement Markers, Class A-H, Type 2-D | | | 0410 740B000 328.000 SQFT| 7.00000 2296.00| 7.25000 2378.00| 10.00000 3280.00 Construction Signs | | | 0420 740D000 62.000 EACH| 55.00000 3410.00| 50.00000 3100.00| 50.00000 3100.00 Channelizing Drums | | | 0430 740F002 6.000 EACH| 300.00000 1800.00| 175.00000 1050.00| 250.00000 1500.00 Barricades, Type III | | | 0440 740I005 6.000 EACH| 300.00000 1800.00| 270.00000 1620.00| 250.00000 1500.00 Warning Lights, Type B (Detachable Head | | | 0450 740L006 28.000 EACH| 50.00000 1400.00| 65.00000 1820.00| 35.00000 980.00 Vertical Panel Type II, Double-Sided | | | SECTION TOTALS | $ 492,419.32| $ 497,777.77| $ 516,255.18 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 492,419.32| $ 497,777.77| $ 516,255.18 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 065 -1 VENDOR RANKING CALL ORDER : 065 CONTRACT ID : 20020301065 COUNTIES : SUMTER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-6012(200) for constructing the Resurfacing and Traffic Stripe on C.R.#34 from S.R.#17 north of Geiger to C.R.#35. Length - 3.123 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 163,693.50 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 065 -2 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20020301065 COUNTIES : SUMTER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 305A000 1222.000 CUYD| 13.25000 16191.50| | Borrow, Section 210, A-4 or Better, for | | | Miscellaneous Use | | | 0020 405A000 1407.000 GAL | 1.00000 1407.00| | Tack Coat | | | 0030 429A240 2328.000 TON | 43.00000 100104.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0040 429B245 150.000 TON | 70.00000 10500.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0050 429B249 225.000 TON | 49.00000 11025.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0060 600A000 LUMP| 8200.00000 8200.00| | Mobilization | | | 0070 652A056 3.000 ACRE| 450.00000 1350.00| | Seeding (Mix 2E) | | | 0080 656A000 3.000 ACRE| 450.00000 1350.00| | Mulching, Class A, Type 1 | | | 0090 665F000 100.000 EACH| 5.00000 500.00| | Hay Bales | | | 0100 665J000 320.000 LF | 4.50000 1440.00| | Silt Fence, Type A | | | 0110 701A004 6.000 MILE| 320.00000 1920.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0120 701A008 3.000 MILE| 180.00000 540.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0130 701A012 5.000 MILE| 310.00000 1550.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 065 -3 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20020301065 COUNTIES : SUMTER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 701C000 5.000 MILE| 320.00000 1600.00| | Broken Temporary Traffic Stripe | | | 0150 701C001 10.000 MILE| 340.00000 3400.00| | Solid Temporary Traffic Stripe | | | 0160 740B000 144.000 SQFT| 14.00000 2016.00| | Construction Signs | | | 0170 740O000 1.000 EACH| 600.00000 600.00| | Pilot Car | | | SECTION TOTALS | $ 163,693.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 163,693.50| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 066 -1 VENDOR RANKING CALL ORDER : 066 CONTRACT ID : 20020301066 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-6103(200) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#511 from Clay County line to Sylacauga city limits. Length - 4.899 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 689,438.50 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 690,163.71 100.1052% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 066 -2 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20020301066 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( ) |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 210D000 25000.000 CUYD| 5.00000 125000.00| 7.84000 196000.00| Borrow Excavation | | | 0020 401B108 63242.000 SQYD| 0.59000 37312.78| 0.62000 39210.04| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 1900.000 GAL | 1.28000 2432.00| 0.89000 1691.00| Tack Coat | | | 0040 424A361 5717.000 TON | 31.27000 178770.59| 30.27000 173053.59| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A366 250.000 TON | 37.66000 9415.00| 37.22000 9305.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424C365 250.000 TON | 65.63000 16407.50| 30.00000 7500.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424C371 1400.000 TON | 33.50000 46900.00| 30.29000 42406.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 96121.10000 96121.10| 23520.66000 23520.66| Mobilization | | | 0090 630A000 2150.000 LF | 12.60000 27090.00| 13.46000 28939.00| Steel Beam Guardrail, Class A, Type 1 | | | 0100 630C070 12.000 EACH| 1470.00000 17640.00| 1570.20000 18842.40| Guardrail End Anchor, Type 10 Series | | | 0110 650A000 6388.000 CUYD| 12.03000 76847.64| 15.70000 100291.60| Topsoil | | | 0120 652A053 11.000 ACRE| 630.00000 6930.00| 504.70000 5551.70| Seeding (Mix 1E) | | | 0130 656A000 11.000 ACRE| 525.00000 5775.00| 504.70000 5551.70| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 066 -3 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20020301066 COUNTIES : TALLADEGA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( ) |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 665F000 200.000 EACH| 8.02000 1604.00| 5.94000 1188.00| Hay Bales | | | 0150 665J000 400.000 LF | 2.84000 1136.00| 3.21000 1284.00| Silt Fence, Type A | | | 0160 701A031 10.000 MILE| 945.00000 9450.00| 1009.41000 10094.10| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0170 701A035 5.000 MILE| 1134.00000 5670.00| 1211.29000 6056.45| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701A045 4.000 MILE| 892.50000 3570.00| 953.33000 3813.32| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701C000 8.000 MILE| 262.50000 2100.00| 280.38000 2243.04| Broken Temporary Traffic Stripe | | | 0200 701C001 10.000 MILE| 367.50000 3675.00| 392.54000 3925.40| Solid Temporary Traffic Stripe | | | 0210 703A002 140.000 SQFT| 2.52000 352.80| 2.69000 376.60| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703D002 140.000 SQFT| 3.05000 427.00| 3.25000 455.00| Temporary Traffic Control Markings | | | (Paint) | | | 0230 705A032 270.000 EACH| 5.25000 1417.50| 5.60000 1512.00| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 320.000 EACH| 5.57000 1782.40| 5.94000 1900.80| Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 454.000 SQFT| 11.03000 5007.62| 8.02000 3641.08| Construction Signs | | | 0260 740E000 50.000 EACH| 13.65000 682.50| 1.19000 59.50| Cones (36 Inches High) | | | 0270 740M001 50.000 EACH| 8.40000 420.00| 1.19000 59.50| Ballast For Cone | | | 0280 740O000 1.000 EACH| 5502.07000 5502.07| 1692.23000 1692.23| Pilot Car | | | SECTION TOTALS | $ 689,438.50| $ 690,163.71| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 689,438.50| $ 690,163.71| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 067 -1 VENDOR RANKING CALL ORDER : 067 CONTRACT ID : 20020301067 COUNTIES : TALLAPOOSA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-6203(200) for constructing the Resurfacing and Traffic Stripe on STPNU-6232(200) C.R.#6 from S.R.#14 in Tallassee to S.R.#49 and on C.R.#47 from C.R.#6 at Sharon Church to C.R.#45. Length 7.788 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 451,142.56 100.0000% 2 05002 EAST ALABAMA PAVING CO., INC. $ 498,977.56 110.6031% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 514,209.10 113.9793% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 567,175.39 125.7198% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 067 -2 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20020301067 COUNTIES : TALLAPOOSA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 05002 |( 3 ) 23024 |APAC-ALABAMA, INC. |EAST ALABAMA PAVING CO., IN |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 405A000 4856.000 GAL | 0.66000 3204.96| 1.20000 5827.20| 1.85000 8983.60 Tack Coat | | | 0020 429A200 4140.000 TON | 28.05000 116127.00| 34.45000 142623.00| 30.25000 125235.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A201 1760.000 TON | 25.70000 45232.00| 31.21000 54929.60| 29.15000 51304.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429B204 600.000 TON | 23.70000 14220.00| 0.00000 0.00| 55.00000 33000.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429B208 6598.000 TON | 25.65000 169238.70| 30.67000 202360.66| 30.10000 198599.80 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 17750.00000 17750.00| 25800.00000 25800.00| 6500.00000 6500.00 Mobilization | | | 0070 630A010 200.000 LF | 14.00000 2800.00| 14.00000 2800.00| 14.00000 2800.00 Steel Beam Guardrail, Class A, Type 1 | | | (Steel Posts) | | | 0080 630C070 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1375.00000 5500.00 Guardrail End Anchor, Type 10 Series | | | 0090 651B000 50.000 TON | 35.00000 1750.00| 35.00000 1750.00| 40.00000 2000.00 Agricultural Limestone | | | 0100 652A056 25.000 ACRE| 500.00000 12500.00| 0.00000 0.00| 600.00000 15000.00 Seeding (Mix 2E) | | | 0110 656A000 25.000 ACRE| 450.00000 11250.00| 0.00000 0.00| 400.00000 10000.00 Mulching, Class A, Type 1 | | | 0120 665F000 80.000 EACH| 5.00000 400.00| 4.00000 320.00| 4.00000 320.00 Hay Bales | | | 0130 665J000 200.000 LF | 5.00000 1000.00| 4.00000 800.00| 4.00000 800.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 067 -3 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20020301067 COUNTIES : TALLAPOOSA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 05002 |( 3 ) 23024 |APAC-ALABAMA, INC. |EAST ALABAMA PAVING CO., IN |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 701A031 16.000 MILE| 900.00000 14400.00| 900.00000 14400.00| 920.00000 14720.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0150 701A035 14.000 MILE| 1080.00000 15120.00| 1080.00000 15120.00| 1050.00000 14700.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 3.000 MILE| 850.00000 2550.00| 850.00000 2550.00| 600.00000 1800.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 5.000 MILE| 250.00000 1250.00| 250.00000 1250.00| 340.00000 1700.00 Broken Temporary Traffic Stripe | | | 0180 701C001 24.000 MILE| 350.00000 8400.00| 350.00000 8400.00| 380.00000 9120.00 Solid Temporary Traffic Stripe | | | 0190 703A002 360.000 SQFT| 2.40000 864.00| 2.40000 864.00| 2.00000 720.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 705A032 102.000 EACH| 5.10000 520.20| 5.10000 520.20| 5.00000 510.00 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 893.000 EACH| 5.30000 4732.90| 5.30000 4732.90| 5.25000 4688.25 Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 363.000 SQFT| 5.60000 2032.80| 10.00000 3630.00| 8.15000 2958.45 Construction Signs | | | 0230 740E000 50.000 EACH| 0.00000 0.00| 10.00000 500.00| 5.00000 250.00 Cones (36 Inches High) | | | 0240 740O000 2.000 EACH| 500.00000 1000.00| 2500.00000 5000.00| 1500.00000 3000.00 Pilot Car | | | SECTION TOTALS | $ 451,142.56| $ 498,977.56| $ 514,209.10 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 451,142.56| $ 498,977.56| $ 514,209.10 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 067 -4 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20020301067 COUNTIES : TALLAPOOSA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 405A000 4856.000 GAL | 0.89000 4321.84| | Tack Coat | | | 0020 429A200 4140.000 TON | 33.11000 137075.40| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A201 1760.000 TON | 33.07000 58203.20| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429B204 600.000 TON | 72.29000 43374.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429B208 6598.000 TON | 32.59000 215028.82| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 10524.23000 10524.23| | Mobilization | | | 0070 630A010 200.000 LF | 15.68000 3136.00| | Steel Beam Guardrail, Class A, Type 1 | | | (Steel Posts) | | | 0080 630C070 4.000 EACH| 1344.94000 5379.76| | Guardrail End Anchor, Type 10 Series | | | 0090 651B000 50.000 TON | 39.22000 1961.00| | Agricultural Limestone | | | 0100 652A056 25.000 ACRE| 560.39000 14009.75| | Seeding (Mix 2E) | | | 0110 656A000 25.000 ACRE| 504.35000 12608.75| | Mulching, Class A, Type 1 | | | 0120 665F000 80.000 EACH| 5.94000 475.20| | Hay Bales | | | 0130 665J000 200.000 LF | 8.91000 1782.00| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 067 -5 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20020301067 COUNTIES : TALLAPOOSA LETTING DATE : 03/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 701A031 16.000 MILE| 1008.70000 16139.20| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0150 701A035 14.000 MILE| 1210.45000 16946.30| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 3.000 MILE| 952.67000 2858.01| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 5.000 MILE| 280.19000 1400.95| | Broken Temporary Traffic Stripe | | | 0180 701C001 24.000 MILE| 392.27000 9414.48| | Solid Temporary Traffic Stripe | | | 0190 703A002 360.000 SQFT| 2.69000 968.40| | Traffic Control Markings, Class 2, Type | | | A | | | 0200 705A032 102.000 EACH| 5.71000 582.42| | Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 893.000 EACH| 5.94000 5304.42| | Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 363.000 SQFT| 8.32000 3020.16| | Construction Signs | | | 0230 740E000 50.000 EACH| 1.19000 59.50| | Cones (36 Inches High) | | | 0240 740O000 2.000 EACH| 1300.80000 2601.60| | Pilot Car | | | SECTION TOTALS | $ 567,175.39| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 567,175.39| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 068 -1 VENDOR RANKING CALL ORDER : 068 CONTRACT ID : 20020301068 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 175 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6400(204) for constructing the Bridge Replacement and Approaches on C.R.#43 over Mill Creek northeast of Boldo. Length - 0.255 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 888,226.30 100.0000% 2 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 897,229.50 101.0136% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 928,373.67 104.5199% 4 13036 THE MORRIS GROUP, INC. $ 948,959.32 106.8376% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 068 -2 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020301068 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 14008 |( 2 ) 23025 |( 3 ) 01007 |NEWELL & BUSH, INC. |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 20000.00000 20000.00 Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 5+68.60 | | | 0030 210A000 5032.000 CUYD| 6.00000 30192.00| 6.00000 30192.00| 7.50000 37740.00 Unclassified Excavation | | | 0040 210D011 2865.000 CUYD| 7.00000 20055.00| 8.00000 22920.00| 5.75000 16473.75 Borrow Excavation (A-4 or Better) | | | 0050 214A000 65.000 CUYD| 7.00000 455.00| 50.00000 3250.00| 10.00000 650.00 Structure Excavation | | | 0060 214B001 19.000 CUYD| 9.00000 171.00| 25.00000 475.00| 38.00000 722.00 Foundation Backfill, Commercial | | | 0070 230A000 11.000 RBST| 300.00000 3300.00| 600.00000 6600.00| 655.00000 7205.00 Roadbed Processing | | | 0080 301A012 2694.000 SQYD| 8.50000 22899.00| 7.00000 18858.00| 6.35000 17106.90 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A004 2582.000 SQYD| 4.25000 10973.50| 3.00000 7746.00| 4.08000 10534.56 Bituminous Treatment E | | | 0100 405A000 100.000 GAL | 2.10000 210.00| 2.00000 200.00| 2.00000 200.00 Tack Coat | | | 0110 429A201 227.000 TON | 54.00000 12258.00| 48.00000 10896.00| 47.78000 10846.06 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B202 452.000 TON | 36.00000 16272.00| 34.00000 15368.00| 33.20000 15006.40 Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0130 430B000 100.000 TON | 25.00000 2500.00| 15.00000 1500.00| 23.00000 2300.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0140 502A000 63500.000 LB | 0.48000 30480.00| 0.55000 34925.00| 0.50000 31750.00 Steel Reinforcement | | | 0150 502B000 LUMP| 35000.00000 35000.00| 33000.00000 33000.00| 35000.00000 35000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 5+62.51, Approx.| | | 66595 lbs. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 068 -3 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020301068 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 14008 |( 2 ) 23025 |( 3 ) 01007 |NEWELL & BUSH, INC. |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0160 505G003 18.000 EACH| 105.00000 1890.00| 100.00000 1800.00| 110.00000 1980.00 Pile Points (Type A, 12") | | | 0170 505M002 567.000 LF | 33.00000 18711.00| 30.00000 17010.00| 28.00000 15876.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0180 506A003 72.000 LF | 200.00000 14400.00| 191.00000 13752.00| 203.00000 14616.00 Drilled Shaft Excavation, 5'-0" Diamete | | | 0190 506B004 100.000 LF | 475.00000 47500.00| 450.00000 45000.00| 480.00000 48000.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0200 506C043 100.000 LF | 95.00000 9500.00| 86.00000 8600.00| 91.50000 9150.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0210 506C044 72.000 LF | 90.00000 6480.00| 86.00000 6192.00| 91.50000 6588.00 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0220 506F006 72.000 LF | 140.00000 10080.00| 132.00000 9504.00| 140.50000 10116.00 Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0230 506G003 4.000 EACH| 2600.00000 10400.00| 2500.00000 10000.00| 2650.00000 10600.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0240 508A000 6182.000 LB | 2.25000 13909.50| 3.00000 18546.00| 1.50000 9273.00 Structural Steel | | | 0250 510A000 177.000 CUYD| 310.00000 54870.00| 525.00000 92925.00| 250.00000 44250.00 Bridge Substructure Concrete, Class A | | | 0260 510C051 LUMP| 130000.00000 130000.00| 122500.00000 122500.00| 145000.00000 145000.00 Bridge Concrete Superstructure, Station | | | 5+62.51, Approx. 253 Cubic Yards | | | 0270 510E000 635.000 SQYD| 3.60000 2286.00| 2.50000 1587.50| 5.00000 3175.00 Grooving Concrete Bridge Decks | | | 0280 511A001 24.000 EACH| 110.00000 2640.00| 250.00000 6000.00| 200.00000 4800.00 Elastomeric Bearings, Type 2 | | | 0290 513B005 464.000 LF | 100.00000 46400.00| 110.00000 51040.00| 100.00000 46400.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0300 513B017 477.000 LF | 135.00000 64395.00| 135.00000 64395.00| 160.00000 76320.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 068 -4 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020301068 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 14008 |( 2 ) 23025 |( 3 ) 01007 |NEWELL & BUSH, INC. |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0310 530A102 45.000 LF | 55.00000 2475.00| 75.00000 3375.00| 41.00000 1845.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530A104 44.000 LF | 65.00000 2860.00| 100.00000 4400.00| 75.00000 3300.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 535A002 37.000 LF | 35.00000 1295.00| 50.00000 1850.00| 30.00000 1110.00 24" Side Drain Pipe | | | 0340 600A000 LUMP| 95000.00000 95000.00| 60000.00000 60000.00| 87575.00000 87575.00 Mobilization | | | 0350 602A000 19.000 EACH| 170.00000 3230.00| 125.00000 2375.00| 150.00000 2850.00 Right Of Way Markers | | | 0360 610C001 2986.000 TON | 22.00000 65692.00| 18.00000 53748.00| 26.00000 77636.00 Loose Riprap, Class 2 | | | 0370 610D000 1820.000 SQYD| 4.00000 7280.00| 2.00000 3640.00| 2.00000 3640.00 Filter Blanket | | | 0380 619A003 2.000 EACH| 1200.00000 2400.00| 500.00000 1000.00| 660.00000 1320.00 24" Roadway Pipe End Treatment, Class 1 | | | 0390 619A005 2.000 EACH| 1500.00000 3000.00| 750.00000 1500.00| 1100.00000 2200.00 36" Roadway Pipe End Treatment, Class 1 | | | 0400 620A000 1.000 CUYD| 400.00000 400.00| 1000.00000 1000.00| 670.00000 670.00 Minor Structure Concrete | | | 0410 621A005 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| 1850.00000 1850.00 Junction Boxes, Type 1 | | | 0420 630A000 750.000 LF | 11.05000 8287.50| 14.00000 10500.00| 14.00000 10500.00 Steel Beam Guardrail, Class A, Type 1 | | | 0430 630C003 4.000 EACH| 1350.00000 5400.00| 1050.00000 4200.00| 1050.00000 4200.00 Guardrail End Anchor, Type 13 | | | 0440 630C050 6.000 EACH| 1700.00000 10200.00| 1250.00000 7500.00| 1250.00000 7500.00 Guardrail End Anchor, Type 20 Series | | | 0450 650B000 883.000 CUYD| 7.00000 6181.00| 3.00000 2649.00| 6.00000 5298.00 Topsoil From Stockpiles | | | 0460 652A053 3.000 ACRE| 700.00000 2100.00| 750.00000 2250.00| 750.00000 2250.00 Seeding (Mix 1E) | | | 0470 656A001 3.000 ACRE| 700.00000 2100.00| 550.00000 1650.00| 750.00000 2250.00 Mulching, Class A, Type 2 | | | 0480 659A001 728.000 SQYD| 2.10000 1528.80| 2.50000 1820.00| 2.00000 1456.00 Erosion Control Netting, Class B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 068 -5 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020301068 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 14008 |( 2 ) 23025 |( 3 ) 01007 |NEWELL & BUSH, INC. |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0490 665A001 1.000 ACRE| 500.00000 500.00| 750.00000 750.00| 500.00000 500.00 Temporary Seeding | | | 0500 665B000 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Temporary Mulching | | | 0510 665F000 28.000 EACH| 10.00000 280.00| 7.00000 196.00| 5.00000 140.00 Hay Bales | | | 0520 665J000 1230.000 LF | 3.00000 3690.00| 4.00000 4920.00| 3.00000 3690.00 Silt Fence, Type A | | | 0530 680A000 LUMP| 8500.00000 8500.00| 22500.00000 22500.00| 13750.00000 13750.00 Engineering Controls | | | 0540 701A031 1.000 MILE| 2100.00000 2100.00| 2000.00000 2000.00| 2125.00000 2125.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0550 701A035 1.000 MILE| 2100.00000 2100.00| 2500.00000 2500.00| 2125.00000 2125.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0560 740B000 250.000 SQFT| 10.00000 2500.00| 12.50000 3125.00| 9.50000 2375.00 Construction Signs | | | 0570 740F002 8.000 EACH| 200.00000 1600.00| 250.00000 2000.00| 325.00000 2600.00 Barricades, Type III | | | 0580 740I005 4.000 EACH| 450.00000 1800.00| 250.00000 1000.00| 360.00000 1440.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 888,226.30| $ 897,229.50| $ 928,373.67 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 888,226.30| $ 897,229.50| $ 928,373.67 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 068 -6 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020301068 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 10000.00000 10000.00| | Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 50000.00000 50000.00| | Removal Of Old Bridge, Station 5+68.60 | | | 0030 210A000 5032.000 CUYD| 7.00000 35224.00| | Unclassified Excavation | | | 0040 210D011 2865.000 CUYD| 15.00000 42975.00| | Borrow Excavation (A-4 or Better) | | | 0050 214A000 65.000 CUYD| 20.00000 1300.00| | Structure Excavation | | | 0060 214B001 19.000 CUYD| 20.00000 380.00| | Foundation Backfill, Commercial | | | 0070 230A000 11.000 RBST| 485.10000 5336.10| | Roadbed Processing | | | 0080 301A012 2694.000 SQYD| 6.95000 18723.30| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A004 2582.000 SQYD| 4.75000 12264.50| | Bituminous Treatment E | | | 0100 405A000 100.000 GAL | 1.25000 125.00| | Tack Coat | | | 0110 429A201 227.000 TON | 48.06000 10909.62| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B202 452.000 TON | 43.75000 19775.00| | Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0130 430B000 100.000 TON | 20.00000 2000.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0140 502A000 63500.000 LB | 0.45000 28575.00| | Steel Reinforcement | | | 0150 502B000 LUMP| 31000.00000 31000.00| | Steel Reinforcement For Bridge | | | Superstructure, Station 5+62.51, Approx.| | | 66595 lbs. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 068 -7 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020301068 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0160 505G003 18.000 EACH| 70.00000 1260.00| | Pile Points (Type A, 12") | | | 0170 505M002 567.000 LF | 26.00000 14742.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0180 506A003 72.000 LF | 202.00000 14544.00| | Drilled Shaft Excavation, 5'-0" Diamete | | | 0190 506B004 100.000 LF | 477.00000 47700.00| | Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0200 506C043 100.000 LF | 91.00000 9100.00| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0210 506C044 72.000 LF | 91.00000 6552.00| | Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0220 506F006 72.000 LF | 140.00000 10080.00| | Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0230 506G003 4.000 EACH| 2650.00000 10600.00| | Crosshole Sonic Logging, 4'-6" Diameter | | | 0240 508A000 6182.000 LB | 2.00000 12364.00| | Structural Steel | | | 0250 510A000 177.000 CUYD| 395.00000 69915.00| | Bridge Substructure Concrete, Class A | | | 0260 510C051 LUMP| 95000.00000 95000.00| | Bridge Concrete Superstructure, Station | | | 5+62.51, Approx. 253 Cubic Yards | | | 0270 510E000 635.000 SQYD| 5.00000 3175.00| | Grooving Concrete Bridge Decks | | | 0280 511A001 24.000 EACH| 115.00000 2760.00| | Elastomeric Bearings, Type 2 | | | 0290 513B005 464.000 LF | 102.00000 47328.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0300 513B017 477.000 LF | 145.00000 69165.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 068 -8 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020301068 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0310 530A102 45.000 LF | 42.00000 1890.00| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530A104 44.000 LF | 63.00000 2772.00| | 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 535A002 37.000 LF | 33.00000 1221.00| | 24" Side Drain Pipe | | | 0340 600A000 LUMP| 121000.00000 121000.00| | Mobilization | | | 0350 602A000 19.000 EACH| 60.00000 1140.00| | Right Of Way Markers | | | 0360 610C001 2986.000 TON | 17.00000 50762.00| | Loose Riprap, Class 2 | | | 0370 610D000 1820.000 SQYD| 2.00000 3640.00| | Filter Blanket | | | 0380 619A003 2.000 EACH| 665.00000 1330.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0390 619A005 2.000 EACH| 995.00000 1990.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0400 620A000 1.000 CUYD| 650.00000 650.00| | Minor Structure Concrete | | | 0410 621A005 1.000 EACH| 2100.00000 2100.00| | Junction Boxes, Type 1 | | | 0420 630A000 750.000 LF | 14.00000 10500.00| | Steel Beam Guardrail, Class A, Type 1 | | | 0430 630C003 4.000 EACH| 1050.00000 4200.00| | Guardrail End Anchor, Type 13 | | | 0440 630C050 6.000 EACH| 1250.00000 7500.00| | Guardrail End Anchor, Type 20 Series | | | 0450 650B000 883.000 CUYD| 5.00000 4415.00| | Topsoil From Stockpiles | | | 0460 652A053 3.000 ACRE| 450.00000 1350.00| | Seeding (Mix 1E) | | | 0470 656A001 3.000 ACRE| 425.00000 1275.00| | Mulching, Class A, Type 2 | | | 0480 659A001 728.000 SQYD| 1.35000 982.80| | Erosion Control Netting, Class B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 068 -9 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020301068 COUNTIES : WALKER LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0490 665A001 1.000 ACRE| 375.00000 375.00| | Temporary Seeding | | | 0500 665B000 1.000 ACRE| 360.00000 360.00| | Temporary Mulching | | | 0510 665F000 28.000 EACH| 5.00000 140.00| | Hay Bales | | | 0520 665J000 1230.000 LF | 3.20000 3936.00| | Silt Fence, Type A | | | 0530 680A000 LUMP| 34000.00000 34000.00| | Engineering Controls | | | 0540 701A031 1.000 MILE| 2000.00000 2000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0550 701A035 1.000 MILE| 2000.00000 2000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0560 740B000 250.000 SQFT| 7.00000 1750.00| | Construction Signs | | | 0570 740F002 8.000 EACH| 225.00000 1800.00| | Barricades, Type III | | | 0580 740I005 4.000 EACH| 252.00000 1008.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 948,959.32| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 948,959.32| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 070 -1 VENDOR RANKING CALL ORDER : 070 CONTRACT ID : 20020301070 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPBH-7112 (600) for constructing the Additional Lanes (Including Signals) on C.R.#17 from Southlake in Hoover to near Caldwell Mill Road. Length 1.939 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16048 WALKER PATTON COMPANY, INC. $ 2,367,497.65 100.0000% 2 01018 APAC-ALABAMA, INC. $ 2,380,439.34 100.5466% 3 04009 W. W. DYAR & SONS, INC. $ 2,521,068.90 106.4866% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 070 -2 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20020301070 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( 3 ) 04009 |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 150000.00000 150000.00| 105000.00000 105000.00| 67100.00000 67100.00 Clearing & Grubbing (Approximately 10 | | | Acres) | | | 0020 206C010 170.000 SQYD| 6.00000 1020.00| 5.25000 892.50| 6.00000 1020.00 Removing Concrete Driveway | | | 0030 206D000 957.000 LF | 5.00000 4785.00| 8.40000 8038.80| 3.00000 2871.00 Removing Pipe | | | 0040 206D002 4882.000 LF | 3.00000 14646.00| 4.20000 20504.40| 3.00000 14646.00 Removing Curb | | | 0050 206D003 1768.000 LF | 3.00000 5304.00| 4.20000 7425.60| 3.00000 5304.00 Removing Curb And Gutter | | | 0060 206E000 11.000 EACH| 200.00000 2200.00| 525.00000 5775.00| 100.00000 1100.00 Removing Headwalls | | | 0070 206E001 8.000 EACH| 250.00000 2000.00| 525.00000 4200.00| 200.00000 1600.00 Removing Inlets | | | 0080 210A000 6592.000 CUYD| 7.00000 46144.00| 8.40000 55372.80| 6.00000 39552.00 Unclassified Excavation | | | 0090 210D000 5471.000 CUYD| 10.00000 54710.00| 10.50000 57445.50| 12.00000 65652.00 Borrow Excavation | | | 0100 214A000 2801.000 CUYD| 20.00000 56020.00| 10.50000 29410.50| 8.00000 22408.00 Structure Excavation | | | 0110 214B001 1391.000 CUYD| 19.38000 26957.58| 17.85000 24829.35| 28.00000 38948.00 Foundation Backfill, Commercial | | | 0120 230A000 127.000 RBST| 250.00000 31750.00| 215.00000 27305.00| 235.00000 29845.00 Roadbed Processing | | | 0130 305B061 459.000 TON | 17.00000 7803.00| 25.64000 11768.76| 40.00000 18360.00 Coarse Aggregate, Section 801, (ALDOT | | | 810),For Miscellaneous Use | | | 0140 405A000 2328.000 GAL | 0.95000 2211.60| 3.17000 7379.76| 3.45000 8031.60 Tack Coat | | | 0150 424A361 4364.000 TON | 35.40000 154485.60| 32.79000 143095.56| 36.00000 157104.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0160 424A366 1000.000 TON | 35.25000 35250.00| 37.59000 37590.00| 41.00000 41000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 070 -3 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20020301070 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( 3 ) 04009 |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0170 424B652 4237.000 TON | 30.65000 129864.05| 30.13000 127660.81| 33.00000 139821.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0180 424B659 8938.000 TON | 30.05000 268586.90| 33.24000 297099.12| 36.10000 322661.80 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B682 8781.000 TON | 32.90000 288894.90| 33.17000 291265.77| 36.00000 316116.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 430B036 500.000 TON | 17.00000 8500.00| 12.60000 6300.00| 40.00000 20000.00 Aggregate Surfacing (ALDOT #4, #5, #6, | | | #7, #8, Or #9) | | | 0210 530A001 3549.000 LF | 26.00000 92274.00| 21.00000 74529.00| 24.00000 85176.00 18" Roadway Pipe (Class 3 R.C.) | | | 0220 530A002 694.000 LF | 38.00000 26372.00| 26.25000 18217.50| 28.00000 19432.00 24" Roadway Pipe (Class 3 R.C.) | | | 0230 530A003 212.000 LF | 49.00000 10388.00| 42.00000 8904.00| 36.00000 7632.00 30" Roadway Pipe (Class 3 R.C.) | | | 0240 530A004 707.000 LF | 59.00000 41713.00| 57.75000 40829.25| 42.00000 29694.00 36" Roadway Pipe (Class 3 R.C.) | | | 0250 530A005 81.000 LF | 79.00000 6399.00| 73.50000 5953.50| 47.00000 3807.00 42" Roadway Pipe (Class 3 R.C.) | | | 0260 530A101 15.000 LF | 51.00000 765.00| 31.50000 472.50| 40.00000 600.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0270 530A102 30.000 LF | 64.00000 1920.00| 52.50000 1575.00| 40.00000 1200.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0280 535A001 225.000 LF | 26.00000 5850.00| 21.00000 4725.00| 24.00000 5400.00 18" Side Drain Pipe | | | 0290 600A000 LUMP| 150987.00000 150987.00| 24675.00000 24675.00| 180000.00000 180000.00 Mobilization | | | 0300 602C000 8.000 EACH| 150.00000 1200.00| 424.62000 3396.96| 150.00000 1200.00 Permanent Easement Marker | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 070 -4 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20020301070 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( 3 ) 04009 |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0310 606A000 1000.000 LF | 9.50000 9500.00| 9.45000 9450.00| 10.00000 10000.00 6" Underdrain Pipe | | | 0320 610C001 120.000 TON | 22.25000 2670.00| 18.90000 2268.00| 34.00000 4080.00 Loose Riprap, Class 2 | | | 0330 610D003 159.000 SQYD| 3.00000 477.00| 4.20000 667.80| 5.00000 795.00 Filter Blanket, Geotextile | | | 0340 614A000 301.000 CUYD| 240.00000 72240.00| 236.25000 71111.25| 275.00000 82775.00 Slope Paving | | | 0350 618B003 111.000 SQYD| 32.00000 3552.00| 34.65000 3846.15| 36.00000 3996.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0360 619A002 19.000 EACH| 500.00000 9500.00| 577.50000 10972.50| 500.00000 9500.00 18" Roadway Pipe End Treatment, Class 1 | | | 0370 619A003 3.000 EACH| 725.00000 2175.00| 630.00000 1890.00| 700.00000 2100.00 24" Roadway Pipe End Treatment, Class 1 | | | 0380 619A004 1.000 EACH| 850.00000 850.00| 787.50000 787.50| 900.00000 900.00 30" Roadway Pipe End Treatment, Class 1 | | | 0390 619A055 2.000 EACH| 1690.00000 3380.00| 892.50000 1785.00| 1800.00000 3600.00 36" Roadway Pipe End Treatment, Class 2 | | | 0400 619A056 2.000 EACH| 2080.00000 4160.00| 945.00000 1890.00| 2600.00000 5200.00 42" Roadway Pipe End Treatment, Class 2 | | | 0410 619A101 10.000 EACH| 500.00000 5000.00| 577.50000 5775.00| 500.00000 5000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0420 619A202 1.000 EACH| 1125.00000 1125.00| 1050.00000 1050.00| 1800.00000 1800.00 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0430 620A000 2.000 CUYD| 1000.00000 2000.00| 630.00000 1260.00| 600.00000 1200.00 Minor Structure Concrete | | | 0440 621A000 1.000 EACH| 2000.00000 2000.00| 2021.25000 2021.25| 2000.00000 2000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0450 621A001 3.000 EACH| 2250.00000 6750.00| 2021.25000 6063.75| 3500.00000 10500.00 Junction Boxes, Type 1, 2P Or 5 | | | 0460 621C015 47.000 EACH| 1800.00000 84600.00| 2362.50000 111037.50| 1800.00000 84600.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0470 621C016 9.000 EACH| 2028.00000 18252.00| 2362.50000 21262.50| 2400.00000 21600.00 Inlets, Type S2 Or S4 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 070 -5 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20020301070 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( 3 ) 04009 |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0480 621C017 5.000 EACH| 2100.00000 10500.00| 2625.00000 13125.00| 2200.00000 11000.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0490 621D015 32.000 EACH| 475.00000 15200.00| 525.00000 16800.00| 300.00000 9600.00 Inlet Units, Type S1 Or S3 | | | 0500 621D016 3.000 EACH| 515.00000 1545.00| 525.00000 1575.00| 400.00000 1200.00 Inlet Units, Type S2 Or S4 | | | 0510 621I000 2.000 EACH| 5250.00000 10500.00| 3675.00000 7350.00| 5000.00000 10000.00 Stilling Basins, Type 00 | | | 0520 621I001 2.000 EACH| 5250.00000 10500.00| 5250.00000 10500.00| 6000.00000 12000.00 Stilling Basins, Type 1 | | | 0530 623A003 807.000 LF | 13.50000 10894.50| 13.65000 11015.55| 14.00000 11298.00 Concrete Gutter (4' 0" Wide) | | | 0540 623B001 110.000 LF | 36.00000 3960.00| 34.65000 3811.50| 45.00000 4950.00 Concrete Curb, Type N Special | | | 0550 623C000 22219.000 LF | 7.10000 157754.90| 8.67000 192638.73| 9.00000 199971.00 Combination Curb & Gutter, Type C | | | 0560 650A000 3445.000 CUYD| 7.85000 27043.25| 15.75000 54258.75| 12.00000 41340.00 Topsoil | | | 0570 652A050 7.000 ACRE| 500.00000 3500.00| 795.38000 5567.66| 495.00000 3465.00 Seeding (Mix 1A) | | | 0580 652B050 7.000 ACRE| 450.00000 3150.00| 530.25000 3711.75| 440.00000 3080.00 Temporary Seeding (Mix 1AT) | | | 0590 652C000 7.000 ACRE| 0.01000 0.07| 79.54000 556.78| 110.00000 770.00 Mowing | | | 0600 652D050 7.000 ACRE| 600.00000 4200.00| 636.30000 4454.10| 495.00000 3465.00 Seeding In Stubble (Mix 1A) | | | 0610 654A000 1467.000 SQYD| 4.50000 6601.50| 4.50000 6601.50| 3.85000 5647.95 Solid Sodding | | | 0620 656A000 14.000 ACRE| 500.00000 7000.00| 530.25000 7423.50| 495.00000 6930.00 Mulching, Class A, Type 1 | | | 0630 665A000 7.000 ACRE| 450.00000 3150.00| 530.25000 3711.75| 440.00000 3080.00 Temporary Seeding | | | 0640 665B000 7.000 ACRE| 450.00000 3150.00| 530.25000 3711.75| 440.00000 3080.00 Temporary Mulching | | | 0650 665F000 500.000 EACH| 5.00000 2500.00| 6.30000 3150.00| 5.00000 2500.00 Hay Bales | | | 0660 665G000 500.000 EACH| 3.50000 1750.00| 6.30000 3150.00| 5.00000 2500.00 Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 070 -6 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20020301070 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( 3 ) 04009 |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0670 665I000 374.000 TON | 22.25000 8321.50| 16.80000 6283.20| 32.00000 11968.00 Temporary Riprap, Class 2 | | | 0680 665J000 14290.000 LF | 1.50000 21435.00| 3.15000 45013.50| 4.00000 57160.00 Silt Fence, Type A | | | 0690 665K000 55.000 CUYD| 10.00000 550.00| 15.75000 866.25| 9.00000 495.00 Drainage Sump Excavation | | | 0700 680A000 LUMP| 50000.00000 50000.00| 119700.00000 119700.00| 70000.00000 70000.00 Engineering Controls | | | 0710 701A031 1.000 MILE| 900.00000 900.00| 945.00000 945.00| 990.00000 990.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0720 701A035 3.000 MILE| 1100.00000 3300.00| 1155.00000 3465.00| 1210.00000 3630.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0730 701A040 2.000 MILE| 650.00000 1300.00| 682.50000 1365.00| 715.00000 1430.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0740 701A045 2.000 MILE| 650.00000 1300.00| 682.50000 1365.00| 715.00000 1430.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0750 701B005 1415.000 LF | 0.40000 566.00| 0.42000 594.30| 0.45000 636.75 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0760 701C000 2.000 MILE| 280.00000 560.00| 294.00000 588.00| 310.00000 620.00 Broken Temporary Traffic Stripe | | | 0770 701C001 2.000 MILE| 300.00000 600.00| 315.00000 630.00| 330.00000 660.00 Solid Temporary Traffic Stripe | | | 0780 701D007 1.000 MILE| 850.00000 850.00| 892.50000 892.50| 935.00000 935.00 Solid Traffic Stripe Removed (Paint) | | | 0790 701D014 1.000 MILE| 650.00000 650.00| 682.50000 682.50| 715.00000 715.00 Broken Traffic Stripe Removed (Paint) | | | 0800 703A002 6722.000 SQFT| 1.70000 11427.40| 1.80000 12099.60| 2.00000 13444.00 Traffic Control Markings, Class 2, Type | | | A | | | 0810 703B002 497.000 SQFT| 1.70000 844.90| 1.80000 894.60| 2.00000 994.00 Traffic Control Legends, Class 2, Type | | | 0820 703D001 1200.000 SQFT| 1.00000 1200.00| 1.05000 1260.00| 1.10000 1320.00 Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 070 -7 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20020301070 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( 3 ) 04009 |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0830 705A030 18.000 EACH| 4.25000 76.50| 4.50000 81.00| 4.75000 85.50 Pavement Markers, Class A-H, Type 2-C | | | 0840 705A031 74.000 EACH| 4.25000 314.50| 4.50000 333.00| 4.75000 351.50 Pavement Markers, Class A-H, Type 1-A | | | 0850 705A037 389.000 EACH| 4.25000 1653.25| 4.50000 1750.50| 4.75000 1847.75 Pavement Markers, Class A-H, Type 2-D | | | 0860 705A038 55.000 EACH| 4.25000 233.75| 4.50000 247.50| 4.75000 261.25 Pavement Markers, Class A-H, Type 2-E | | | 0870 710A115 68.000 SQFT| 12.00000 816.00| 16.70000 1135.60| 35.00000 2380.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0880 710A126 72.000 SQFT| 16.00000 1152.00| 17.80000 1281.60| 40.00000 2880.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0890 710B001 260.000 LF | 5.10000 1326.00| 4.80000 1248.00| 10.00000 2600.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0900 730A012 LUMP| 500.00000 500.00| 787.50000 787.50| 550.00000 550.00 Removal Of Existing Traffic Control | | | Unit (Partial) (VALLEYDALE RD AT SOUTH | | | LAKE PKWY) | | | 0910 730C016 LUMP| 500.00000 500.00| 1575.00000 1575.00| 550.00000 550.00 Furnishing And Installing Traffic | | | Control Unit (Partial) (VALLEYDALE RD | | | AT SOUTHLAKE PKWY) | | | 0920 730H001 1928.000 LF | 2.00000 3856.00| 2.36000 4550.08| 2.10000 4048.80 Loop Wire | | | 0930 730I001 2380.000 LF | 1.50000 3570.00| 1.05000 2499.00| 1.65000 3927.00 Loop Detector Lead-In-Cable | | | 0940 730J010 9.000 EACH| 150.00000 1350.00| 183.75000 1653.75| 165.00000 1485.00 Vehicle Loop Detector | | | 0950 730K000 5.000 EACH| 300.00000 1500.00| 367.50000 1837.50| 330.00000 1650.00 Traffic Signal Junction Box | | | 0960 730L003 625.000 LF | 5.00000 3125.00| 3.15000 1968.75| 5.50000 3437.50 1", Non-Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 070 -8 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20020301070 COUNTIES : SHELBY LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( 3 ) 04009 |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0970 730L005 30.000 LF | 7.00000 210.00| 3.50000 105.00| 7.70000 231.00 2", Non-Metallic, Conduit | | | 0980 740B000 667.000 SQFT| 12.00000 8004.00| 7.25000 4835.75| 12.00000 8004.00 Construction Signs | | | 0990 740D000 950.000 EACH| 75.00000 71250.00| 77.10000 73245.00| 60.00000 57000.00 Channelizing Drums | | | 1000 740E000 600.000 EACH| 12.00000 7200.00| 13.10000 7860.00| 20.00000 12000.00 Cones (36 Inches High) | | | 1010 740M001 600.000 EACH| 7.50000 4500.00| 8.30000 4980.00| 10.00000 6000.00 Ballast For Cone | | | 1020 741C010 2.000 EACH| 5000.00000 10000.00| 5800.00000 11600.00| 5000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1030 756A021 49.000 LF | 25.00000 1225.00| 23.10000 1131.90| 27.50000 1347.50 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1040 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,367,497.65| $ 2,380,439.34| $ 2,521,068.90 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 2,367,497.65| $ 2,380,439.34| $ 2,521,068.90 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -1 VENDOR RANKING CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPMB-7535(600) for constructing the Additional Lanes including Signals on Old Shell Road from Hillcrest Road to east of University Boulevard in Mobile. Length - 2.125 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 3,954,674.59 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 3,955,918.85 100.0315% 3 19058 S. J. & L., INC. $ 4,055,827.00 102.5578% 4 23029 J. S. WALTON & COMPANY, INC. $ 4,093,645.09 103.5141% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -2 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 109718.00000 109718.00| 146911.00000 146911.00| 205000.00000 205000.00 Clearing & Grubbing (Approximately 8 | | | Hectares) | | | 0020 206C002M 24.000 M2 | 9.53000 228.72| 3.40000 81.60| 7.80000 187.20 Removing Concrete Slope Paving | | | 0030 206C010M 312.000 M2 | 4.26000 1329.12| 4.78000 1491.36| 4.20000 1310.40 Removing Concrete Driveway | | | 0040 206D000M 832.000 M | 28.65000 23836.80| 27.54000 22913.28| 18.10000 15059.20 Removing Pipe | | | 0050 206D003M 1638.000 M | 5.78000 9467.64| 9.97000 16330.86| 7.25000 11875.50 Removing Curb And Gutter | | | 0060 206D011M 831.000 M | 10.55000 8767.05| 2.60000 2160.60| 6.10000 5069.10 Removing Fence | | | 0070 206E000M 14.000 EACH| 90.06000 1260.84| 119.91000 1678.74| 94.00000 1316.00 Removing Headwalls | | | 0080 206E001M 10.000 EACH| 90.06000 900.60| 167.87000 1678.70| 187.50000 1875.00 Removing Inlets | | | 0090 210A000M 20757.000 M3 | 5.12000 106275.84| 3.79000 78669.03| 5.65000 117277.05 Unclassified Excavation | | | 0100 214A000M 8408.000 M3 | 1.39000 11687.12| 5.21000 43805.68| 4.85000 40778.80 Structure Excavation | | | 0110 214B000M 2133.000 M3 | 8.56000 18258.48| 8.54000 18215.82| 3.30000 7038.90 Foundation Backfill, Local | | | 0120 230A000M 29.000 RBST| 718.71000 20842.59| 586.53000 17009.37| 670.00000 19430.00 Roadbed Processing | | | 0130 301A012M 27650.000 M2 | 9.91000 274011.50| 7.98000 220647.00| 7.00000 193550.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0140 401A000M 20079.000 M2 | 0.26000 5220.54| 0.58000 11645.82| 0.30000 6023.70 Bituminous Treatment A | | | 0150 401B102M 17365.000 SQ M| 1.69000 29346.85| 1.79000 31083.35| 1.80000 31257.00 Bituminous Treatment H (With Polymer | | | Additive) | | | 0160 405A000M 9286.000 L | 0.26000 2414.36| 0.20000 1857.20| 0.30000 2785.80 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -3 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0170 408A051M 5872.000 M2 | 1.32000 7751.04| 2.00000 11744.00| 1.40000 8220.80 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0180 410B000M 1.000 EACH| 2110.00000 2110.00| 4252.73000 4252.73| 2242.00000 2242.00 State Furnished Profilograph | | | 0190 424A340M 2401.000 MTON| 45.10000 108285.10| 39.88000 95751.88| 47.90000 115007.90 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0200 424A346M 823.000 MTON| 45.10000 37117.30| 55.20000 45429.60| 47.90000 39421.70 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,12.5mm Maximum | | | Aggregate SIze Mix, ESAL Range A/B | | | 0210 424B636M 4131.000 MTON| 41.15000 169990.65| 37.53000 155036.43| 43.70000 180524.70 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0220 424B644M 525.000 MTON| 41.15000 21603.75| 57.67000 30276.75| 43.70000 22942.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,25.0mm Maximum | | | Aggregate SIze Mix, ESAL Range A/B | | | 0230 424B666M 2932.000 MTON| 41.15000 120651.80| 40.21000 117895.72| 43.70000 128128.40 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0240 424B670M 100.000 MTON| 51.17000 5117.00| 47.69000 4769.00| 112.00000 11200.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0250 430B040M 2500.000 MTON| 26.83000 67075.00| 20.18000 50450.00| 19.55000 48875.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0260 502A000M 1300.000 KG | 1.51000 1963.00| 1.74000 2262.00| 1.85000 2405.00 Steel Reinforcement | | | 0270 530A001M 1497.000 M | 81.82000 122484.54| 75.45000 112948.65| 87.00000 130239.00 450 mm Roadway Pipe (Class 3 R.C.) | | | 0280 530A002M 403.000 M | 126.93000 51152.79| 100.62000 40549.86| 119.75000 48259.25 600 mm Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -4 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0290 530A003M 40.000 M | 172.06000 6882.40| 141.26000 5650.40| 162.50000 6500.00 750 mm Roadway Pipe (Class 3 R.C.) | | | 0300 530A004M 209.000 M | 231.70000 48425.30| 200.25000 41852.25| 221.00000 46189.00 900 mm Roadway Pipe (Class 3 R.C.) | | | 0310 530A005M 41.000 M | 299.21000 12267.61| 245.77000 10076.57| 291.50000 11951.50 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0320 530A006M 237.000 M | 349.54000 82840.98| 298.01000 70628.37| 301.00000 71337.00 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0330 530B001M 40.000 M | 119.53000 4781.20| 104.77000 4190.80| 112.50000 4500.00 560 mm Span X 345 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0340 530B003M 18.000 M | 190.64000 3431.52| 190.92000 3436.56| 174.75000 3145.50 920 mm Span X 570 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0350 530B006M 3.000 M | 691.46000 2074.38| 505.11000 1515.33| 358.50000 1075.50 1485 mm Span X 915 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0360 532A031M 484.000 M | 242.65000 117442.60| 279.71000 135379.64| 258.00000 124872.00 375 mm Slotted Drain Pipe | | | 0370 535A033M 9.000 M | 132.25000 1190.25| 107.44000 966.96| 125.50000 1129.50 525 Millimeter Sidedrain Pipe (P.C.) | | | 0380 600A000M LUMP| 135487.00000 135487.00| 171278.18000 171278.18| 174000.00000 174000.00 Mobilization | | | 0390 602A000M 96.000 EACH| 118.01000 11328.96| 127.55000 12244.80| 107.00000 10272.00 Right Of Way Markers | | | 0400 602C000M 3.000 EACH| 293.78000 881.34| 127.55000 382.65| 263.50000 790.50 Permanent Easement Marker | | | 0415 605A001M 692.000 M | 30.65000 21209.80| 31.63000 21887.96| 31.65000 21901.80 Pavement Edge Drain | | | 0420 606A012M 1250.000 M | 29.13000 36412.50| 22.47000 28087.50| 14.35000 17937.50 150 mm Underdrain Pipe, Type 8 | | | 0430 610C001M 36.000 MTON| 50.02000 1800.72| 36.94000 1329.84| 31.75000 1143.00 Loose Riprap, Class 2 | | | 0440 610D003M 223.000 M2 | 2.71000 604.33| 3.17000 706.91| 1.90000 423.70 Filter Blanket, Geotextile | | | 0450 614A000M 101.000 M3 | 472.64000 47736.64| 327.21000 33048.21| 347.50000 35097.50 Slope Paving | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -5 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0460 618A000M 4519.000 M2 | 27.43000 123956.17| 25.33000 114466.27| 26.90000 121561.10 Concrete Sidewalk, 100 mm Thick | | | 0470 618B002M 495.000 M2 | 48.53000 24022.35| 35.46000 17552.70| 37.65000 18636.75 Concrete Driveway, 150 mm Thick | | | 0480 619A002M 2.000 EACH| 379.80000 759.60| 343.04000 686.08| 364.50000 729.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0490 619A003M 2.000 EACH| 448.38000 896.76| 421.15000 842.30| 447.00000 894.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0500 619A004M 1.000 EACH| 506.40000 506.40| 474.98000 474.98| 504.50000 504.50 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0510 619A052M 1.000 EACH| 780.70000 780.70| 728.30000 728.30| 773.50000 773.50 450 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0520 619B018M 1.000 EACH| 516.95000 516.95| 686.08000 686.08| 728.50000 728.50 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0530 620A000M 2.000 M3 | 797.58000 1595.16| 844.40000 1688.80| 896.50000 1793.00 Minor Structure Concrete | | | 0540 621A011M 32.000 EACH| 1999.23000 63975.36| 2322.10000 74307.20| 2914.00000 93248.00 Junction Boxes, Type 1 Or 1P | | | 0550 621A013M 1.000 EACH| 3423.48000 3423.48| 3166.50000 3166.50| 3363.00000 3363.00 Junction Boxes, Type Special | | | 0560 621B011M 8.000 EACH| 305.95000 2447.60| 369.43000 2955.44| 392.50000 3140.00 Junction Box Units, Type 1 Or 1P | | | 0570 621C001M 4.000 EACH| 1941.20000 7764.80| 1688.80000 6755.20| 1793.00000 7172.00 Inlets, Type B | | | 0580 621C015M 36.000 EACH| 1529.75000 55071.00| 1899.90000 68396.40| 2130.00000 76680.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0590 621C017M 6.000 EACH| 1603.60000 9621.60| 2216.55000 13299.30| 2354.00000 14124.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0600 621C030M 2.000 EACH| 7068.50000 14137.00| 2638.75000 5277.50| 3923.00000 7846.00 Inlets, Type "Special" | | | 0610 621C031M 4.000 EACH| 1550.85000 6203.40| 2216.55000 8866.20| 2354.00000 9416.00 Inlets, Type S3 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -6 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0620 621C052M 4.000 EACH| 3133.35000 12533.40| 2322.10000 9288.40| 2466.00000 9864.00 Inlets, Type B (Special) | | | 0630 621C071M 4.000 EACH| 4489.03000 17956.12| 2533.20000 10132.80| 2690.00000 10760.00 Inlets, Type S3 (1 Wing) (Modified) | | | 0640 621C072M 1.000 EACH| 4826.63000 4826.63| 2849.85000 2849.85| 3026.00000 3026.00 Inlets, Type S3 (2 Wing) (Modified) | | | 0650 621C076M 5.000 EACH| 3259.95000 16299.75| 4433.10000 22165.50| 4708.00000 23540.00 Inlets, Type E (Modified) | | | 0660 621C090M 2.000 EACH| 5021.80000 10043.60| 3810.36000 7620.72| 4046.00000 8092.00 Inlets, Type S4 (1 Wing)(Special) | | | 0670 621C109M 17.000 EACH| 2721.90000 46272.30| 3476.82000 59105.94| 3692.00000 62764.00 Inlets, Type PD | | | 0680 621C116M 3.000 EACH| 4552.33000 13656.99| 3082.06000 9246.18| 3273.00000 9819.00 Inlets, Type S3 (1Wing) (Special) | | | 0690 621D015M 17.000 EACH| 305.95000 5201.15| 369.43000 6280.31| 392.50000 6672.50 Inlet Units, Type S1 Or S3 | | | 0700 621D020M 2.000 EACH| 305.95000 611.90| 369.43000 738.86| 392.50000 785.00 Inlet Units, Type S3 | | | 0710 621D109M 7.000 EACH| 316.50000 2215.50| 316.65000 2216.55| 336.50000 2355.50 Inlet Units, Type PD | | | 0720 621E025M 2.000 EACH| 2426.50000 4853.00| 2557.22000 5114.44| 1759.00000 3518.00 Manholes, Type Special (Sanitary - 1219 | | | 2 Millimeter Diameter) | | | 0730 621F025M 2.000 EACH| 509.57000 1019.14| 445.21000 890.42| 395.50000 791.00 Manhole Units, Type Special (Sanitary - | | | 1219.2 Millimeter Diameter) | | | 0740 621J000M 2.000 EACH| 1455.90000 2911.80| 1161.05000 2322.10| 681.50000 1363.00 Connection To Existing Manhole | | | 0750 621L000M 2.000 EACH| 970.60000 1941.20| 105.55000 211.10| 189.50000 379.00 Abandon Existing Manhole | | | 0760 621M000M 1.000 EACH| 970.60000 970.60| 791.63000 791.63| 379.00000 379.00 Remove Existing Manhole | | | 0770 622A002M 32.000 EACH| 242.65000 7764.80| 527.75000 16888.00| 465.00000 14880.00 Manhole Covers Reset (Sanitary) | | | 0780 623A000M 879.000 M | 78.07000 68623.53| 84.44000 74222.76| 101.00000 88779.00 Concrete Gutter | | | 0790 623B002M 2115.000 M | 26.48000 56005.20| 27.55000 58268.25| 29.25000 61863.75 Concrete Curb, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -7 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0800 623C000M 3530.000 M | 32.71000 115466.30| 29.55000 104311.50| 33.05000 116666.50 Combination Curb & Gutter, Type C | | | 0810 634A000M 290.000 M | 21.73000 6301.70| 18.66000 5411.40| 22.05000 6394.50 Industrial Fence, 1.22 Meters High | | | 0820 634A002M 390.000 M | 37.08000 14461.20| 25.68000 10015.20| 25.75000 10042.50 Industrial Fence, 1.83 Meters High | | | 0830 634D004M 3.000 EACH| 1266.00000 3798.00| 738.85000 2216.55| 1121.00000 3363.00 Gate, 4.27 Meters Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 0840 641A002M 81.000 M | 101.67000 8235.27| 25.64000 2076.84| 37.60000 3045.60 25.4 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 0850 641A004M 6.000 M | 106.77000 640.62| 49.24000 295.44| 108.50000 651.00 50.8 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 0860 641A035M 78.000 M | 52.90000 4126.20| 88.06000 6868.68| 41.95000 3272.10 152.4 Millimeter D.I. Water Main Laid | | | 0870 641A036M 1741.000 M | 63.33000 110257.53| 60.56000 105434.96| 44.10000 76778.10 203.2 Millimeter D.I. Water Main Laid | | | 0880 641A037M 29.000 M | 79.73000 2312.17| 93.14000 2701.06| 64.00000 1856.00 254 Millimeter D.I. Water Main Laid | | | 0890 641A038M 8.000 M | 91.57000 732.56| 182.34000 1458.72| 136.50000 1092.00 304.8 Millimeter D.I. Water Main Laid | | | 0900 641A040M 916.000 M | 98.36000 90097.76| 118.75000 108775.00| 129.00000 118164.00 406.4 Millimeter D.I. Water Main Laid | | | 0910 641A048M 8.000 M | 43.92000 351.36| 157.84000 1262.72| 67.00000 536.00 101.6 Millimeter D.I. Water Main Laid | | | 0920 641A082M 25.000 M | 99.63000 2490.75| 76.78000 1919.50| 93.00000 2325.00 254 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 0930 641C000M 21.000 EACH| 436.77000 9172.17| 493.12000 10355.52| 461.00000 9681.00 152.4 Millimeter Gate Valves With Box | | | 0940 641C001M 7.000 EACH| 630.89000 4416.23| 662.24000 4635.68| 667.50000 4672.50 203.2 Millimeter Gate Valves With Box | | | 0950 641C004M 1.000 EACH| 339.71000 339.71| 378.22000 378.22| 354.00000 354.00 101.6 Millimeter Gate Valves With Box | | | 0960 641C011M 1.000 EACH| 946.34000 946.34| 1082.88000 1082.88| 933.50000 933.50 254 Millimeter Gate Valves With Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -8 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0970 641C015M 2.000 EACH| 5686.75000 11373.50| 4336.15000 8672.30| 3637.00000 7274.00 406.4 Millimeter Gate Valves With Box | | | 0980 641D003M 8548.000 KG | 8.98000 76761.04| 7.93000 67785.64| 6.80000 58126.40 Ductile Iron Water Main Fitting | | | 0990 641D005M 11.000 EACH| 315.45000 3469.95| 277.98000 3057.78| 261.00000 2871.00 203.2 Millimeter X 152.4 Millimeter D.I | | | Anchor Tee | | | 1000 641D008M 6.000 EACH| 606.63000 3639.78| 911.01000 5466.06| 745.00000 4470.00 406.4 Millimeter x 152.4 Millimeter D.I | | | Anchor Tee | | | 1010 641E001M 112.000 EACH| 31.54000 3532.48| 31.46000 3523.52| 28.50000 3192.00 152.4 Millimeter D.I. Retainer Gland | | | 1020 641E002M 8.000 EACH| 75.71000 605.68| 74.43000 595.44| 49.05000 392.40 304.8 Millimeter D.I. Retainer Gland | | | 1030 641E003M 108.000 EACH| 37.32000 4030.56| 38.37000 4143.96| 43.35000 4681.80 203.2 Millimeter D.I. Retainer Gland | | | 1040 641E004M 19.000 EACH| 58.24000 1106.56| 46.42000 881.98| 62.00000 1178.00 254 Millimeter D.I. Retainer Gland | | | 1050 641E005M 10.000 EACH| 28.58000 285.80| 19.19000 191.90| 25.65000 256.50 101.6 mm D.I. Retainer Gland | | | 1060 641E007M 80.000 EACH| 126.18000 10094.40| 106.65000 8532.00| 158.75000 12700.00 406.4 Millimeter D.I. Retainer Gland | | | 1070 641F011M 2.000 EACH| 3397.10000 6794.20| 2270.43000 4540.86| 2414.00000 4828.00 203.2 Millimeter X 203.2 Millimeter | | | Tapping Valve & Sleeve | | | 1080 641F029M 20.000 EACH| 315.45000 6309.00| 358.36000 7167.20| 311.50000 6230.00 25.4 Millimeter Service Tap | | | 1090 641F030M 2.000 EACH| 451.33000 902.66| 1126.01000 2252.02| 1525.00000 3050.00 50.8 Millimeter Service Tap | | | 1100 641F036M 2.000 EACH| 4125.05000 8250.10| 3175.21000 6350.42| 2506.00000 5012.00 406.4 Millimeter x 203.2 Millimeter | | | Tapping Valve And Sleeve | | | 1110 641F037M 3.000 EACH| 6308.90000 18926.70| 9806.33000 29418.99| 10990.00000 32970.00 406.4 Millimeter x 406.4 Millimeter | | | Tapping Valve And Sleeve | | | 1120 641F140M 2.000 EACH| 3189.39000 6378.78| 3166.50000 6333.00| 8330.00000 16660.00 203.2 Millimeter Water Meter Relocate | | | With Valves And Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -9 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1130 641G001M 16.000 M3 | 1407.37000 22517.92| 276.46000 4423.36| 374.00000 5984.00 Concrete For Water Mains (Thrust Blocks | | | 1140 641I000M 1000.000 M | 9.55000 9550.00| 4.43000 4430.00| 11.55000 11550.00 Reef Shell or Crushed Stone Foundation | | | for Water Main | | | 1150 641J000M 4.000 EACH| 1407.37000 5629.48| 1190.02000 4760.08| 1135.00000 4540.00 Fire Hydrant | | | 1160 642A000M 13.000 EACH| 825.01000 10725.13| 527.75000 6860.75| 377.50000 4907.50 Fire Hydrant Reset | | | 1170 643A000M 20.000 EACH| 291.18000 5823.60| 216.38000 4327.60| 124.75000 2495.00 Water Meters Reset | | | 1180 643B000M 12.000 EACH| 242.65000 2911.80| 242.77000 2913.24| 202.00000 2424.00 Valve Boxes Reset | | | 1190 645A042M 5.000 M | 69.40000 347.00| 91.12000 455.60| 92.00000 460.00 152.4 Millimeter D.I. Sanitary Sewer | | | Pipe (Stacks And Laterals) | | | 1200 645A047M 269.000 M | 79.83000 21474.27| 133.84000 36002.96| 97.00000 26093.00 203.2 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 1210 645D001M 1.000 EACH| 630.89000 630.89| 364.73000 364.73| 147.25000 147.25 203.2 Millimeter X 152.4 Millimeter D.I | | | Wye Or Tee For Gravity Sanitary Sewer | | | 1220 649A036M 16.000 M | 897.81000 14364.96| 562.28000 8996.48| 411.50000 6584.00 609.6 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1230 650A000M 3120.000 M3 | 9.49000 29608.80| 8.43000 26301.60| 11.80000 36816.00 Topsoil | | | 1240 652A057M 2.000 HA | 1318.75000 2637.50| 1187.44000 2374.88| 1704.00000 3408.00 Seeding (Mix 3A) | | | 1250 652A061M 2.000 HA | 1318.75000 2637.50| 1187.44000 2374.88| 1704.00000 3408.00 Seeding (Mix 3E) | | | 1260 652B055M 1.000 HA | 1318.75000 1318.75| 1055.50000 1055.50| 1760.00000 1760.00 Temporary Seeding (Mix 3AT) | | | 1270 652C000M 2.000 HA | 52.75000 105.50| 263.88000 527.76| 1568.00000 3136.00 Mowing | | | 1280 652D057M 1.000 HA | 1266.00000 1266.00| 1187.44000 1187.44| 1802.00000 1802.00 Seeding In Stubble (Mix 3A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -10 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1290 654A001M 11114.000 M2 | 2.90000 32230.60| 3.69000 41010.66| 3.05000 33897.70 Solid Sodding (Bermuda) | | | 1300 656A000M 5.000 HA | 290.13000 1450.65| 1187.44000 5937.20| 1780.00000 8900.00 Mulching, Class A, Type 1 | | | 1310 659A000M 85.000 M2 | 2.11000 179.35| 2.11000 179.35| 2.45000 208.25 Erosion Control Netting, Class A | | | 1320 659A001M 85.000 M2 | 1.69000 143.65| 2.11000 179.35| 2.45000 208.25 Erosion Control Netting, Class B | | | 1330 663A000M 8.000 M3 | 452.66000 3621.28| 1266.60000 10132.80| 126.50000 1012.00 Tree Well Masonry | | | 1340 663B000M 5.000 M3 | 134.76000 673.80| 54.89000 274.45| 70.00000 350.00 Tree Root Protection Material | | | 1350 663C000M 100.000 M | 8.89000 889.00| 9.99000 999.00| 8.70000 870.00 Tree Protection Fencing | | | 1360 665A000M 5.000 HA | 290.13000 1450.65| 1055.50000 5277.50| 1301.00000 6505.00 Temporary Seeding | | | 1370 665B000M 5.000 HA | 422.00000 2110.00| 1055.50000 5277.50| 1639.00000 8195.00 Temporary Mulching | | | 1380 665F000M 500.000 EACH| 9.20000 4600.00| 6.11000 3055.00| 5.20000 2600.00 Hay Bales | | | 1390 665G000M 1400.000 EACH| 2.63000 3682.00| 2.72000 3808.00| 2.95000 4130.00 Sand Bags | | | 1400 665I000M 50.000 MTON| 52.20000 2610.00| 30.09000 1504.50| 33.45000 1672.50 Temporary Riprap, Class 2 | | | 1410 665J000M 4275.000 M | 11.36000 48564.00| 10.78000 46084.50| 7.50000 32062.50 Silt Fence, Type A | | | 1420 665K000M 250.000 M3 | 14.68000 3670.00| 5.88000 1470.00| 6.75000 1687.50 Drainage Sump Excavation | | | 1430 680A000M LUMP| 31074.00000 31074.00| 71768.72000 71768.72| 14370.00000 14370.00 Engineering Controls | | | 1440 701A046M 4.000 KM | 791.25000 3165.00| 791.63000 3166.52| 790.00000 3160.00 Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 1450 701C002M 2.000 KM | 189.90000 379.80| 189.99000 379.98| 189.75000 379.50 Broken Temporary Traffic Stripe (Paint) | | | 1460 701C003M 4.000 KM | 237.38000 949.52| 237.49000 949.96| 237.00000 948.00 Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -11 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1470 701D014M 2.000 KM | 527.50000 1055.00| 527.75000 1055.50| 527.00000 1054.00 Broken Traffic Stripe Removed (Paint) | | | 1480 701F005M 50.000 M | 2.11000 105.50| 2.11000 105.50| 2.15000 107.50 Dotted Temporary Traffic Stripe (Paint) | | | 1490 701H000M 4000.000 M | 0.44000 1760.00| 0.44000 1760.00| 0.45000 1800.00 Solid Traffic Stripe Removed (Paint) | | | 1500 701H010M 50.000 M | 2.64000 132.00| 2.64000 132.00| 2.65000 132.50 Dotted Traffic Stripe Removed (Paint) | | | 1510 702A040M 4.000 KM | 1899.00000 7596.00| 1899.90000 7599.60| 1896.00000 7584.00 Broken White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1520 702A041M 8.000 KM | 2637.50000 21100.00| 2638.75000 21110.00| 2634.00000 21072.00 Solid White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1530 702A043M 4.000 KM | 2637.50000 10550.00| 2638.75000 10555.00| 2634.00000 10536.00 Solid Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1540 702B011M 1488.000 M | 5.54000 8243.52| 5.54000 8243.52| 5.55000 8258.40 Dotted Profiled Traffic Stripe (150 mm | | | Wide) | | | 1550 703A002M 1100.000 M2 | 20.05000 22055.00| 20.05000 22055.00| 20.00000 22000.00 Traffic Control Markings, Class 2, Type | | | A | | | 1560 703B002M 99.000 M2 | 20.05000 1984.95| 20.05000 1984.95| 20.00000 1980.00 Traffic Control Legends, Class 2, Type | | | 1570 703D002M 15.000 M2 | 11.61000 174.15| 11.61000 174.15| 12.00000 180.00 Temporary Traffic Control Markings | | | (Paint) | | | 1580 703E002M 15.000 M2 | 11.61000 174.15| 11.61000 174.15| 12.00000 180.00 Temporary Traffic Control Legends | | | (Paint) | | | 1590 705A030M 509.000 EACH| 5.22000 2656.98| 5.22000 2656.98| 5.20000 2646.80 Pavement Markers, Class A-H, Type 2-C | | | 1600 705A031M 200.000 EACH| 5.22000 1044.00| 5.22000 1044.00| 5.20000 1040.00 Pavement Markers, Class A-H, Type 1-A | | | 1610 705A032M 523.000 EACH| 5.22000 2730.06| 5.22000 2730.06| 5.20000 2719.60 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -12 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1620 705A037M 509.000 EACH| 5.22000 2656.98| 5.22000 2656.98| 5.20000 2646.80 Pavement Markers, Class A-H, Type 2-D | | | 1630 705A038M 509.000 EACH| 5.22000 2656.98| 5.22000 2656.98| 5.20000 2646.80 Pavement Markers, Class A-H, Type 2-E | | | 1640 730A000M LUMP| 10550.00000 10550.00| 10555.00000 10555.00| 10540.00000 10540.00 Removal Of Existing Traffic Control | | | Unit (OLD SHELL ROAD @ HILLCREST ROAD) | | | 1650 730A001M LUMP| 10550.00000 10550.00| 10555.00000 10555.00| 10540.00000 10540.00 Removal Of Existing Traffic Control | | | Unit (OLD SHELL ROAD @ STADIUM BLVD.) | | | 1660 730A002M LUMP| 10550.00000 10550.00| 10555.00000 10555.00| 10540.00000 10540.00 Removal Of Existing Traffic Control | | | Unit (OLD SHELL ROAD @ JAGUAR DRIVE) | | | 1670 730A003M LUMP| 5275.00000 5275.00| 5277.50000 5277.50| 5270.00000 5270.00 Removal Of Existing Traffic Control | | | Unit (OLD SHELL ROAD @ UNIVERSITY BLVD.)| | | 1680 730C000M LUMP| 4220.00000 4220.00| 4222.00000 4222.00| 4214.00000 4214.00 Furnishing And Installing Traffic | | | Control Unit (OLD SHELL ROAD @ | | | HILLCREST ROAD) | | | 1690 730C001M LUMP| 4220.00000 4220.00| 4222.00000 4222.00| 4214.00000 4214.00 Furnishing And Installing Traffic | | | Control Unit (OLD SHELL ROAD @ STADIUM | | | BLVD.) | | | 1700 730C002M LUMP| 4220.00000 4220.00| 4222.00000 4222.00| 4214.00000 4214.00 Furnishing And Installing Traffic | | | Control Unit ( (OLD SHELL ROAD @ EAST | | | DRIVE) | | | 1710 730C003M LUMP| 4220.00000 4220.00| 4222.00000 4222.00| 4214.00000 4214.00 Furnishing And Installing Traffic | | | Control Unit ( (OLD SHELL ROAD @ JAGUAR | | | BLVD.) | | | 1720 730C004M LUMP| 4220.00000 4220.00| 4222.00000 4222.00| 4214.00000 4214.00 Furnishing And Installing Traffic | | | Control Unit (OLD SHELL ROAD @ | | | UNIVERSITY BLVD.) | | | 1730 730E000M 16.000 EACH| 2637.50000 42200.00| 2638.75000 42220.00| 2634.00000 42144.00 Metal Traffic Signal Pole Foundation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -13 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1740 730G001M 16.000 EACH| 6330.00000 101280.00| 6333.00000 101328.00| 6320.00000 101120.00 Metal Traffic Signal Strain Pole | | | 1750 730H001M 5175.000 M | 11.61000 60081.75| 11.61000 60081.75| 11.60000 60030.00 Loop Wire | | | 1760 730I001M 2015.000 M | 4.75000 9571.25| 4.75000 9571.25| 4.75000 9571.25 Loop Dectector Lead-In-Cable | | | 1770 730J010M 42.000 EACH| 126.60000 5317.20| 126.66000 5319.72| 126.50000 5313.00 Vehicle Loop Detector | | | 1780 730K000M 19.000 EACH| 369.25000 7015.75| 369.43000 7019.17| 369.00000 7011.00 Traffic Signal Junction Box | | | 1790 730L002M 150.000 M | 12.66000 1899.00| 12.67000 1900.50| 12.65000 1897.50 27Millimeter Metallic, Conduit | | | 1800 730L003M 150.000 M | 6.33000 949.50| 6.33000 949.50| 6.30000 945.00 27 Millimeter Non-Metallic, Conduit | | | 1810 730N011M 16.000 EACH| 738.50000 11816.00| 738.85000 11821.60| 737.50000 11800.00 Luminaire Extension Assembly, 3.7M | | | 1825 730P022M 31.000 EACH| 1055.00000 32705.00| 1055.50000 32720.50| 1054.00000 32674.00 Vehicular Signal Head, 300 Milimeter, 3 | | | Section, Type LED | | | 1835 730P024M 7.000 EACH| 1899.00000 13293.00| 1899.90000 13299.30| 1896.00000 13272.00 Vehicular Signal Head, 300 Milimeter, 5 | | | Section, Type LED | | | 1845 730Q011M 8.000 EACH| 949.50000 7596.00| 949.95000 7599.60| 948.00000 7584.00 Pedestrian Signal Head, Type LED | | | 1850 730R022M 4.000 EACH| 13187.50000 52750.00| 13193.75000 52775.00| 13170.00000 52680.00 Controller Assembly, Type III, 8 Phase | | | 1855 730R030M 1.000 EACH| 18990.00000 18990.00| 18999.00000 18999.00| 18960.00000 18960.00 Controller Assembly, Type III, Master | | | 1860 731A011M 1.000 EACH| 5802.50000 5802.50| 5805.25000 5805.25| 5790.00000 5790.00 Traffic Counting Unit, Type L | | | 1870 734A013M 2060.000 M | 8.44000 17386.40| 8.44000 17386.40| 8.45000 17407.00 Cable OSP, Loose Tube, 48F SM | | | 1880 734B005M 70.000 M | 4.22000 295.40| 4.22000 295.40| 4.20000 294.00 Drop Cable OSP 6F SM Central Core | | | 1890 734E000M 1800.000 M | 0.32000 576.00| 0.32000 576.00| 0.30000 540.00 Detectable Tape System | | | 1900 734E029M 3210.000 M | 9.50000 30495.00| 9.50000 30495.00| 9.50000 30495.00 Conduit PVC Schedule 40 35 mm | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -14 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( 3 ) 19058 |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1910 734E040M 390.000 M | 63.30000 24687.00| 63.33000 24698.70| 63.00000 24570.00 Conduit Galvanized Rigid Steel 53 mm | | | 1920 734G001M 20.000 EACH| 31.65000 633.00| 31.67000 633.40| 31.60000 632.00 Connector ST Termination SM | | | 1930 734G006M 5.000 EACH| 791.25000 3956.25| 791.63000 3958.15| 790.00000 3950.00 Splice Closure, Under Grade With Trays | | | 1940 734G009M 20.000 EACH| 68.58000 1371.60| 68.61000 1372.20| 68.00000 1360.00 Splicing, Fusion | | | 1950 734J000M 33.000 EACH| 738.50000 24370.50| 738.85000 24382.05| 737.50000 24337.50 Commbox F1 | | | 1960 740B000M 55.000 M2 | 69.73000 3835.15| 79.50000 4372.50| 107.50000 5912.50 Construction Signs | | | 1970 740D000M 210.000 EACH| 1.48000 310.80| 52.63000 11052.30| 95.00000 19950.00 Channelizing Drums | | | 1980 740E000M 100.000 EACH| 0.37000 37.00| 11.58000 1158.00| 11.75000 1175.00 Cones (900 mm High) | | | 1990 740F002M 18.000 EACH| 217.79000 3920.22| 216.38000 3894.84| 263.50000 4743.00 Barricades, Type III | | | 2000 740I005M 9.000 EACH| 213.00000 1917.00| 353.11000 3177.99| 106.50000 958.50 Warning Lights, Type B (Detachable Head | | | 2010 740L005M 290.000 EACH| 84.29000 24444.10| 32.66000 9471.40| 58.00000 16820.00 Vertical Panel, Type I (Double-Sided) | | | 2020 740M001M 100.000 EACH| 13.35000 1335.00| 7.02000 702.00| 7.80000 780.00 Ballast For Cone | | | 2025 756A021M 390.000 M | 63.30000 24687.00| 63.33000 24698.70| 63.00000 24570.00 78 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 2030 999 000M 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,954,674.59| $ 3,955,918.85| $ 4,055,827.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 3,954,674.59| $ 3,955,918.85| $ 4,055,827.00 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -15 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 180000.00000 180000.00| | Clearing & Grubbing (Approximately 8 | | | Hectares) | | | 0020 206C002M 24.000 M2 | 9.30000 223.20| | Removing Concrete Slope Paving | | | 0030 206C010M 312.000 M2 | 3.25000 1014.00| | Removing Concrete Driveway | | | 0040 206D000M 832.000 M | 7.20000 5990.40| | Removing Pipe | | | 0050 206D003M 1638.000 M | 4.73000 7747.74| | Removing Curb And Gutter | | | 0060 206D011M 831.000 M | 8.56000 7113.36| | Removing Fence | | | 0070 206E000M 14.000 EACH| 58.00000 812.00| | Removing Headwalls | | | 0080 206E001M 10.000 EACH| 86.50000 865.00| | Removing Inlets | | | 0090 210A000M 20757.000 M3 | 6.55000 135958.35| | Unclassified Excavation | | | 0100 214A000M 8408.000 M3 | 3.96000 33295.68| | Structure Excavation | | | 0110 214B000M 2133.000 M3 | 6.34000 13523.22| | Foundation Backfill, Local | | | 0120 230A000M 29.000 RBST| 440.00000 12760.00| | Roadbed Processing | | | 0130 301A012M 27650.000 M2 | 7.65000 211522.50| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0140 401A000M 20079.000 M2 | 0.26000 5220.54| | Bituminous Treatment A | | | 0150 401B102M 17365.000 SQ M| 1.69000 29346.85| | Bituminous Treatment H (With Polymer | | | Additive) | | | 0160 405A000M 9286.000 L | 0.26000 2414.36| | Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -16 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0170 408A051M 5872.000 M2 | 1.32000 7751.04| | Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0180 410B000M 1.000 EACH| 2112.00000 2112.00| | State Furnished Profilograph | | | 0190 424A340M 2401.000 MTON| 45.14000 108381.14| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0200 424A346M 823.000 MTON| 45.14000 37150.22| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,12.5mm Maximum | | | Aggregate SIze Mix, ESAL Range A/B | | | 0210 424B636M 4131.000 MTON| 41.18000 170114.58| | Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0220 424B644M 525.000 MTON| 41.18000 21619.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,25.0mm Maximum | | | Aggregate SIze Mix, ESAL Range A/B | | | 0230 424B666M 2932.000 MTON| 41.18000 120739.76| | Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0240 424B670M 100.000 MTON| 63.36000 6336.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0250 430B040M 2500.000 MTON| 21.98000 54950.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0260 502A000M 1300.000 KG | 0.70000 910.00| | Steel Reinforcement | | | 0270 530A001M 1497.000 M | 60.88000 91137.36| | 450 mm Roadway Pipe (Class 3 R.C.) | | | 0280 530A002M 403.000 M | 86.53000 34871.59| | 600 mm Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -17 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0290 530A003M 40.000 M | 134.00000 5360.00| | 750 mm Roadway Pipe (Class 3 R.C.) | | | 0300 530A004M 209.000 M | 172.00000 35948.00| | 900 mm Roadway Pipe (Class 3 R.C.) | | | 0310 530A005M 41.000 M | 220.00000 9020.00| | 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0320 530A006M 237.000 M | 263.32000 62406.84| | 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0330 530B001M 40.000 M | 82.72000 3308.80| | 560 mm Span X 345 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0340 530B003M 18.000 M | 142.92000 2572.56| | 920 mm Span X 570 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0350 530B006M 3.000 M | 517.64000 1552.92| | 1485 mm Span X 915 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0360 532A031M 484.000 M | 223.60000 108222.40| | 375 mm Slotted Drain Pipe | | | 0370 535A033M 9.000 M | 99.75000 897.75| | 525 Millimeter Sidedrain Pipe (P.C.) | | | 0380 600A000M LUMP| 483000.00000 483000.00| | Mobilization | | | 0390 602A000M 96.000 EACH| 46.38000 4452.48| | Right Of Way Markers | | | 0400 602C000M 3.000 EACH| 46.39000 139.17| | Permanent Easement Marker | | | 0415 605A001M 692.000 M | 21.73000 15037.16| | Pavement Edge Drain | | | 0420 606A012M 1250.000 M | 21.86000 27325.00| | 150 mm Underdrain Pipe, Type 8 | | | 0430 610C001M 36.000 MTON| 33.83000 1217.88| | Loose Riprap, Class 2 | | | 0440 610D003M 223.000 M2 | 1.04000 231.92| | Filter Blanket, Geotextile | | | 0450 614A000M 101.000 M3 | 327.36000 33063.36| | Slope Paving | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -18 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0460 618A000M 4519.000 M2 | 25.34000 114511.46| | Concrete Sidewalk, 100 mm Thick | | | 0470 618B002M 495.000 M2 | 35.48000 17562.60| | Concrete Driveway, 150 mm Thick | | | 0480 619A002M 2.000 EACH| 450.61000 901.22| | 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0490 619A003M 2.000 EACH| 460.43000 920.86| | 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0500 619A004M 1.000 EACH| 475.51000 475.51| | 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0510 619A052M 1.000 EACH| 1189.91000 1189.91| | 450 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0520 619B018M 1.000 EACH| 485.33000 485.33| | 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0530 620A000M 2.000 M3 | 770.72000 1541.44| | Minor Structure Concrete | | | 0540 621A011M 32.000 EACH| 1591.23000 50919.36| | Junction Boxes, Type 1 Or 1P | | | 0550 621A013M 1.000 EACH| 2824.02000 2824.02| | Junction Boxes, Type Special | | | 0560 621B011M 8.000 EACH| 281.67000 2253.36| | Junction Box Units, Type 1 Or 1P | | | 0570 621C001M 4.000 EACH| 2122.99000 8491.96| | Inlets, Type B | | | 0580 621C015M 36.000 EACH| 1647.12000 59296.32| | Inlets, Type S1 Or S3 (1 Wing) | | | 0590 621C017M 6.000 EACH| 1869.18000 11215.08| | Inlets, Type S1 Or S3 (2 Wing) | | | 0600 621C030M 2.000 EACH| 2107.12000 4214.24| | Inlets, Type "Special" | | | 0610 621C031M 4.000 EACH| 1795.30000 7181.20| | Inlets, Type S3 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -19 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0620 621C052M 4.000 EACH| 2122.99000 8491.96| | Inlets, Type B (Special) | | | 0630 621C071M 4.000 EACH| 2910.42000 11641.68| | Inlets, Type S3 (1 Wing) (Modified) | | | 0640 621C072M 1.000 EACH| 2910.42000 2910.42| | Inlets, Type S3 (2 Wing) (Modified) | | | 0650 621C076M 5.000 EACH| 3732.77000 18663.85| | Inlets, Type E (Modified) | | | 0660 621C090M 2.000 EACH| 3237.78000 6475.56| | Inlets, Type S4 (1 Wing)(Special) | | | 0670 621C109M 17.000 EACH| 3405.40000 57891.80| | Inlets, Type PD | | | 0680 621C116M 3.000 EACH| 2386.96000 7160.88| | Inlets, Type S3 (1Wing) (Special) | | | 0690 621D015M 17.000 EACH| 197.70000 3360.90| | Inlet Units, Type S1 Or S3 | | | 0700 621D020M 2.000 EACH| 194.43000 388.86| | Inlet Units, Type S3 | | | 0710 621D109M 7.000 EACH| 194.43000 1361.01| | Inlet Units, Type PD | | | 0720 621E025M 2.000 EACH| 2558.43000 5116.86| | Manholes, Type Special (Sanitary - 1219 | | | 2 Millimeter Diameter) | | | 0730 621F025M 2.000 EACH| 445.42000 890.84| | Manhole Units, Type Special (Sanitary - | | | 1219.2 Millimeter Diameter) | | | 0740 621J000M 2.000 EACH| 1161.60000 2323.20| | Connection To Existing Manhole | | | 0750 621L000M 2.000 EACH| 105.60000 211.20| | Abandon Existing Manhole | | | 0760 621M000M 1.000 EACH| 792.00000 792.00| | Remove Existing Manhole | | | 0770 622A002M 32.000 EACH| 528.00000 16896.00| | Manhole Covers Reset (Sanitary) | | | 0780 623A000M 879.000 M | 95.04000 83540.16| | Concrete Gutter | | | 0790 623B002M 2115.000 M | 27.56000 58289.40| | Concrete Curb, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -20 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0800 623C000M 3530.000 M | 31.15000 109959.50| | Combination Curb & Gutter, Type C | | | 0810 634A000M 290.000 M | 11.31000 3279.90| | Industrial Fence, 1.22 Meters High | | | 0820 634A002M 390.000 M | 6.63000 2585.70| | Industrial Fence, 1.83 Meters High | | | 0830 634D004M 3.000 EACH| 281.95000 845.85| | Gate, 4.27 Meters Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 0840 641A002M 81.000 M | 25.65000 2077.65| | 25.4 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 0850 641A004M 6.000 M | 49.26000 295.56| | 50.8 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 0860 641A035M 78.000 M | 88.10000 6871.80| | 152.4 Millimeter D.I. Water Main Laid | | | 0870 641A036M 1741.000 M | 60.59000 105487.19| | 203.2 Millimeter D.I. Water Main Laid | | | 0880 641A037M 29.000 M | 93.18000 2702.22| | 254 Millimeter D.I. Water Main Laid | | | 0890 641A038M 8.000 M | 182.42000 1459.36| | 304.8 Millimeter D.I. Water Main Laid | | | 0900 641A040M 916.000 M | 118.81000 108829.96| | 406.4 Millimeter D.I. Water Main Laid | | | 0910 641A048M 8.000 M | 157.91000 1263.28| | 101.6 Millimeter D.I. Water Main Laid | | | 0920 641A082M 25.000 M | 76.81000 1920.25| | 254 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 0930 641C000M 21.000 EACH| 493.35000 10360.35| | 152.4 Millimeter Gate Valves With Box | | | 0940 641C001M 7.000 EACH| 662.56000 4637.92| | 203.2 Millimeter Gate Valves With Box | | | 0950 641C004M 1.000 EACH| 378.40000 378.40| | 101.6 Millimeter Gate Valves With Box | | | 0960 641C011M 1.000 EACH| 1083.39000 1083.39| | 254 Millimeter Gate Valves With Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -21 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0970 641C015M 2.000 EACH| 4338.21000 8676.42| | 406.4 Millimeter Gate Valves With Box | | | 0980 641D003M 8548.000 KG | 7.93000 67785.64| | Ductile Iron Water Main Fitting | | | 0990 641D005M 11.000 EACH| 278.11000 3059.21| | 203.2 Millimeter X 152.4 Millimeter D.I | | | Anchor Tee | | | 1000 641D008M 6.000 EACH| 911.44000 5468.64| | 406.4 Millimeter x 152.4 Millimeter D.I | | | Anchor Tee | | | 1010 641E001M 112.000 EACH| 31.48000 3525.76| | 152.4 Millimeter D.I. Retainer Gland | | | 1020 641E002M 8.000 EACH| 74.47000 595.76| | 304.8 Millimeter D.I. Retainer Gland | | | 1030 641E003M 108.000 EACH| 38.39000 4146.12| | 203.2 Millimeter D.I. Retainer Gland | | | 1040 641E004M 19.000 EACH| 46.44000 882.36| | 254 Millimeter D.I. Retainer Gland | | | 1050 641E005M 10.000 EACH| 19.20000 192.00| | 101.6 mm D.I. Retainer Gland | | | 1060 641E007M 80.000 EACH| 106.70000 8536.00| | 406.4 Millimeter D.I. Retainer Gland | | | 1070 641F011M 2.000 EACH| 2271.50000 4543.00| | 203.2 Millimeter X 203.2 Millimeter | | | Tapping Valve & Sleeve | | | 1080 641F029M 20.000 EACH| 358.53000 7170.60| | 25.4 Millimeter Service Tap | | | 1090 641F030M 2.000 EACH| 1126.54000 2253.08| | 50.8 Millimeter Service Tap | | | 1100 641F036M 2.000 EACH| 3176.71000 6353.42| | 406.4 Millimeter x 203.2 Millimeter | | | Tapping Valve And Sleeve | | | 1110 641F037M 3.000 EACH| 9810.98000 29432.94| | 406.4 Millimeter x 406.4 Millimeter | | | Tapping Valve And Sleeve | | | 1120 641F140M 2.000 EACH| 3168.00000 6336.00| | 203.2 Millimeter Water Meter Relocate | | | With Valves And Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -22 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1130 641G001M 16.000 M3 | 276.59000 4425.44| | Concrete For Water Mains (Thrust Blocks | | | 1140 641I000M 1000.000 M | 4.44000 4440.00| | Reef Shell or Crushed Stone Foundation | | | for Water Main | | | 1150 641J000M 4.000 EACH| 1190.59000 4762.36| | Fire Hydrant | | | 1160 642A000M 13.000 EACH| 528.00000 6864.00| | Fire Hydrant Reset | | | 1170 643A000M 20.000 EACH| 216.48000 4329.60| | Water Meters Reset | | | 1180 643B000M 12.000 EACH| 242.88000 2914.56| | Valve Boxes Reset | | | 1190 645A042M 5.000 M | 91.16000 455.80| | 152.4 Millimeter D.I. Sanitary Sewer | | | Pipe (Stacks And Laterals) | | | 1200 645A047M 269.000 M | 133.90000 36019.10| | 203.2 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 1210 645D001M 1.000 EACH| 364.90000 364.90| | 203.2 Millimeter X 152.4 Millimeter D.I | | | Wye Or Tee For Gravity Sanitary Sewer | | | 1220 649A036M 16.000 M | 562.54000 9000.64| | 609.6 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1230 650A000M 3120.000 M3 | 13.09000 40840.80| | Topsoil | | | 1240 652A057M 2.000 HA | 1515.00000 3030.00| | Seeding (Mix 3A) | | | 1250 652A061M 2.000 HA | 1496.71000 2993.42| | Seeding (Mix 3E) | | | 1260 652B055M 1.000 HA | 819.31000 819.31| | Temporary Seeding (Mix 3AT) | | | 1270 652C000M 2.000 HA | 581.48000 1162.96| | Mowing | | | 1280 652D057M 1.000 HA | 1190.63000 1190.63| | Seeding In Stubble (Mix 3A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -23 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1290 654A001M 11114.000 M2 | 2.90000 32230.60| | Solid Sodding (Bermuda) | | | 1300 656A000M 5.000 HA | 1316.74000 6583.70| | Mulching, Class A, Type 1 | | | 1310 659A000M 85.000 M2 | 2.27000 192.95| | Erosion Control Netting, Class A | | | 1320 659A001M 85.000 M2 | 2.41000 204.85| | Erosion Control Netting, Class B | | | 1330 663A000M 8.000 M3 | 508.20000 4065.60| | Tree Well Masonry | | | 1340 663B000M 5.000 M3 | 67.44000 337.20| | Tree Root Protection Material | | | 1350 663C000M 100.000 M | 6.09000 609.00| | Tree Protection Fencing | | | 1360 665A000M 5.000 HA | 819.19000 4095.95| | Temporary Seeding | | | 1370 665B000M 5.000 HA | 1000.87000 5004.35| | Temporary Mulching | | | 1380 665F000M 500.000 EACH| 3.65000 1825.00| | Hay Bales | | | 1390 665G000M 1400.000 EACH| 2.48000 3472.00| | Sand Bags | | | 1400 665I000M 50.000 MTON| 30.29000 1514.50| | Temporary Riprap, Class 2 | | | 1410 665J000M 4275.000 M | 9.63000 41168.25| | Silt Fence, Type A | | | 1420 665K000M 250.000 M3 | 11.57000 2892.50| | Drainage Sump Excavation | | | 1430 680A000M LUMP| 13325.58000 13325.58| | Engineering Controls | | | 1440 701A046M 4.000 KM | 633.60000 2534.40| | Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 1450 701C002M 2.000 KM | 211.20000 422.40| | Broken Temporary Traffic Stripe (Paint) | | | 1460 701C003M 4.000 KM | 316.80000 1267.20| | Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -24 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1470 701D014M 2.000 KM | 211.20000 422.40| | Broken Traffic Stripe Removed (Paint) | | | 1480 701F005M 50.000 M | 2.11000 105.50| | Dotted Temporary Traffic Stripe (Paint) | | | 1490 701H000M 4000.000 M | 4.49000 17960.00| | Solid Traffic Stripe Removed (Paint) | | | 1500 701H010M 50.000 M | 2.11000 105.50| | Dotted Traffic Stripe Removed (Paint) | | | 1510 702A040M 4.000 KM | 1267.20000 5068.80| | Broken White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1520 702A041M 8.000 KM | 3168.00000 25344.00| | Solid White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1530 702A043M 4.000 KM | 3168.00000 12672.00| | Solid Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1540 702B011M 1488.000 M | 3.17000 4716.96| | Dotted Profiled Traffic Stripe (150 mm | | | Wide) | | | 1550 703A002M 1100.000 M2 | 26.40000 29040.00| | Traffic Control Markings, Class 2, Type | | | A | | | 1560 703B002M 99.000 M2 | 26.40000 2613.60| | Traffic Control Legends, Class 2, Type | | | 1570 703D002M 15.000 M2 | 15.84000 237.60| | Temporary Traffic Control Markings | | | (Paint) | | | 1580 703E002M 15.000 M2 | 15.84000 237.60| | Temporary Traffic Control Legends | | | (Paint) | | | 1590 705A030M 509.000 EACH| 4.75000 2417.75| | Pavement Markers, Class A-H, Type 2-C | | | 1600 705A031M 200.000 EACH| 4.75000 950.00| | Pavement Markers, Class A-H, Type 1-A | | | 1610 705A032M 523.000 EACH| 4.75000 2484.25| | Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -25 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1620 705A037M 509.000 EACH| 4.75000 2417.75| | Pavement Markers, Class A-H, Type 2-D | | | 1630 705A038M 509.000 EACH| 4.75000 2417.75| | Pavement Markers, Class A-H, Type 2-E | | | 1640 730A000M LUMP| 9926.40000 9926.40| | Removal Of Existing Traffic Control | | | Unit (OLD SHELL ROAD @ HILLCREST ROAD) | | | 1650 730A001M LUMP| 9926.40000 9926.40| | Removal Of Existing Traffic Control | | | Unit (OLD SHELL ROAD @ STADIUM BLVD.) | | | 1660 730A002M LUMP| 9926.40000 9926.40| | Removal Of Existing Traffic Control | | | Unit (OLD SHELL ROAD @ JAGUAR DRIVE) | | | 1670 730A003M LUMP| 4963.20000 4963.20| | Removal Of Existing Traffic Control | | | Unit (OLD SHELL ROAD @ UNIVERSITY BLVD.)| | | 1680 730C000M LUMP| 3970.56000 3970.56| | Furnishing And Installing Traffic | | | Control Unit (OLD SHELL ROAD @ | | | HILLCREST ROAD) | | | 1690 730C001M LUMP| 3970.56000 3970.56| | Furnishing And Installing Traffic | | | Control Unit (OLD SHELL ROAD @ STADIUM | | | BLVD.) | | | 1700 730C002M LUMP| 3970.56000 3970.56| | Furnishing And Installing Traffic | | | Control Unit ( (OLD SHELL ROAD @ EAST | | | DRIVE) | | | 1710 730C003M LUMP| 3970.56000 3970.56| | Furnishing And Installing Traffic | | | Control Unit ( (OLD SHELL ROAD @ JAGUAR | | | BLVD.) | | | 1720 730C004M LUMP| 3970.56000 3970.56| | Furnishing And Installing Traffic | | | Control Unit (OLD SHELL ROAD @ | | | UNIVERSITY BLVD.) | | | 1730 730E000M 16.000 EACH| 2481.60000 39705.60| | Metal Traffic Signal Pole Foundation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -26 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1740 730G001M 16.000 EACH| 5955.84000 95293.44| | Metal Traffic Signal Strain Pole | | | 1750 730H001M 5175.000 M | 10.92000 56511.00| | Loop Wire | | | 1760 730I001M 2015.000 M | 4.47000 9007.05| | Loop Dectector Lead-In-Cable | | | 1770 730J010M 42.000 EACH| 119.12000 5003.04| | Vehicle Loop Detector | | | 1780 730K000M 19.000 EACH| 347.42000 6600.98| | Traffic Signal Junction Box | | | 1790 730L002M 150.000 M | 11.91000 1786.50| | 27Millimeter Metallic, Conduit | | | 1800 730L003M 150.000 M | 5.96000 894.00| | 27 Millimeter Non-Metallic, Conduit | | | 1810 730N011M 16.000 EACH| 694.85000 11117.60| | Luminaire Extension Assembly, 3.7M | | | 1825 730P022M 31.000 EACH| 992.64000 30771.84| | Vehicular Signal Head, 300 Milimeter, 3 | | | Section, Type LED | | | 1835 730P024M 7.000 EACH| 1786.75000 12507.25| | Vehicular Signal Head, 300 Milimeter, 5 | | | Section, Type LED | | | 1845 730Q011M 8.000 EACH| 893.38000 7147.04| | Pedestrian Signal Head, Type LED | | | 1850 730R022M 4.000 EACH| 12408.00000 49632.00| | Controller Assembly, Type III, 8 Phase | | | 1855 730R030M 1.000 EACH| 17867.52000 17867.52| | Controller Assembly, Type III, Master | | | 1860 731A011M 1.000 EACH| 5459.52000 5459.52| | Traffic Counting Unit, Type L | | | 1870 734A013M 2060.000 M | 7.94000 16356.40| | Cable OSP, Loose Tube, 48F SM | | | 1880 734B005M 70.000 M | 3.97000 277.90| | Drop Cable OSP 6F SM Central Core | | | 1890 734E000M 1800.000 M | 0.30000 540.00| | Detectable Tape System | | | 1900 734E029M 3210.000 M | 8.93000 28665.30| | Conduit PVC Schedule 40 35 mm | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 071 -27 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020301071 COUNTIES : MOBILE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 09 SET-ASIDE : ================================================================================================================================== |( 4 ) 23029 |( ) |( ) |J. S. WALTON & COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1910 734E040M 390.000 M | 59.56000 23228.40| | Conduit Galvanized Rigid Steel 53 mm | | | 1920 734G001M 20.000 EACH| 29.78000 595.60| | Connector ST Termination SM | | | 1930 734G006M 5.000 EACH| 744.48000 3722.40| | Splice Closure, Under Grade With Trays | | | 1940 734G009M 20.000 EACH| 64.52000 1290.40| | Splicing, Fusion | | | 1950 734J000M 33.000 EACH| 694.85000 22930.05| | Commbox F1 | | | 1960 740B000M 55.000 M2 | 33.12000 1821.60| | Construction Signs | | | 1970 740D000M 210.000 EACH| 7.08000 1486.80| | Channelizing Drums | | | 1980 740E000M 100.000 EACH| 1.00000 100.00| | Cones (900 mm High) | | | 1990 740F002M 18.000 EACH| 18.77000 337.86| | Barricades, Type III | | | 2000 740I005M 9.000 EACH| 328.42000 2955.78| | Warning Lights, Type B (Detachable Head | | | 2010 740L005M 290.000 EACH| 50.87000 14752.30| | Vertical Panel, Type I (Double-Sided) | | | 2020 740M001M 100.000 EACH| 0.63000 63.00| | Ballast For Cone | | | 2025 756A021M 390.000 M | 59.56000 23228.40| | 78 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 2030 999 000M 2250.000 HOUR| 0.80000 1800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,093,645.09| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 4,093,645.09| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 072 -1 VENDOR RANKING CALL ORDER : 072 CONTRACT ID : 20020301072 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-9200(1) for constructing the Intersection Improvements including STPOA-9208(2) Signals in the city of Hartselle at Nance Ford Raod, Barkley Bridge Road, and Pattillo Street. Length - 0.271 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18037 REED CONTRACTING SERVICES, INC. $ 388,623.77 100.0000% 2 01018 APAC-ALABAMA, INC. $ 392,056.36 100.8833% 3 04009 W. W. DYAR & SONS, INC. $ 452,225.88 116.3660% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 072 -2 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20020301072 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 18037 |( 2 ) 01018 |( 3 ) 04009 |REED CONTRACTING SERVICES, |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1500.00000 1500.00| 7655.65000 7655.65| 10000.00000 10000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206C002 19.000 SQYD| 10.00000 190.00| 9.25000 175.75| 5.00000 95.00 Removing Concrete Slope Paving | | | 0030 206C010 215.000 SQYD| 6.50000 1397.50| 12.38000 2661.70| 5.00000 1075.00 Removing Concrete Driveway | | | 0040 206D000 616.000 LF | 6.50000 4004.00| 6.72000 4139.52| 5.00000 3080.00 Removing Pipe | | | 0050 206D003 176.000 LF | 3.00000 528.00| 1.95000 343.20| 5.00000 880.00 Removing Curb And Gutter | | | 0060 206E000 12.000 EACH| 160.00000 1920.00| 92.19000 1106.28| 200.00000 2400.00 Removing Headwalls | | | 0070 206E001 1.000 EACH| 500.00000 500.00| 292.15000 292.15| 200.00000 200.00 Removing Inlets | | | 0080 209A000 12.000 EACH| 53.00000 636.00| 119.36000 1432.32| 50.00000 600.00 Mailbox Reset, Single | | | 0090 210A000 700.000 CUYD| 10.00000 7000.00| 10.95000 7665.00| 5.00000 3500.00 Unclassified Excavation | | | 0100 210D001 1210.000 CUYD| 6.35000 7683.50| 11.27000 13636.70| 8.00000 9680.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0110 214A000 665.000 CUYD| 8.00000 5320.00| 8.14000 5413.10| 8.00000 5320.00 Structure Excavation | | | 0120 214B001 300.000 CUYD| 14.40000 4320.00| 8.73000 2619.00| 28.00000 8400.00 Foundation Backfill, Commercial | | | 0130 301A012 1779.000 SQYD| 5.30000 9428.70| 5.83000 10371.57| 6.00000 10674.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0140 305B061 236.000 TON | 10.10000 2383.60| 12.77000 3013.72| 28.00000 6608.00 Coarse Aggregate, Section 801, ALDOT | | | #410, For Miscellaneous Use | | | 0150 401A000 1535.000 SQYD| 1.06000 1627.10| 1.03000 1581.05| 1.08000 1657.80 Bituminous Treatment A | | | 0160 405A000 300.000 GAL | 2.15000 645.00| 1.43000 429.00| 2.16000 648.00 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 072 -3 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20020301072 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 18037 |( 2 ) 01018 |( 3 ) 04009 |REED CONTRACTING SERVICES, |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0170 408A052 3405.000 SQYD| 1.70000 5788.50| 1.55000 5277.75| 5.00000 17025.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0180 408A053 955.000 SQYD| 2.80000 2674.00| 3.57000 3409.35| 8.00000 7640.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0190 424A361 388.000 TON | 41.00000 15908.00| 43.61000 16920.68| 41.55000 16121.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424A367 35.000 TON | 48.25000 1688.75| 45.57000 1594.95| 49.19000 1721.65 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424B651 219.000 TON | 48.25000 10566.75| 50.58000 11077.02| 49.19000 10772.61 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B659 251.000 TON | 48.25000 12110.75| 47.20000 11847.20| 49.19000 12346.69 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 430B017 75.000 TON | 10.10000 757.50| 12.75000 956.25| 32.00000 2400.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0240 502A000 22294.000 LB | 0.75000 16720.50| 0.01000 222.94| 0.50000 11147.00 Steel Reinforcement | | | 0250 524A012 103.000 CUYD| 317.00000 32651.00| 407.35000 41957.05| 450.00000 46350.00 Culvert Concrete (Precast) | | | 0260 530A001 47.000 LF | 27.00000 1269.00| 27.89000 1310.83| 24.00000 1128.00 18" Roadway Pipe (Class 3 R.C.) | | | 0270 530A102 41.000 LF | 42.00000 1722.00| 41.40000 1697.40| 28.00000 1148.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0280 530A103 24.000 LF | 60.00000 1440.00| 59.55000 1429.20| 36.00000 864.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 072 -4 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20020301072 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 18037 |( 2 ) 01018 |( 3 ) 04009 |REED CONTRACTING SERVICES, |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0290 530B006 184.000 LF | 120.00000 22080.00| 100.39000 18471.76| 90.00000 16560.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0300 530B007 147.000 LF | 175.00000 25725.00| 109.69000 16124.43| 100.00000 14700.00 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0310 535A078 197.000 LF | 19.00000 3743.00| 17.45000 3437.65| 24.00000 4728.00 15" Side Drain Pipe (Class 3 R.C.) | | | 0320 535A080 40.000 LF | 26.00000 1040.00| 17.15000 686.00| 26.00000 1040.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0330 600A000 LUMP| 11500.00000 11500.00| 11710.87000 11710.87| 33500.00000 33500.00 Mobilization | | | 0340 601A000 1.000 EACH| 1000.00000 1000.00| 4415.71000 4415.71| 4000.00000 4000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0350 614A000 13.000 CUYD| 260.00000 3380.00| 357.79000 4651.27| 300.00000 3900.00 Slope Paving | | | 0360 618B002 61.000 SQYD| 42.40000 2586.40| 46.26000 2821.86| 34.00000 2074.00 Concrete Driveway, 6" Thick | | | 0370 619A053 1.000 EACH| 650.00000 650.00| 834.07000 834.07| 1500.00000 1500.00 24" Roadway Pipe End Treatment, Class 2 | | | 0380 619A100 10.000 EACH| 450.00000 4500.00| 386.49000 3864.90| 500.00000 5000.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0390 619A101 2.000 EACH| 500.00000 1000.00| 399.96000 799.92| 600.00000 1200.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0400 619B071 1.000 EACH| 2500.00000 2500.00| 2127.34000 2127.34| 2800.00000 2800.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0410 620A000 3.000 CUYD| 318.00000 954.00| 648.48000 1945.44| 500.00000 1500.00 Minor Structure Concrete | | | 0420 621A022 2.000 EACH| 1600.00000 3200.00| 4589.29000 9178.58| 2300.00000 4600.00 Junction Boxes, Type 1 (Modified) | | | 0430 621A057 1.000 EACH| 1500.00000 1500.00| 2513.05000 2513.05| 1800.00000 1800.00 Junction Boxes, Type Partial | | | 0440 621C109 4.000 EACH| 2000.00000 8000.00| 2904.96000 11619.84| 3600.00000 14400.00 Inlets, Type PD | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 072 -5 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20020301072 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 18037 |( 2 ) 01018 |( 3 ) 04009 |REED CONTRACTING SERVICES, |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0450 621C134 4.000 EACH| 2500.00000 10000.00| 4086.36000 16345.44| 3600.00000 14400.00 Inlets, Type PD (Modified) | | | 0460 621E001 1.000 EACH| 2000.00000 2000.00| 2125.90000 2125.90| 800.00000 800.00 Manholes, Type M | | | 0470 623C000 176.000 LF | 9.00000 1584.00| 18.24000 3210.24| 10.00000 1760.00 Combination Curb & Gutter, Type C | | | 0480 650B000 239.000 CUYD| 8.00000 1912.00| 13.37000 3195.43| 5.00000 1195.00 Topsoil From Stockpiles | | | 0490 652A051 1.000 ACRE| 1500.00000 1500.00| 1112.58000 1112.58| 1200.00000 1200.00 Seeding (Mix 1B) | | | 0500 656A000 1.000 ACRE| 1500.00000 1500.00| 790.97000 790.97| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0510 665F000 20.000 EACH| 3.00000 60.00| 11.03000 220.60| 5.00000 100.00 Hay Bales | | | 0520 665J000 192.000 LF | 1.95000 374.40| 5.84000 1121.28| 4.00000 768.00 Silt Fence, Type A | | | 0530 680A000 LUMP| 7800.00000 7800.00| 3097.36000 3097.36| 8000.00000 8000.00 Engineering Controls | | | 0540 701A031 2.000 MILE| 1356.00000 2712.00| 1224.00000 2448.00| 1375.00000 2750.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0550 701A035 2.000 MILE| 1356.00000 2712.00| 1224.00000 2448.00| 1650.00000 3300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0560 701A045 1.000 MILE| 678.00000 678.00| 612.00000 612.00| 715.00000 715.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0570 701B005 515.000 LF | 0.57000 293.55| 0.51000 262.65| 0.55000 283.25 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0580 701C000 2.000 MILE| 395.50000 791.00| 357.00000 714.00| 550.00000 1100.00 Broken Temporary Traffic Stripe | | | 0590 701C001 2.000 MILE| 395.50000 791.00| 357.00000 714.00| 550.00000 1100.00 Solid Temporary Traffic Stripe | | | 0600 701H000 4064.000 LF | 0.57000 2316.48| 0.51000 2072.64| 0.38000 1544.32 Solid Traffic Stripe Removed (Paint) | | | 0610 701H005 262.000 LF | 0.57000 149.34| 0.51000 133.62| 0.38000 99.56 Broken Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 072 -6 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20020301072 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 18037 |( 2 ) 01018 |( 3 ) 04009 |REED CONTRACTING SERVICES, |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0620 703A002 117.000 SQFT| 2.80000 327.60| 2.55000 298.35| 3.30000 386.10 Traffic Control Markings, Class 2, Type | | | A | | | 0630 703B002 183.000 SQFT| 3.40000 622.20| 3.06000 559.98| 5.50000 1006.50 Traffic Control Legends, Class 2, Type | | | 0640 730C000 LUMP| 915.00000 915.00| 3162.00000 3162.00| 890.00000 890.00 Furnishing And Installing Traffic | | | Control Unit (Nance Ford Road @ Barkley | | | Bridge Road) | | | 0650 730C001 LUMP| 905.00000 905.00| 3162.00000 3162.00| 880.00000 880.00 Furnishing And Installing Traffic | | | Control Unit (Nance Ford Road @ | | | Pattillo Street) | | | 0655 730E000 8.000 EACH| 1130.00000 9040.00| 1479.00000 11832.00| 1100.00000 8800.00 Metal Traffic Signal Pole Foundation | | | 0660 730G000 8.000 EACH| 3887.20000 31097.60| 3315.00000 26520.00| 3784.00000 30272.00 Traffic Signal Strain Pole | | | 0670 730H001 2750.000 LF | 2.85000 7837.50| 2.81000 7727.50| 2.75000 7562.50 Loop Wire | | | 0680 730I001 3300.000 LF | 1.70000 5610.00| 0.77000 2541.00| 1.65000 5445.00 Loop Detector Lead-In-Cable | | | 0690 730J010 11.000 EACH| 226.00000 2486.00| 142.80000 1570.80| 220.00000 2420.00 Vehicle Loop Detector | | | 0700 730K000 7.000 EACH| 339.00000 2373.00| 214.20000 1499.40| 330.00000 2310.00 Traffic Signal Junction Box | | | 0710 730L000 80.000 LF | 4.50000 360.00| 1.02000 81.60| 4.40000 352.00 3/4", Metallic, Conduit | | | 0720 730L002 40.000 LF | 5.65000 226.00| 4.08000 163.20| 5.50000 220.00 1", Metallic, Conduit | | | 0730 730L003 1210.000 LF | 5.65000 6836.50| 4.08000 4936.80| 5.50000 6655.00 1", Non-Metallic, Conduit | | | 0740 730L005 30.000 LF | 7.90000 237.00| 4.08000 122.40| 7.70000 231.00 2", Non-Metallic, Conduit | | | 0750 730N012 8.000 EACH| 565.00000 4520.00| 772.14000 6177.12| 550.00000 4400.00 Luminaire Extension Assembly, 12' | | | 0760 730P022 10.000 EACH| 847.50000 8475.00| 795.60000 7956.00| 825.00000 8250.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 072 -7 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20020301072 COUNTIES : MORGAN LETTING DATE : 03/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ================================================================================================================================== |( 1 ) 18037 |( 2 ) 01018 |( 3 ) 04009 |REED CONTRACTING SERVICES, |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0770 730P024 4.000 EACH| 1130.00000 4520.00| 1155.66000 4622.64| 1100.00000 4400.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0780 730R022 1.000 EACH| 7910.00000 7910.00| 6426.00000 6426.00| 7700.00000 7700.00 Controller Assembly, Type III, 8 Phase | | | 0790 740B000 306.000 SQFT| 8.70000 2662.20| 7.64000 2337.84| 12.00000 3672.00 Construction Signs | | | 0800 740D000 90.000 EACH| 59.00000 5310.00| 7.07000 636.30| 60.00000 5400.00 Channelizing Drums | | | 0810 740E000 50.000 EACH| 10.50000 525.00| 14.96000 748.00| 20.00000 1000.00 Cones (36 Inches High) | | | 0820 740M001 50.000 EACH| 6.90000 345.00| 0.62000 31.00| 10.00000 500.00 Ballast For Cone | | | 0830 745A000 25.000 HOUR| 33.00000 825.00| 31.18000 779.50| 35.00000 875.00 Uniformed Police Officer | | | 0840 756A007 103.000 LF | 16.95000 1745.85| 20.40000 2101.20| 16.50000 1699.50 4" Electrical Conduit, 1 Line, Type 2 | | | Installation | | | SECTION TOTALS | $ 388,623.77| $ 392,056.36| $ 452,225.88 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 388,623.77| $ 392,056.36| $ 452,225.88 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -1 VENDOR RANKING CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : IAR-016-000-014 for constructing the Grade, Drainage and Pavement on C.R.#155 from S.R.#51 north of New Brockton to the entrance of Snell Poultry Farms. Length 0.558 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 145,078.31 100.0000% 2 06005 FLOYD CONSTRUCTION COMPANY, INC. $ 153,744.02 105.9731% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 154,279.65 106.3423% 4 20050 TOMLIN CONSTRUCTION, LLC $ 174,190.10 120.0663% 5 07001 S. A. GRAHAM COMPANY, INC. $ 177,995.95 122.6896% 6 20048 TRIPLE C CONSTRUCTION $ 178,410.65 122.9754% 7 03041 HILTON COOPER CONTRACTING, INC. $ 185,130.32 127.6072% 8 03081 CARDWELL CORPORATION $ 185,548.30 127.8953% 9 13096 MOODY CONTRACTING, INC. $ 190,424.40 131.2563% 10 02032 BULLARD EXCAVATING, INC. $ 202,052.10 139.2711% 11 19015 S & C MATERIALS & PAVING, INC. $ 217,165.40 149.6884% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -2 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 06005 |( 3 ) 23024 |APAC-ALABAMA, INC. |FLOYD CONSTRUCTION COMPANY, |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 5.49 | | | Acres) | | | 0020 206D000 220.000 LF | 7.97000 1753.40| 4.00000 880.00| 10.00000 2200.00 Removing Pipe | | | 0030 210A000 8039.000 CUYD| 1.73000 13907.47| 2.50000 20097.50| 1.80000 14470.20 Unclassified Excavation | | | 0040 210D021 567.000 CUYD| 4.04000 2290.68| 4.00000 2268.00| 5.00000 2835.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 73.000 CUYD| 4.00000 292.00| 5.00000 365.00| 10.00000 730.00 Structure Excavation | | | 0060 214B000 45.000 CUYD| 3.89000 175.05| 4.00000 180.00| 20.00000 900.00 Foundation Backfill, Local | | | 0070 230A000 30.000 RBST| 196.10000 5883.00| 165.00000 4950.00| 215.00000 6450.00 Roadbed Processing | | | 0080 301A072 9971.000 SQYD| 1.53000 15255.63| 2.00000 19942.00| 2.00000 19942.00 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0090 401A000 7156.000 SQYD| 0.35000 2504.60| 0.42000 3005.52| 0.40000 2862.40 Bituminous Treatment A | | | 0100 405A000 205.000 GAL | 2.00000 410.00| 2.00000 410.00| 2.00000 410.00 Tack Coat | | | 0110 429A201 521.000 TON | 38.00000 19798.00| 38.00000 19798.00| 38.50000 20058.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 694.000 TON | 35.00000 24290.00| 36.00000 24984.00| 37.50000 26025.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B003 118.000 TON | 25.41000 2998.38| 20.00000 2360.00| 20.00000 2360.00 Aggregate Surfacing (ALDOT#57) | | | 0140 530A002 140.000 LF | 30.36000 4250.40| 28.00000 3920.00| 35.00000 4900.00 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -3 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 06005 |( 3 ) 23024 |APAC-ALABAMA, INC. |FLOYD CONSTRUCTION COMPANY, |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 530A003 92.000 LF | 40.32000 3709.44| 35.50000 3266.00| 50.00000 4600.00 30" Roadway Pipe (Class 3 R.C.) | | | 0160 535A001 150.000 LF | 22.48000 3372.00| 16.00000 2400.00| 25.00000 3750.00 18" Side Drain Pipe | | | 0170 535A002 130.000 LF | 24.99000 3248.70| 18.00000 2340.00| 33.00000 4290.00 24" Side Drain Pipe | | | 0180 600A000 LUMP| 12000.00000 12000.00| 9400.00000 9400.00| 7500.00000 7500.00 Mobilization | | | 0190 619A003 6.000 EACH| 534.27000 3205.62| 500.00000 3000.00| 450.00000 2700.00 24" Roadway Pipe End Treatment, Class 1 | | | 0200 619A103 2.000 EACH| 635.53000 1271.06| 600.00000 1200.00| 550.00000 1100.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0210 650B000 1640.000 CUYD| 3.64000 5969.60| 4.50000 7380.00| 2.00000 3280.00 Topsoil From Stockpiles | | | 0220 652A061 4.000 ACRE| 380.00000 1520.00| 425.00000 1700.00| 376.20000 1504.80 Seeding (Mix 3E) | | | 0230 656A000 3.000 ACRE| 360.00000 1080.00| 425.00000 1275.00| 356.40000 1069.20 Mulching, Class A, Type 1 | | | 0240 656A001 1.000 ACRE| 525.00000 525.00| 425.00000 425.00| 519.75000 519.75 Mulching, Class A, Type 2 | | | 0250 665F000 50.000 EACH| 4.50000 225.00| 4.00000 200.00| 4.46000 223.00 Hay Bales | | | 0260 665J000 650.000 LF | 3.30000 2145.00| 4.00000 2600.00| 3.27000 2125.50 Silt Fence, Type A | | | 0270 680A000 LUMP| 2700.00000 2700.00| 2000.00000 2000.00| 2500.00000 2500.00 Engineering Controls | | | 0280 701A031 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 1990.00000 1990.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A035 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 2487.50000 2487.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701A045 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 995.00000 995.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0310 701C000 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 497.50000 497.50 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -4 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 06005 |( 3 ) 23024 |APAC-ALABAMA, INC. |FLOYD CONSTRUCTION COMPANY, |WIREGRASS CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0320 701C001 2.000 MILE| 500.00000 1000.00| 500.00000 1000.00| 497.50000 995.00 Solid Temporary Traffic Stripe | | | 0330 703A002 60.000 SQFT| 2.00000 120.00| 2.00000 120.00| 1.99000 119.40 Traffic Control Markings, Class 2, Type | | | A | | | 0340 703D001 60.000 SQFT| 1.30000 78.00| 1.30000 78.00| 1.29000 77.40 Temporary Traffic Control Markings | | | 0350 740B000 125.000 SQFT| 8.42000 1052.50| 12.00000 1500.00| 16.50000 2062.50 Construction Signs | | | 0360 740D000 5.000 EACH| 30.00000 150.00| 50.00000 250.00| 50.00000 250.00 Channelizing Drums | | | 0370 740F002 2.000 EACH| 198.89000 397.78| 225.00000 450.00| 250.00000 500.00 Barricades, Type III | | | SECTION TOTALS | $ 145,078.31| $ 153,744.02| $ 154,279.65 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 145,078.31| $ 153,744.02| $ 154,279.65 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -5 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 4 ) 20050 |( 5 ) 07001 |( 6 ) 20048 |TOMLIN CONSTRUCTION, LLC |S. A. GRAHAM COMPANY, INC. |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 12500.00000 12500.00| 8000.00000 8000.00| 6000.00000 6000.00 Clearing & Grubbing (Approximately 5.49 | | | Acres) | | | 0020 206D000 220.000 LF | 2.50000 550.00| 7.00000 1540.00| 6.00000 1320.00 Removing Pipe | | | 0030 210A000 8039.000 CUYD| 5.00000 40195.00| 3.50000 28136.50| 2.75000 22107.25 Unclassified Excavation | | | 0040 210D021 567.000 CUYD| 6.00000 3402.00| 5.00000 2835.00| 8.00000 4536.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 73.000 CUYD| 6.00000 438.00| 18.00000 1314.00| 5.00000 365.00 Structure Excavation | | | 0060 214B000 45.000 CUYD| 25.00000 1125.00| 21.00000 945.00| 5.00000 225.00 Foundation Backfill, Local | | | 0070 230A000 30.000 RBST| 200.00000 6000.00| 200.00000 6000.00| 150.00000 4500.00 Roadbed Processing | | | 0080 301A072 9971.000 SQYD| 1.50000 14956.50| 1.52000 15155.92| 4.00000 39884.00 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0090 401A000 7156.000 SQYD| 0.35000 2504.60| 0.37000 2647.72| 0.40000 2862.40 Bituminous Treatment A | | | 0100 405A000 205.000 GAL | 2.00000 410.00| 2.10000 430.50| 2.00000 410.00 Tack Coat | | | 0110 429A201 521.000 TON | 38.00000 19798.00| 39.90000 20787.90| 38.50000 20058.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 694.000 TON | 36.00000 24984.00| 37.80000 26233.20| 37.50000 26025.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B003 118.000 TON | 25.00000 2950.00| 25.00000 2950.00| 24.00000 2832.00 Aggregate Surfacing (ALDOT#57) | | | 0140 530A002 140.000 LF | 30.00000 4200.00| 34.00000 4760.00| 25.00000 3500.00 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -6 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 4 ) 20050 |( 5 ) 07001 |( 6 ) 20048 |TOMLIN CONSTRUCTION, LLC |S. A. GRAHAM COMPANY, INC. |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 530A003 92.000 LF | 42.00000 3864.00| 41.00000 3772.00| 40.00000 3680.00 30" Roadway Pipe (Class 3 R.C.) | | | 0160 535A001 150.000 LF | 12.00000 1800.00| 19.00000 2850.00| 12.00000 1800.00 18" Side Drain Pipe | | | 0170 535A002 130.000 LF | 16.00000 2080.00| 28.00000 3640.00| 16.00000 2080.00 24" Side Drain Pipe | | | 0180 600A000 LUMP| 5000.00000 5000.00| 9460.00000 9460.00| 7000.00000 7000.00 Mobilization | | | 0190 619A003 6.000 EACH| 450.00000 2700.00| 787.50000 4725.00| 500.00000 3000.00 24" Roadway Pipe End Treatment, Class 1 | | | 0200 619A103 2.000 EACH| 500.00000 1000.00| 840.00000 1680.00| 600.00000 1200.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0210 650B000 1640.000 CUYD| 5.00000 8200.00| 4.00000 6560.00| 3.50000 5740.00 Topsoil From Stockpiles | | | 0220 652A061 4.000 ACRE| 500.00000 2000.00| 472.50000 1890.00| 500.00000 2000.00 Seeding (Mix 3E) | | | 0230 656A000 3.000 ACRE| 500.00000 1500.00| 472.50000 1417.50| 450.00000 1350.00 Mulching, Class A, Type 1 | | | 0240 656A001 1.000 ACRE| 1000.00000 1000.00| 682.51000 682.51| 650.00000 650.00 Mulching, Class A, Type 2 | | | 0250 665F000 50.000 EACH| 5.00000 250.00| 7.00000 350.00| 6.00000 300.00 Hay Bales | | | 0260 665J000 650.000 LF | 2.50000 1625.00| 3.50000 2275.00| 3.75000 2437.50 Silt Fence, Type A | | | 0270 680A000 LUMP| 1000.00000 1000.00| 7000.00000 7000.00| 2500.00000 2500.00 Engineering Controls | | | 0280 701A031 1.000 MILE| 2000.00000 2000.00| 2100.00000 2100.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A035 1.000 MILE| 2500.00000 2500.00| 2625.00000 2625.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701A045 1.000 MILE| 1000.00000 1000.00| 1050.00000 1050.00| 1000.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0310 701C000 1.000 MILE| 500.00000 500.00| 525.00000 525.00| 500.00000 500.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -7 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 4 ) 20050 |( 5 ) 07001 |( 6 ) 20048 |TOMLIN CONSTRUCTION, LLC |S. A. GRAHAM COMPANY, INC. |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0320 701C001 2.000 MILE| 120.00000 240.00| 525.00000 1050.00| 500.00000 1000.00 Solid Temporary Traffic Stripe | | | 0330 703A002 60.000 SQFT| 1.30000 78.00| 2.10000 126.00| 2.00000 120.00 Traffic Control Markings, Class 2, Type | | | A | | | 0340 703D001 60.000 SQFT| 2.00000 120.00| 1.37000 82.20| 1.30000 78.00 Temporary Traffic Control Markings | | | 0350 740B000 125.000 SQFT| 8.00000 1000.00| 12.00000 1500.00| 14.00000 1750.00 Construction Signs | | | 0360 740D000 5.000 EACH| 60.00000 300.00| 80.00000 400.00| 60.00000 300.00 Channelizing Drums | | | 0370 740F002 2.000 EACH| 210.00000 420.00| 250.00000 500.00| 400.00000 800.00 Barricades, Type III | | | SECTION TOTALS | $ 174,190.10| $ 177,995.95| $ 178,410.65 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 174,190.10| $ 177,995.95| $ 178,410.65 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -8 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 7 ) 03041 |( 8 ) 03081 |( 9 ) 13096 |HILTON COOPER CONTRACTING, |CARDWELL CORPORATION |MOODY CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 11800.00000 11800.00| 30000.00000 30000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 5.49 | | | Acres) | | | 0020 206D000 220.000 LF | 4.50000 990.00| 4.00000 880.00| 8.00000 1760.00 Removing Pipe | | | 0030 210A000 8039.000 CUYD| 2.50000 20097.50| 3.00000 24117.00| 3.00000 24117.00 Unclassified Excavation | | | 0040 210D021 567.000 CUYD| 8.20000 4649.40| 3.00000 1701.00| 8.00000 4536.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 73.000 CUYD| 7.75000 565.75| 4.00000 292.00| 10.00000 730.00 Structure Excavation | | | 0060 214B000 45.000 CUYD| 12.75000 573.75| 0.00000 0.00| 10.00000 450.00 Foundation Backfill, Local | | | 0070 230A000 30.000 RBST| 205.00000 6150.00| 175.00000 5250.00| 200.00000 6000.00 Roadbed Processing | | | 0080 301A072 9971.000 SQYD| 3.60000 35895.60| 1.70000 16950.70| 3.00000 29913.00 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0090 401A000 7156.000 SQYD| 0.37000 2647.72| 0.35000 2504.60| 0.65000 4651.40 Bituminous Treatment A | | | 0100 405A000 205.000 GAL | 2.10000 430.50| 2.00000 410.00| 2.00000 410.00 Tack Coat | | | 0110 429A201 521.000 TON | 40.00000 20840.00| 38.00000 19798.00| 40.00000 20840.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 694.000 TON | 37.90000 26302.60| 36.00000 24984.00| 40.00000 27760.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B003 118.000 TON | 25.00000 2950.00| 25.00000 2950.00| 20.00000 2360.00 Aggregate Surfacing (ALDOT#57) | | | 0140 530A002 140.000 LF | 31.50000 4410.00| 28.00000 3920.00| 35.00000 4900.00 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -9 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 7 ) 03041 |( 8 ) 03081 |( 9 ) 13096 |HILTON COOPER CONTRACTING, |CARDWELL CORPORATION |MOODY CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 530A003 92.000 LF | 42.00000 3864.00| 40.00000 3680.00| 42.00000 3864.00 30" Roadway Pipe (Class 3 R.C.) | | | 0160 535A001 150.000 LF | 20.00000 3000.00| 17.00000 2550.00| 15.50000 2325.00 18" Side Drain Pipe | | | 0170 535A002 130.000 LF | 24.00000 3120.00| 20.00000 2600.00| 19.50000 2535.00 24" Side Drain Pipe | | | 0180 600A000 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 13500.00000 13500.00 Mobilization | | | 0190 619A003 6.000 EACH| 650.00000 3900.00| 400.00000 2400.00| 575.00000 3450.00 24" Roadway Pipe End Treatment, Class 1 | | | 0200 619A103 2.000 EACH| 1050.00000 2100.00| 500.00000 1000.00| 200.00000 400.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0210 650B000 1640.000 CUYD| 4.50000 7380.00| 3.00000 4920.00| 5.00000 8200.00 Topsoil From Stockpiles | | | 0220 652A061 4.000 ACRE| 470.00000 1880.00| 750.00000 3000.00| 500.00000 2000.00 Seeding (Mix 3E) | | | 0230 656A000 3.000 ACRE| 470.00000 1410.00| 750.00000 2250.00| 500.00000 1500.00 Mulching, Class A, Type 1 | | | 0240 656A001 1.000 ACRE| 525.00000 525.00| 750.00000 750.00| 600.00000 600.00 Mulching, Class A, Type 2 | | | 0250 665F000 50.000 EACH| 6.00000 300.00| 3.00000 150.00| 5.00000 250.00 Hay Bales | | | 0260 665J000 650.000 LF | 4.75000 3087.50| 4.00000 2600.00| 4.00000 2600.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 2500.00000 2500.00 Engineering Controls | | | 0280 701A031 1.000 MILE| 1200.00000 1200.00| 1.00000 1.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A035 1.000 MILE| 1525.00000 1525.00| 1.00000 1.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701A045 1.000 MILE| 780.00000 780.00| 1.00000 1.00| 1000.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0310 701C000 1.000 MILE| 425.00000 425.00| 1.00000 1.00| 500.00000 500.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -10 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 7 ) 03041 |( 8 ) 03081 |( 9 ) 13096 |HILTON COOPER CONTRACTING, |CARDWELL CORPORATION |MOODY CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0320 701C001 2.000 MILE| 290.00000 580.00| 1.00000 2.00| 500.00000 1000.00 Solid Temporary Traffic Stripe | | | 0330 703A002 60.000 SQFT| 3.70000 222.00| 3.00000 180.00| 2.00000 120.00 Traffic Control Markings, Class 2, Type | | | A | | | 0340 703D001 60.000 SQFT| 3.15000 189.00| 3.00000 180.00| 1.30000 78.00 Temporary Traffic Control Markings | | | 0350 740B000 125.000 SQFT| 6.00000 750.00| 13.00000 1625.00| 5.00000 625.00 Construction Signs | | | 0360 740D000 5.000 EACH| 58.00000 290.00| 60.00000 300.00| 10.00000 50.00 Channelizing Drums | | | 0370 740F002 2.000 EACH| 150.00000 300.00| 300.00000 600.00| 200.00000 400.00 Barricades, Type III | | | SECTION TOTALS | $ 185,130.32| $ 185,548.30| $ 190,424.40 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 185,130.32| $ 185,548.30| $ 190,424.40 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -11 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 10 ) 02032 |( 11 ) 19015 |( ) |BULLARD EXCAVATING, INC. |S & C MATERIALS & PAVING, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 15000.00000 15000.00| 6000.00000 6000.00| Clearing & Grubbing (Approximately 5.49 | | | Acres) | | | 0020 206D000 220.000 LF | 8.00000 1760.00| 10.00000 2200.00| Removing Pipe | | | 0030 210A000 8039.000 CUYD| 3.00000 24117.00| 4.00000 32156.00| Unclassified Excavation | | | 0040 210D021 567.000 CUYD| 7.00000 3969.00| 6.00000 3402.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 73.000 CUYD| 15.00000 1095.00| 6.50000 474.50| Structure Excavation | | | 0060 214B000 45.000 CUYD| 17.00000 765.00| 20.00000 900.00| Foundation Backfill, Local | | | 0070 230A000 30.000 RBST| 150.00000 4500.00| 225.00000 6750.00| Roadbed Processing | | | 0080 301A072 9971.000 SQYD| 3.00000 29913.00| 4.50000 44869.50| Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0090 401A000 7156.000 SQYD| 0.65000 4651.40| 0.65000 4651.40| Bituminous Treatment A | | | 0100 405A000 205.000 GAL | 2.00000 410.00| 2.00000 410.00| Tack Coat | | | 0110 429A201 521.000 TON | 38.82000 20225.22| 39.00000 20319.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 694.000 TON | 37.67000 26142.98| 36.00000 24984.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B003 118.000 TON | 32.00000 3776.00| 22.00000 2596.00| Aggregate Surfacing (ALDOT#57) | | | 0140 530A002 140.000 LF | 37.50000 5250.00| 35.00000 4900.00| 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -12 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 10 ) 02032 |( 11 ) 19015 |( ) |BULLARD EXCAVATING, INC. |S & C MATERIALS & PAVING, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 530A003 92.000 LF | 55.00000 5060.00| 55.00000 5060.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0160 535A001 150.000 LF | 16.88000 2532.00| 18.00000 2700.00| 18" Side Drain Pipe | | | 0170 535A002 130.000 LF | 21.75000 2827.50| 25.00000 3250.00| 24" Side Drain Pipe | | | 0180 600A000 LUMP| 20000.00000 20000.00| 12000.00000 12000.00| Mobilization | | | 0190 619A003 6.000 EACH| 550.00000 3300.00| 275.00000 1650.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0200 619A103 2.000 EACH| 700.00000 1400.00| 300.00000 600.00| 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0210 650B000 1640.000 CUYD| 3.50000 5740.00| 8.00000 13120.00| Topsoil From Stockpiles | | | 0220 652A061 4.000 ACRE| 380.00000 1520.00| 450.00000 1800.00| Seeding (Mix 3E) | | | 0230 656A000 3.000 ACRE| 360.00000 1080.00| 450.00000 1350.00| Mulching, Class A, Type 1 | | | 0240 656A001 1.000 ACRE| 525.00000 525.00| 650.00000 650.00| Mulching, Class A, Type 2 | | | 0250 665F000 50.000 EACH| 4.50000 225.00| 5.00000 250.00| Hay Bales | | | 0260 665J000 650.000 LF | 3.30000 2145.00| 5.50000 3575.00| Silt Fence, Type A | | | 0270 680A000 LUMP| 5000.00000 5000.00| 6500.00000 6500.00| Engineering Controls | | | 0280 701A031 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A035 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701A045 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0310 701C000 1.000 MILE| 500.00000 500.00| 500.00000 500.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 100 -13 TABULATION OF BIDS CALL ORDER : 100 CONTRACT ID : 20020301100 COUNTIES : COFFEE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 10 ) 02032 |( 11 ) 19015 |( ) |BULLARD EXCAVATING, INC. |S & C MATERIALS & PAVING, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0320 701C001 2.000 MILE| 500.00000 1000.00| 500.00000 1000.00| Solid Temporary Traffic Stripe | | | 0330 703A002 60.000 SQFT| 2.00000 120.00| 2.00000 120.00| Traffic Control Markings, Class 2, Type | | | A | | | 0340 703D001 60.000 SQFT| 1.30000 78.00| 1.30000 78.00| Temporary Traffic Control Markings | | | 0350 740B000 125.000 SQFT| 8.00000 1000.00| 16.00000 2000.00| Construction Signs | | | 0360 740D000 5.000 EACH| 65.00000 325.00| 70.00000 350.00| Channelizing Drums | | | 0370 740F002 2.000 EACH| 300.00000 600.00| 250.00000 500.00| Barricades, Type III | | | SECTION TOTALS | $ 202,052.10| $ 217,165.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 202,052.10| $ 217,165.40| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 102 -1 VENDOR RANKING CALL ORDER : 102 CONTRACT ID : 20020301102 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-302-391-013-202 for constructing the Resurfacing and Traffic Stripe on S.R.#13 (U.S.#43) from MP 325.183 at S.R.#2 to MP 330.000 north of Killen. Length - 4.817 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 653,107.70 100.0000% 2 02035 BURGREEN CONTRACTING COMPANY, INC. $ 759,955.05 116.3598% 3 01018 APAC-ALABAMA, INC. $ 762,480.41 116.7465% 4 19074 S & M EQUIPMENT CO., INC. $ 779,729.22 119.3875% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 102 -2 TABULATION OF BIDS CALL ORDER : 102 CONTRACT ID : 20020301102 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01018 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 305B060 2300.000 TON | 9.50000 21850.00| 13.00000 29900.00| 14.80000 34040.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 7179.000 GAL | 1.90000 13640.10| 1.00000 7179.00| 1.30000 9332.70 Tack Coat | | | 0030 424A360 6496.000 TON | 26.00000 168896.00| 32.00000 207872.00| 31.65000 205598.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 87.000 TON | 37.00000 3219.00| 34.00000 2958.00| 38.94000 3387.78 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 12991.000 TON | 21.75000 282554.25| 26.50000 344261.50| 26.27000 341273.57 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 700.000 TON | 28.00000 19600.00| 20.00000 14000.00| 39.17000 27419.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 500.000 TON | 27.25000 13625.00| 20.00000 10000.00| 35.45000 17725.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 173.000 TON | 36.75000 6357.75| 28.50000 4930.50| 30.63000 5298.99 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428C000 50868.000 LF | 0.20000 10173.60| 0.20000 10173.60| 0.17000 8647.56 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 6113.00000 6113.00| 17000.00000 17000.00| 4343.48000 4343.48 Mobilization | | | 0110 701C000 6.000 MILE| 310.00000 1860.00| 325.00000 1950.00| 316.20000 1897.20 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 102 -3 TABULATION OF BIDS CALL ORDER : 102 CONTRACT ID : 20020301102 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01018 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0120 701C001 14.000 MILE| 330.00000 4620.00| 350.00000 4900.00| 336.60000 4712.40 Solid Temporary Traffic Stripe | | | 0130 702A040 1.000 MILE| 1800.00000 1800.00| 2000.00000 2000.00| 1836.00000 1836.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0140 702A041 10.000 MILE| 3800.00000 38000.00| 3850.00000 38500.00| 3876.00000 38760.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A042 3.000 MILE| 1800.00000 5400.00| 2000.00000 6000.00| 1836.00000 5508.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 7.000 MILE| 3800.00000 26600.00| 3850.00000 26950.00| 3876.00000 27132.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 1519.000 LF | 1.60000 2430.40| 1.65000 2506.35| 1.63000 2475.97 Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 2119.000 SQFT| 1.70000 3602.30| 1.90000 4026.10| 1.73000 3665.87 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 68.000 SQFT| 2.80000 190.40| 3.00000 204.00| 2.86000 194.48 Traffic Control Legends, Class 2, Type | | | 0200 703D001 384.000 SQFT| 1.00000 384.00| 1.40000 537.60| 1.02000 391.68 Temporary Traffic Control Markings | | | 0210 705A030 112.000 EACH| 4.90000 548.80| 5.20000 582.40| 5.00000 560.00 Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 141.000 EACH| 4.70000 662.70| 5.20000 733.20| 4.79000 675.39 Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 602.000 EACH| 4.70000 2829.40| 5.20000 3130.40| 4.79000 2883.58 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 353.000 EACH| 4.90000 1729.70| 5.20000 1835.60| 5.00000 1765.00 Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 224.000 EACH| 4.90000 1097.60| 5.20000 1164.80| 5.00000 1120.00 Pavement Markers, Class A-H, Type 2-E | | | 0260 740B000 1336.000 SQFT| 7.50000 10020.00| 10.00000 13360.00| 7.50000 10020.00 Construction Signs | | | 0270 740E000 50.000 EACH| 2.25000 112.50| 1.00000 50.00| 5.58000 279.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 102 -4 TABULATION OF BIDS CALL ORDER : 102 CONTRACT ID : 20020301102 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 18031 |( 2 ) 02035 |( 3 ) 01018 |ROGERS GROUP, INC. |BURGREEN CONTRACTING CO., I |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0280 740M001 50.000 EACH| 1.50000 75.00| 1.00000 50.00| 3.67000 183.50 Ballast For Cone | | | 0290 740O000 1.000 EACH| 5000.00000 5000.00| 2500.00000 2500.00| 1128.22000 1128.22 Pilot Car | | | 0300 741C010 1.000 EACH| 116.20000 116.20| 700.00000 700.00| 225.64000 225.64 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 653,107.70| $ 759,955.05| $ 762,480.41 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 653,107.70| $ 759,955.05| $ 762,480.41 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 102 -5 TABULATION OF BIDS CALL ORDER : 102 CONTRACT ID : 20020301102 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 305B060 2300.000 TON | 15.00000 34500.00| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 7179.000 GAL | 1.05000 7537.95| | Tack Coat | | | 0030 424A360 6496.000 TON | 31.50000 204624.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 87.000 TON | 50.00000 4350.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 12991.000 TON | 24.50000 318279.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 700.000 TON | 32.50000 22750.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 500.000 TON | 34.50000 17250.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 173.000 TON | 45.00000 7785.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428C000 50868.000 LF | 0.25000 12717.00| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 20000.00000 20000.00| | Mobilization | | | 0110 701C000 6.000 MILE| 356.50000 2139.00| | Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 102 -6 TABULATION OF BIDS CALL ORDER : 102 CONTRACT ID : 20020301102 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0120 701C001 14.000 MILE| 379.50000 5313.00| | Solid Temporary Traffic Stripe | | | 0130 702A040 1.000 MILE| 2070.00000 2070.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0140 702A041 10.000 MILE| 4370.00000 43700.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A042 3.000 MILE| 2070.00000 6210.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 7.000 MILE| 4370.00000 30590.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 1519.000 LF | 1.84000 2794.96| | Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 2119.000 SQFT| 1.96000 4153.24| | Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 68.000 SQFT| 3.22000 218.96| | Traffic Control Legends, Class 2, Type | | | 0200 703D001 384.000 SQFT| 1.15000 441.60| | Temporary Traffic Control Markings | | | 0210 705A030 112.000 EACH| 5.64000 631.68| | Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 141.000 EACH| 5.41000 762.81| | Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 602.000 EACH| 5.41000 3256.82| | Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 353.000 EACH| 5.64000 1990.92| | Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 224.000 EACH| 5.64000 1263.36| | Pavement Markers, Class A-H, Type 2-E | | | 0260 740B000 1336.000 SQFT| 12.22000 16325.92| | Construction Signs | | | 0270 740E000 50.000 EACH| 11.39000 569.50| | Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 102 -7 TABULATION OF BIDS CALL ORDER : 102 CONTRACT ID : 20020301102 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0280 740M001 50.000 EACH| 7.48000 374.00| | Ballast For Cone | | | 0290 740O000 1.000 EACH| 2300.00000 2300.00| | Pilot Car | | | 0300 741C010 1.000 EACH| 4830.00000 4830.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 779,729.22| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 779,729.22| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 103 -1 VENDOR RANKING CALL ORDER : 103 CONTRACT ID : 20020301103 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-302-391-013-203 for constructing the Resurfacing and Traffic Stripe on S.R.#13 (U.S.#43) from near S.R.#64 to the Tennessee state line. Length 5.995 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 692,990.05 100.0000% 2 01018 APAC-ALABAMA, INC. $ 814,183.05 117.4884% 3 02035 BURGREEN CONTRACTING COMPANY, INC. $ 815,741.05 117.7132% 4 19074 S & M EQUIPMENT CO., INC. $ 843,070.07 121.6569% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 103 -2 TABULATION OF BIDS CALL ORDER : 103 CONTRACT ID : 20020301103 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 18031 |( 2 ) 01018 |( 3 ) 02035 |ROGERS GROUP, INC. |APAC-ALABAMA, INC. |BURGREEN CONTRACTING CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 305B060 2600.000 TON | 9.50000 24700.00| 14.94000 38844.00| 13.00000 33800.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 8522.000 GAL | 1.80000 15339.60| 1.30000 11078.60| 1.00000 8522.00 Tack Coat | | | 0030 424A360 7564.000 TON | 26.50000 200446.00| 31.51000 238341.64| 32.00000 242048.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 177.000 TON | 36.00000 6372.00| 37.03000 6554.31| 34.00000 6018.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 15128.000 TON | 22.00000 332816.00| 26.73000 404371.44| 26.50000 400892.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 600.000 TON | 27.00000 16200.00| 38.16000 22896.00| 20.00000 12000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 500.000 TON | 27.50000 13750.00| 35.66000 17830.00| 20.00000 10000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 353.000 TON | 34.00000 12002.00| 30.82000 10879.46| 28.50000 10060.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428C000 63308.000 LF | 0.20000 12661.60| 0.17000 10762.36| 0.20000 12661.60 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 6033.00000 6033.00| 4342.52000 4342.52| 27000.00000 27000.00 Mobilization | | | 0110 701A028 13.000 MILE| 1160.00000 15080.00| 1183.20000 15381.60| 1190.00000 15470.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 103 -3 TABULATION OF BIDS CALL ORDER : 103 CONTRACT ID : 20020301103 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 1 ) 18031 |( 2 ) 01018 |( 3 ) 02035 |ROGERS GROUP, INC. |APAC-ALABAMA, INC. |BURGREEN CONTRACTING CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0120 701A046 6.000 MILE| 820.00000 4920.00| 836.40000 5018.40| 850.00000 5100.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 3.000 MILE| 1500.00000 4500.00| 1530.00000 4590.00| 1550.00000 4650.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701B009 757.000 LF | 0.65000 492.05| 0.66000 499.62| 0.75000 567.75 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 12.000 MILE| 310.00000 3720.00| 316.20000 3794.40| 325.00000 3900.00 Broken Temporary Traffic Stripe | | | 0160 701C001 6.000 MILE| 330.00000 1980.00| 336.60000 2019.60| 350.00000 2100.00 Solid Temporary Traffic Stripe | | | 0170 703A002 2200.000 SQFT| 1.80000 3960.00| 1.84000 4048.00| 1.90000 4180.00 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 76.000 SQFT| 2.80000 212.80| 2.86000 217.36| 3.00000 228.00 Traffic Control Legends, Class 2, Type | | | 0190 703D001 336.000 SQFT| 1.00000 336.00| 1.02000 342.72| 1.40000 470.40 Temporary Traffic Control Markings | | | 0200 705A032 152.000 EACH| 5.00000 760.00| 5.10000 775.20| 5.20000 790.40 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 412.000 EACH| 5.00000 2060.00| 5.10000 2101.20| 5.20000 2142.40 Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 1054.000 SQFT| 8.50000 8959.00| 7.50000 7905.00| 10.00000 10540.00 Construction Signs | | | 0230 740E000 50.000 EACH| 2.25000 112.50| 5.58000 279.00| 1.00000 50.00 Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 1.55000 77.50| 3.66000 183.00| 1.00000 50.00 Ballast For Cone | | | 0250 740O000 1.000 EACH| 5500.00000 5500.00| 1127.62000 1127.62| 2500.00000 2500.00 Pilot Car | | | SECTION TOTALS | $ 692,990.05| $ 814,183.05| $ 815,741.05 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 692,990.05| $ 814,183.05| $ 815,741.05 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 103 -4 TABULATION OF BIDS CALL ORDER : 103 CONTRACT ID : 20020301103 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 305B060 2600.000 TON | 16.00000 41600.00| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 8522.000 GAL | 1.05000 8948.10| | Tack Coat | | | 0030 424A360 7564.000 TON | 32.50000 245830.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 177.000 TON | 50.00000 8850.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 15128.000 TON | 25.50000 385764.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 600.000 TON | 33.00000 19800.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 500.000 TON | 35.00000 17500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 353.000 TON | 45.00000 15885.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428C000 63308.000 LF | 0.25000 15827.00| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 22500.00000 22500.00| | Mobilization | | | 0110 701A028 13.000 MILE| 1334.00000 17342.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 103 -5 TABULATION OF BIDS CALL ORDER : 103 CONTRACT ID : 20020301103 COUNTIES : LAUDERDALE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0120 701A046 6.000 MILE| 943.00000 5658.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 3.000 MILE| 1725.00000 5175.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701B009 757.000 LF | 0.75000 567.75| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 12.000 MILE| 356.50000 4278.00| | Broken Temporary Traffic Stripe | | | 0160 701C001 6.000 MILE| 379.50000 2277.00| | Solid Temporary Traffic Stripe | | | 0170 703A002 2200.000 SQFT| 2.07000 4554.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 76.000 SQFT| 3.22000 244.72| | Traffic Control Legends, Class 2, Type | | | 0190 703D001 336.000 SQFT| 1.15000 386.40| | Temporary Traffic Control Markings | | | 0200 705A032 152.000 EACH| 5.75000 874.00| | Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 412.000 EACH| 5.75000 2369.00| | Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 1054.000 SQFT| 12.90000 13596.60| | Construction Signs | | | 0230 740E000 50.000 EACH| 11.39000 569.50| | Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 7.48000 374.00| | Ballast For Cone | | | 0250 740O000 1.000 EACH| 2300.00000 2300.00| | Pilot Car | | | SECTION TOTALS | $ 843,070.07| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 843,070.07| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 104 -1 VENDOR RANKING CALL ORDER : 104 CONTRACT ID : 20020301104 COUNTIES : ST. CLAIR LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-582-023-203 for constructing the Resurfacing and Traffic Stripe on S.R.#23 from C.R.#222 (Evergreen Road) to S.R.#25 in Ashville. Length 8.420 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 556,410.28 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 558,279.73 100.3360% 3 01018 APAC-ALABAMA, INC. $ 573,642.94 103.0971% 4 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 585,588.75 105.2441% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 104 -2 TABULATION OF BIDS CALL ORDER : 104 CONTRACT ID : 20020301104 COUNTIES : ST. CLAIR LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 206C025 212.000 SQYD| 4.04000 856.48| 6.00000 1272.00| 17.85000 3784.20 Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 209A000 10.000 EACH| 79.85000 798.50| 50.00000 500.00| 170.00000 1700.00 Mailbox Reset, Single | | | 0030 209A001 2.000 EACH| 117.85000 235.70| 100.00000 200.00| 195.00000 390.00 Mailbox Reset, Double | | | 0040 305A040 2191.000 CUYD| 9.64000 21121.24| 9.50000 20814.50| 11.29000 24736.39 Soil Aggregate, Section 823, Chert or | | | Red Dog, for miscellaneous use | | | 0050 401B100 53420.000 SQYD| 0.59000 31517.80| 0.51960 27757.03| 0.55000 29381.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 3844.000 GAL | 0.90000 3459.60| 1.00000 3844.00| 0.00000 0.00 Tack Coat | | | 0070 424A361 9609.000 TON | 32.23000 309698.07| 31.85000 306046.65| 33.11000 318153.99 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 2983.000 TON | 34.07000 101630.81| 32.45000 96798.35| 35.95000 107238.85 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B656 300.000 TON | 48.68000 14604.00| 40.00000 12000.00| 71.49000 21447.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 7504.70000 7504.70| 31600.00000 31600.00| 6577.00000 6577.00 Mobilization | | | 0110 665F000 50.000 EACH| 3.61000 180.50| 1.00000 50.00| 4.20000 210.00 Hay Bales | | | 0120 665J000 150.000 LF | 3.61000 541.50| 1.00000 150.00| 5.25000 787.50 Silt Fence, Type A | | | 0130 701A028 17.000 MILE| 1295.02000 22015.34| 1140.00000 19380.00| 1197.00000 20349.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 104 -3 TABULATION OF BIDS CALL ORDER : 104 CONTRACT ID : 20020301104 COUNTIES : ST. CLAIR LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 701A046 5.000 MILE| 908.79000 4543.95| 800.00000 4000.00| 840.00000 4200.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 11.000 MILE| 1635.81000 17993.91| 1440.00000 15840.00| 1512.00000 16632.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701C000 7.000 MILE| 329.44000 2306.08| 290.00000 2030.00| 304.50000 2131.50 Broken Temporary Traffic Stripe | | | 0170 701C001 16.000 MILE| 352.15000 5634.40| 310.00000 4960.00| 325.50000 5208.00 Solid Temporary Traffic Stripe | | | 0180 703A002 552.000 SQFT| 1.94000 1070.88| 1.70000 938.40| 1.79000 988.08 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703D001 552.000 SQFT| 1.14000 629.28| 1.00000 552.00| 1.05000 579.60 Temporary Traffic Control Markings | | | 0200 705A032 164.000 EACH| 5.23000 857.72| 4.60000 754.40| 4.83000 792.12 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 824.000 EACH| 5.23000 4309.52| 4.80000 3955.20| 5.04000 4152.96 Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 515.000 SQFT| 8.42000 4336.30| 8.48000 4367.20| 7.25000 3733.75 Construction Signs | | | 0230 740E000 235.000 EACH| 1.20000 282.00| 1.00000 235.00| 1.00000 235.00 Cones (36 Inches High) | | | 0240 740M001 235.000 EACH| 1.20000 282.00| 1.00000 235.00| 1.00000 235.00 Ballast For Cone | | | SECTION TOTALS | $ 556,410.28| $ 558,279.73| $ 573,642.94 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 556,410.28| $ 558,279.73| $ 573,642.94 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 104 -4 TABULATION OF BIDS CALL ORDER : 104 CONTRACT ID : 20020301104 COUNTIES : ST. CLAIR LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 206C025 212.000 SQYD| 10.00000 2120.00| | Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 209A000 10.000 EACH| 80.00000 800.00| | Mailbox Reset, Single | | | 0030 209A001 2.000 EACH| 160.00000 320.00| | Mailbox Reset, Double | | | 0040 305A040 2191.000 CUYD| 7.00000 15337.00| | Soil Aggregate, Section 823, Chert or | | | Red Dog, for miscellaneous use | | | 0050 401B100 53420.000 SQYD| 0.50000 26710.00| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 3844.000 GAL | 2.00000 7688.00| | Tack Coat | | | 0070 424A361 9609.000 TON | 31.50000 302683.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 2983.000 TON | 31.00000 92473.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B656 300.000 TON | 75.00000 22500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 55555.00000 55555.00| | Mobilization | | | 0110 665F000 50.000 EACH| 1.00000 50.00| | Hay Bales | | | 0120 665J000 150.000 LF | 0.50000 75.00| | Silt Fence, Type A | | | 0130 701A028 17.000 MILE| 1140.00000 19380.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 104 -5 TABULATION OF BIDS CALL ORDER : 104 CONTRACT ID : 20020301104 COUNTIES : ST. CLAIR LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 701A046 5.000 MILE| 800.00000 4000.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 11.000 MILE| 1440.00000 15840.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701C000 7.000 MILE| 290.00000 2030.00| | Broken Temporary Traffic Stripe | | | 0170 701C001 16.000 MILE| 310.00000 4960.00| | Solid Temporary Traffic Stripe | | | 0180 703A002 552.000 SQFT| 1.70000 938.40| | Traffic Control Markings, Class 2, Type | | | A | | | 0190 703D001 552.000 SQFT| 1.00000 552.00| | Temporary Traffic Control Markings | | | 0200 705A032 164.000 EACH| 4.60000 754.40| | Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 824.000 EACH| 4.80000 3955.20| | Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 515.000 SQFT| 12.65000 6514.75| | Construction Signs | | | 0230 740E000 235.000 EACH| 1.00000 235.00| | Cones (36 Inches High) | | | 0240 740M001 235.000 EACH| 0.50000 117.50| | Ballast For Cone | | | SECTION TOTALS | $ 585,588.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 585,588.75| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 105 -1 VENDOR RANKING CALL ORDER : 105 CONTRACT ID : 20020301105 COUNTIES : BULLOCK LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-306-062-223-201 for constructing the Resurfacing and Traffic Stripe on S.R.#223 from C.R.#39 to one mile north of the south city limit of Union Springs. Length 5.195 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 366,455.70 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 397,241.90 108.4011% 3 01023 ASPHALT CONTRACTORS, INC. $ 445,842.50 121.6634% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 105 -2 TABULATION OF BIDS CALL ORDER : 105 CONTRACT ID : 20020301105 COUNTIES : BULLOCK LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 01023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 210D021 4000.000 CUYD| 6.12000 24480.00| 6.50000 26000.00| 8.30000 33200.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 401B113 73150.000 SQYD| 0.51000 37306.50| 0.51000 37306.50| 0.51000 37306.50 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0030 405A000 3000.000 GAL | 0.01000 30.00| 0.65000 1950.00| 0.70000 2100.00 Tack Coat | | | 0040 424A361 8300.000 TON | 27.27000 226341.00| 28.65000 237795.00| 31.05000 257715.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A365 100.000 TON | 58.15000 5815.00| 60.00000 6000.00| 65.00000 6500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A367 500.000 TON | 30.75000 15375.00| 31.50000 15750.00| 35.00000 17500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 4400.00000 4400.00| 15000.00000 15000.00| 34700.00000 34700.00 Mobilization | | | 0080 652A056 10.000 ACRE| 400.00000 4000.00| 445.50000 4455.00| 450.00000 4500.00 Seeding (Mix 2E) | | | 0090 656A000 10.000 ACRE| 400.00000 4000.00| 445.50000 4455.00| 450.00000 4500.00 Mulching, Class A, Type 1 | | | 0100 665F000 150.000 EACH| 8.00000 1200.00| 4.95000 742.50| 8.00000 1200.00 Hay Bales | | | 0110 665J000 1000.000 LF | 5.00000 5000.00| 4.95000 4950.00| 3.50000 3500.00 Silt Fence, Type A | | | 0120 701A028 10.000 MILE| 1140.00000 11400.00| 1134.30000 11343.00| 1140.00000 11400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A046 2.000 MILE| 780.00000 1560.00| 776.10000 1552.20| 780.00000 1560.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 105 -3 TABULATION OF BIDS CALL ORDER : 105 CONTRACT ID : 20020301105 COUNTIES : BULLOCK LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 01023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 701A048 9.000 MILE| 1420.00000 12780.00| 1412.90000 12716.10| 1420.00000 12780.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701C000 2.000 MILE| 280.00000 560.00| 278.60000 557.20| 280.00000 560.00 Broken Temporary Traffic Stripe | | | 0160 701C001 19.000 MILE| 280.00000 5320.00| 278.60000 5293.40| 280.00000 5320.00 Solid Temporary Traffic Stripe | | | 0170 703A002 430.000 SQFT| 1.80000 774.00| 1.79000 769.70| 1.80000 774.00 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703D001 430.000 SQFT| 1.00000 430.00| 1.00000 430.00| 1.00000 430.00 Temporary Traffic Control Markings | | | 0190 705A032 110.000 EACH| 4.60000 506.00| 4.58000 503.80| 4.60000 506.00 Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 575.000 EACH| 4.80000 2760.00| 4.78000 2748.50| 4.80000 2760.00 Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 452.000 SQFT| 5.35000 2418.20| 12.00000 5424.00| 9.25000 4181.00 Construction Signs | | | 0220 740E000 150.000 EACH| 0.00000 0.00| 6.00000 900.00| 12.00000 1800.00 Cones (36 Inches High) | | | 0230 740M001 150.000 EACH| 0.00000 0.00| 4.00000 600.00| 7.00000 1050.00 Ballast For Cone | | | SECTION TOTALS | $ 366,455.70| $ 397,241.90| $ 445,842.50 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 366,455.70| $ 397,241.90| $ 445,842.50 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 106 -1 VENDOR RANKING CALL ORDER : 106 CONTRACT ID : 20020301106 COUNTIES : LOWNDES LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-306-434-263-201 for constructing the Resurfacing and Traffic Stripe on S.R.#263 from the Butler County Line to S.R.#21 near Braggs. Length 8.480 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 469,182.65 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 494,159.15 105.3234% 3 01023 ASPHALT CONTRACTORS, INC. $ 725,051.40 154.5350% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 106 -2 TABULATION OF BIDS CALL ORDER : 106 CONTRACT ID : 20020301106 COUNTIES : LOWNDES LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 01023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 210D021 4900.000 CUYD| 9.00000 44100.00| 3.50000 17150.00| 11.75000 57575.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 4250.000 GAL | 1.00000 4250.00| 2.15000 9137.50| 0.90000 3825.00 Tack Coat | | | 0030 408A053 4845.000 SQYD| 0.75000 3633.75| 0.95000 4602.75| 2.25000 10901.25 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A361 10500.000 TON | 27.50000 288750.00| 29.15000 306075.00| 37.65000 395325.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424B651 550.000 TON | 30.00000 16500.00| 29.00000 15950.00| 39.00000 21450.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 100.000 TON | 40.00000 4000.00| 50.00000 5000.00| 95.00000 9500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B658 1200.000 TON | 28.50000 34200.00| 29.85000 35820.00| 41.70000 50040.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 3800.00000 3800.00| 25500.00000 25500.00| 93700.00000 93700.00 Mobilization | | | 0090 652A056 17.000 ACRE| 400.00000 6800.00| 500.00000 8500.00| 565.00000 9605.00 Seeding (Mix 2E) | | | 0100 656A000 17.000 ACRE| 400.00000 6800.00| 450.00000 7650.00| 565.00000 9605.00 Mulching, Class A, Type 1 | | | 0110 665F000 150.000 EACH| 6.00000 900.00| 5.00000 750.00| 8.80000 1320.00 Hay Bales | | | 0120 665J000 1000.000 LF | 2.50000 2500.00| 3.50000 3500.00| 4.25000 4250.00 Silt Fence, Type A | | | 0130 701A028 17.000 MILE| 1140.00000 19380.00| 1140.00000 19380.00| 1140.00000 19380.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 106 -3 TABULATION OF BIDS CALL ORDER : 106 CONTRACT ID : 20020301106 COUNTIES : LOWNDES LETTING DATE : 03/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 01023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0140 701A046 9.000 MILE| 820.00000 7380.00| 820.00000 7380.00| 820.00000 7380.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 3.000 MILE| 1440.00000 4320.00| 1440.00000 4320.00| 1440.00000 4320.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701C000 10.000 MILE| 270.00000 2700.00| 270.00000 2700.00| 270.00000 2700.00 Broken Temporary Traffic Stripe | | | 0170 701C001 21.000 MILE| 290.00000 6090.00| 290.00000 6090.00| 290.00000 6090.00 Solid Temporary Traffic Stripe | | | 0180 701G125 1210.000 LF | 3.40000 4114.00| 3.40000 4114.00| 3.40000 4114.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G129 605.000 LF | 1.20000 726.00| 1.20000 726.00| 1.20000 726.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H001 1210.000 LF | 0.50000 605.00| 0.50000 605.00| 0.50000 605.00 Solid Traffic Stripe Removed (Plastic) | | | 0210 701H006 605.000 LF | 0.50000 302.50| 0.50000 302.50| 0.50000 302.50 Broken Traffic Stripe Removed (Plastic) | | | 0220 703A002 225.000 SQFT| 1.80000 405.00| 1.80000 405.00| 1.80000 405.00 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D001 225.000 SQFT| 1.00000 225.00| 1.00000 225.00| 1.00000 225.00 Temporary Traffic Control Markings | | | 0240 705A032 111.000 EACH| 4.60000 510.60| 4.60000 510.60| 4.60000 510.60 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 571.000 EACH| 4.80000 2740.80| 4.80000 2740.80| 4.80000 2740.80 Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 375.000 SQFT| 7.20000 2700.00| 9.00000 3375.00| 14.25000 5343.75 Construction Signs | | | 0270 740E000 150.000 EACH| 3.00000 450.00| 7.00000 1050.00| 12.75000 1912.50 Cones (36 Inches High) | | | 0280 740M001 150.000 EACH| 2.00000 300.00| 4.00000 600.00| 8.00000 1200.00 Ballast For Cone | | | SECTION TOTALS | $ 469,182.65| $ 494,159.15| $ 725,051.40 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 469,182.65| $ 494,159.15| $ 725,051.40 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 108 -1 VENDOR RANKING CALL ORDER : 108 CONTRACT ID : 20020301108 COUNTIES : CRENSHAW LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-215-009-201 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#9 (U.S.#331) from near the south city limits of Luverne (MP 52.11) to Airport Road (C.R.#57). Length 4.552 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 542,436.47 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 639,548.62 117.9030% 3 02032 BULLARD EXCAVATING, INC. $ 694,634.74 128.0583% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 108 -2 TABULATION OF BIDS CALL ORDER : 108 CONTRACT ID : 20020301108 COUNTIES : CRENSHAW LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 206D000 38.000 LF | 10.00000 380.00| 10.00000 380.00| 50.00000 1900.00 Removing Pipe | | | 0020 206D002 1000.000 LF | 3.00000 3000.00| 3.00000 3000.00| 5.00000 5000.00 Removing Curb | | | 0030 206E001 2.000 EACH| 325.00000 650.00| 300.00000 600.00| 1500.00000 3000.00 Removing Inlets | | | 0040 209A000 3.000 EACH| 50.00000 150.00| 150.00000 450.00| 50.00000 150.00 Mailbox Reset, Single | | | 0050 210D021 800.000 CUYD| 7.74000 6192.00| 8.50000 6800.00| 10.00000 8000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 214A000 152.000 CUYD| 3.00000 456.00| 10.00000 1520.00| 15.00000 2280.00 Structure Excavation | | | 0070 214B000 120.000 CUYD| 4.03000 483.60| 10.00000 1200.00| 12.50000 1500.00 Foundation Backfill, Local | | | 0080 401B100 108859.000 SQYD| 0.51000 55518.09| 0.52000 56606.68| 0.55000 59872.45 Bituminous Treatment E (With Polymer | | | Additive) | | | 0090 405A000 4311.000 GAL | 0.01000 43.11| 0.65000 2802.15| 1.50000 6466.50 Tack Coat | | | 0100 408A052 71272.000 SQYD| 0.53000 37774.16| 0.68000 48464.96| 0.75000 53454.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0110 424A361 8164.000 TON | 29.18000 238225.52| 31.65000 258390.60| 36.47000 297741.08 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424A366 500.000 TON | 27.97000 13985.00| 34.15000 17075.00| 42.65000 21325.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 428B000 13207.000 LF | 0.03000 396.21| 0.08000 1056.56| 0.20000 2641.40 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0140 533A098 473.000 LF | 28.91000 13674.43| 35.00000 16555.00| 28.00000 13244.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 108 -3 TABULATION OF BIDS CALL ORDER : 108 CONTRACT ID : 20020301108 COUNTIES : CRENSHAW LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 533A129 24.000 LF | 26.16000 627.84| 35.00000 840.00| 36.00000 864.00 18" Storm Sewer Pipe (Class 3 R.C. Or | | | Equal Strength C.S.F.C.M.) | | | 0160 600A000 LUMP| 12610.00000 12610.00| 46500.00000 46500.00| 35000.00000 35000.00 Mobilization | | | 0170 621A000 1.000 EACH| 1400.00000 1400.00| 1500.00000 1500.00| 3500.00000 3500.00 Junction Boxes, Type 1, 1P Or 5 | | | 0180 621B000 2.000 EACH| 320.00000 640.00| 300.00000 600.00| 1000.00000 2000.00 Junction Box Units, Type 1, 1P Or 5 | | | 0190 621C015 4.000 EACH| 1800.00000 7200.00| 2000.00000 8000.00| 2000.00000 8000.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0200 621C017 2.000 EACH| 2100.00000 4200.00| 2250.00000 4500.00| 2500.00000 5000.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0210 621D015 2.000 EACH| 79.45000 158.90| 300.00000 600.00| 1000.00000 2000.00 Inlet Units, Type S1 Or S3 | | | 0220 623C000 1000.000 LF | 8.82000 8820.00| 12.50000 12500.00| 15.00000 15000.00 Combination Curb & Gutter, Type C | | | 0230 652A061 3.000 ACRE| 380.00000 1140.00| 399.00000 1197.00| 425.00000 1275.00 Seeding (Mix 3E) | | | 0240 654A001 144.000 SQYD| 4.50000 648.00| 4.73000 681.12| 2.75000 396.00 Solid Sodding (Bermuda) | | | 0250 656A000 3.000 ACRE| 365.00000 1095.00| 383.25000 1149.75| 415.00000 1245.00 Mulching, Class A, Type 1 | | | 0260 665F000 50.000 EACH| 5.00000 250.00| 5.25000 262.50| 2.75000 137.50 Hay Bales | | | 0270 665J000 500.000 LF | 3.70000 1850.00| 3.50000 1750.00| 6.00000 3000.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 500.00000 500.00| 2000.00000 2000.00| 2500.00000 2500.00 Engineering Controls | | | 0290 701A028 2.000 MILE| 1140.00000 2280.00| 1134.30000 2268.60| 1140.00000 2280.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0300 701A032 5.000 MILE| 1100.00000 5500.00| 1094.50000 5472.50| 1100.00000 5500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0310 701A041 4.000 MILE| 790.00000 3160.00| 786.05000 3144.20| 790.00000 3160.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 108 -4 TABULATION OF BIDS CALL ORDER : 108 CONTRACT ID : 20020301108 COUNTIES : CRENSHAW LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0320 701A046 1.000 MILE| 790.00000 790.00| 786.05000 786.05| 790.00000 790.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0330 701A048 3.000 MILE| 1450.00000 4350.00| 1442.75000 4328.25| 1450.00000 4350.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0340 701B009 1437.000 LF | 0.65000 934.05| 0.65000 934.05| 0.65000 934.05 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0350 701C000 6.000 MILE| 270.00000 1620.00| 268.65000 1611.90| 270.00000 1620.00 Broken Temporary Traffic Stripe | | | 0360 701C001 22.000 MILE| 280.00000 6160.00| 278.60000 6129.20| 280.00000 6160.00 Solid Temporary Traffic Stripe | | | 0370 701D007 1.000 MILE| 1000.00000 1000.00| 995.00000 995.00| 1000.00000 1000.00 Solid Traffic Stripe Removed (Paint) | | | 0380 701D008 1.000 MILE| 1100.00000 1100.00| 1094.50000 1094.50| 1100.00000 1100.00 Solid Traffic Stripe Removed (Plastic) | | | 0390 701D014 1.000 MILE| 900.00000 900.00| 895.50000 895.50| 900.00000 900.00 Broken Traffic Stripe Removed (Paint) | | | 0400 701D015 1.000 MILE| 900.00000 900.00| 895.50000 895.50| 900.00000 900.00 Broken Traffic Stripe Removed (Plastic) | | | 0410 701G125 1534.000 LF | 3.23000 4954.82| 3.21000 4924.14| 3.23000 4954.82 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0420 701G133 1534.000 LF | 3.41000 5230.94| 3.39000 5200.26| 3.41000 5230.94 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0430 703A002 14640.000 SQFT| 1.60000 23424.00| 1.59000 23277.60| 1.60000 23424.00 Traffic Control Markings, Class 2, Type | | | A | | | 0440 703B002 725.000 SQFT| 2.80000 2030.00| 2.79000 2022.75| 2.80000 2030.00 Traffic Control Legends, Class 2, Type | | | 0450 703D001 10040.000 SQFT| 0.70000 7028.00| 0.70000 7028.00| 0.70000 7028.00 Temporary Traffic Control Markings | | | 0460 703E001 1230.000 SQFT| 0.70000 861.00| 0.70000 861.00| 0.70000 861.00 Temporary Traffic Control Legends | | | 0470 705A030 225.000 EACH| 4.80000 1080.00| 4.78000 1075.50| 4.80000 1080.00 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 108 -5 TABULATION OF BIDS CALL ORDER : 108 CONTRACT ID : 20020301108 COUNTIES : CRENSHAW LETTING DATE : 03/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0480 705A031 290.000 EACH| 4.60000 1334.00| 4.58000 1328.20| 4.60000 1334.00 Pavement Markers, Class A-H, Type 1-A | | | 0490 705A032 225.000 EACH| 4.60000 1035.00| 4.58000 1030.50| 4.60000 1035.00 Pavement Markers, Class A-H, Type 1-B | | | 0500 705A037 575.000 EACH| 4.80000 2760.00| 4.78000 2748.50| 4.80000 2760.00 Pavement Markers, Class A-H, Type 2-D | | | 0510 705A038 120.000 EACH| 4.80000 576.00| 4.78000 573.60| 4.80000 576.00 Pavement Markers, Class A-H, Type 2-E | | | 0520 740B000 1348.000 SQFT| 7.10000 9570.80| 9.00000 12132.00| 7.50000 10110.00 Construction Signs | | | 0530 740D000 150.000 EACH| 20.00000 3000.00| 65.00000 9750.00| 60.00000 9000.00 Channelizing Drums | | | 0540 740E000 35.000 EACH| 9.00000 315.00| 11.00000 385.00| 10.00000 350.00 Cones (36 Inches High) | | | 0550 740M001 35.000 EACH| 5.00000 175.00| 5.00000 175.00| 5.00000 175.00 Ballast For Cone | | | 0560 740O000 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 1500.00000 1500.00 Pilot Car | | | 0570 741C010 2.000 EACH| 500.00000 1000.00| 1750.00000 3500.00| 2000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0580 742B000 2.000 EACH| 18400.00000 36800.00| 18500.00000 37000.00| 17000.00000 34000.00 State Retained Portable Changeable | | | Message Signs, Type 2 | | | SECTION TOTALS | $ 542,436.47| $ 639,548.62| $ 694,634.74 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 542,436.47| $ 639,548.62| $ 694,634.74 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 109 -1 VENDOR RANKING CALL ORDER : 109 CONTRACT ID : 20020301109 COUNTIES : WILCOX MARENGO LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-462-005-206 for constructing the Resurfacing and Traffic Stripe on 99-308-662-005-203 S.R.#5 from MP 16.230 north of Pine Hill to MP 21.444. Length 5.214 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 597,099.17 100.0000% 2 19100 SOUTHWEST ALABAMA CONSTRUCTION, LLC $ 680,652.08 113.9931% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 109 -2 TABULATION OF BIDS CALL ORDER : 109 CONTRACT ID : 20020301109 COUNTIES : WILCOX MARENGO LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 01023 |( 2 ) 19100 |( ) |ASPHALT CONTRACTORS, INC. |SOUTHWEST ALABAMA CONSTRUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 209A000 2.000 EACH| 175.00000 350.00| 15.25000 30.50| Mailbox Reset, Single | | | 0020 305A000 4980.000 CUYD| 6.75000 33615.00| 9.75000 48555.00| Borrow, Section 210, For Miscellaneous | | | Use | | | 0030 405A000 4401.000 GAL | 0.60000 2640.60| 0.65000 2860.65| Tack Coat | | | 0040 410C000 1.000 EACH| 1500.00000 1500.00| 3500.00000 3500.00| Contractor Retained Profilograph | | | 0050 424A360 4093.000 TON | 35.35000 144687.55| 39.85000 163106.05| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 500.000 TON | 39.40000 19700.00| 39.75000 19875.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B651 8371.000 TON | 32.00000 267872.00| 37.74000 315921.54| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B655 100.000 TON | 48.00000 4800.00| 75.38000 7538.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B659 600.000 TON | 36.30000 21780.00| 37.85000 22710.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B000 100.000 TON | 28.00000 2800.00| 28.45000 2845.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0110 600A000 LUMP| 44300.00000 44300.00| 44831.02000 44831.02| Mobilization | | | 0120 652A054 4.000 ACRE| 450.00000 1800.00| 475.00000 1900.00| Seeding (Mix 2A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 109 -3 TABULATION OF BIDS CALL ORDER : 109 CONTRACT ID : 20020301109 COUNTIES : WILCOX MARENGO LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 01023 |( 2 ) 19100 |( ) |ASPHALT CONTRACTORS, INC. |SOUTHWEST ALABAMA CONSTRUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0130 656A000 4.000 ACRE| 450.00000 1800.00| 475.00000 1900.00| Mulching, Class A, Type 1 | | | 0140 665F000 100.000 EACH| 8.00000 800.00| 3.75000 375.00| Hay Bales | | | 0150 665J000 500.000 LF | 3.50000 1750.00| 1.75000 875.00| Silt Fence, Type A | | | 0160 701A028 11.000 MILE| 1140.00000 12540.00| 325.00000 3575.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A046 2.000 MILE| 810.00000 1620.00| 1275.00000 2550.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 9.000 MILE| 1420.00000 12780.00| 1750.00000 15750.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701C002 4.000 MILE| 290.00000 1160.00| 350.00000 1400.00| Broken Temporary Traffic Stripe (Paint) | | | 0200 701C003 5.000 MILE| 300.00000 1500.00| 550.00000 2750.00| Solid Temporary Traffic Stripe (Paint) | | | 0210 701D008 1.000 MILE| 1150.00000 1150.00| 1275.00000 1275.00| Solid Traffic Stripe Removed (Plastic) | | | 0220 701G125 814.000 LF | 3.50000 2849.00| 3.94000 3207.16| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G133 814.000 LF | 3.68000 2995.52| 3.94000 3207.16| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 703A002 30.000 SQFT| 2.00000 60.00| 1.80000 54.00| Traffic Control Markings, Class 2, Type | | | A | | | 0250 703D002 60.000 SQFT| 3.00000 180.00| 1.30000 78.00| Temporary Traffic Control Markings | | | (Paint) | | | 0260 705A032 137.000 EACH| 4.60000 630.20| 5.00000 685.00| Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 451.000 EACH| 4.80000 2164.80| 5.25000 2367.75| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 109 -4 TABULATION OF BIDS CALL ORDER : 109 CONTRACT ID : 20020301109 COUNTIES : WILCOX MARENGO LETTING DATE : 03/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ================================================================================================================================== |( 1 ) 01023 |( 2 ) 19100 |( ) |ASPHALT CONTRACTORS, INC. |SOUTHWEST ALABAMA CONSTRUCT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0280 740B000 371.000 SQFT| 9.50000 3524.50| 12.75000 4730.25| Construction Signs | | | 0290 740E000 100.000 EACH| 12.00000 1200.00| 9.50000 950.00| Cones (36 Inches High) | | | 0300 740M001 100.000 EACH| 7.00000 700.00| 6.00000 600.00| Ballast For Cone | | | 0310 740O000 1.000 EACH| 1850.00000 1850.00| 650.00000 650.00| Pilot Car | | | SECTION TOTALS | $ 597,099.17| $ 680,652.08| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 597,099.17| $ 680,652.08| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 110 -1 VENDOR RANKING CALL ORDER : 110 CONTRACT ID : 20020301110 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-503-371-000-101 for constructing the Bridge Coating at various sites in Jefferson County as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16052 POSEIDON CONSTRUCTION, INC. $ 989,802.00 100.0000% 2 19087 S & D INDUSTRIAL PAINTING, INC. $ 1,092,635.40 110.3893% 3 18053 ROYAL BRIDGE, INC. $ 1,372,000.00 138.6136% 4 13090 M&J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 1,547,810.14 156.3757% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 110 -2 TABULATION OF BIDS CALL ORDER : 110 CONTRACT ID : 20020301110 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 16052 |( 2 ) 19087 |( 3 ) 18053 |POSEIDON CONSTRUCTION, INC. |S & D INDUSTRIAL PAINTING, |ROYAL BRIDGE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 84645.00000 84645.00| 86000.00000 86000.00| 107000.00000 107000.00 Coating Existing Bridge At M.P. 273.40 | | | SR 3 (U.S. 31) SBR | | | 0020 521B001 LUMP| 84645.00000 84645.00| 86000.00000 86000.00| 107000.00000 107000.00 Coating Existing Bridge At M.P. 273.40 | | | SR 3 (U.S. 31) NBR | | | 0030 521B002 LUMP| 152497.00000 152497.00| 100000.00000 100000.00| 193000.00000 193000.00 Coating Existing Bridge At M.P. 118.20 | | | (I-59) SBR | | | 0040 521B003 LUMP| 152497.00000 152497.00| 100000.00000 100000.00| 193000.00000 193000.00 Coating Existing Bridge At M.P. 118.20 | | | (I-59) NBR | | | 0050 521B004 LUMP| 449935.00000 449935.00| 660000.00000 660000.00| 570000.00000 570000.00 Coating Existing Bridge At M.P. 1.43 | | | (SR 269) | | | 0060 521B005 LUMP| 44580.50000 44580.50| 40000.00000 40000.00| 59061.00000 59061.00 Coating Existing Bridge At M.P. 5.30 | | | (SR 269) | | | 0070 600A000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 135000.00000 135000.00 Mobilization | | | 0080 740B000 714.000 SQFT| 1.00000 714.00| 0.10000 71.40| 3.00000 2142.00 Construction Signs | | | 0090 740C000 44.000 SQFT| 1.00000 44.00| 0.10000 4.40| 8.00000 352.00 Special Construction Signs | | | 0100 740D000 110.000 EACH| 1.00000 110.00| 0.50000 55.00| 10.00000 1100.00 Channelizing Drums | | | 0110 740E000 23.000 EACH| 1.00000 23.00| 0.10000 2.30| 10.00000 230.00 Cones (36 Inches High) | | | 0120 740M001 23.000 EACH| 0.50000 11.50| 0.10000 2.30| 5.00000 115.00 Ballast For Cone | | | 0130 741C010 1.000 EACH| 100.00000 100.00| 500.00000 500.00| 4000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 989,802.00| $ 1,092,635.40| $ 1,372,000.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 989,802.00| $ 1,092,635.40| $ 1,372,000.00 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 110 -3 TABULATION OF BIDS CALL ORDER : 110 CONTRACT ID : 20020301110 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 13090 |( ) |( ) |M&J CONSTRUCTION CO. OF PIN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 125631.00000 125631.00| | Coating Existing Bridge At M.P. 273.40 | | | SR 3 (U.S. 31) SBR | | | 0020 521B001 LUMP| 125631.00000 125631.00| | Coating Existing Bridge At M.P. 273.40 | | | SR 3 (U.S. 31) NBR | | | 0030 521B002 LUMP| 226338.84000 226338.84| | Coating Existing Bridge At M.P. 118.20 | | | (I-59) SBR | | | 0040 521B003 LUMP| 226338.84000 226338.84| | Coating Existing Bridge At M.P. 118.20 | | | (I-59) NBR | | | 0050 521B004 LUMP| 667798.56000 667798.56| | Coating Existing Bridge At M.P. 1.43 | | | (SR 269) | | | 0060 521B005 LUMP| 63348.48000 63348.48| | Coating Existing Bridge At M.P. 5.30 | | | (SR 269) | | | 0070 600A000 LUMP| 80000.00000 80000.00| | Mobilization | | | 0080 740B000 714.000 SQFT| 18.30000 13066.20| | Construction Signs | | | 0090 740C000 44.000 SQFT| 23.79000 1046.76| | Special Construction Signs | | | 0100 740D000 110.000 EACH| 122.00000 13420.00| | Channelizing Drums | | | 0110 740E000 23.000 EACH| 24.16000 555.68| | Cones (36 Inches High) | | | 0120 740M001 23.000 EACH| 15.86000 364.78| | Ballast For Cone | | | 0130 741C010 1.000 EACH| 4270.00000 4270.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,547,810.14| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 1,547,810.14| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 111 -1 VENDOR RANKING CALL ORDER : 111 CONTRACT ID : 20020301111 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-503-690-000-101 for constructing the Bridge Coating on I-59/I-20 over Southern Railroad/Coosa Street and on S.R.#3 (U.S.#31) over Southern Railroad/CSX Railroad/2nd Avenue South in Birmingham. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19087 S & D INDUSTRIAL PAINTING, INC. $ 891,799.00 100.0000% 2 16052 POSEIDON CONSTRUCTION, INC. $ 1,190,268.00 133.4682% 3 18053 ROYAL BRIDGE, INC. $ 1,690,000.00 189.5046% 4 13090 M&J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 2,310,957.24 259.1343% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 111 -2 TABULATION OF BIDS CALL ORDER : 111 CONTRACT ID : 20020301111 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 1 ) 19087 |( 2 ) 16052 |( 3 ) 18053 |S & D INDUSTRIAL PAINTING, |POSEIDON CONSTRUCTION, INC. |ROYAL BRIDGE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 256600.00000 256600.00| 338148.00000 338148.00| 433000.00000 433000.00 Coating Existing Bridge At M.P. 127.76 | | | I-59/I-20 (NBR) | | | 0020 521B001 LUMP| 256600.00000 256600.00| 338148.00000 338148.00| 433000.00000 433000.00 Coating Existing Bridge At M.P. 127.76 | | | I-59/I-20 (SBR) | | | 0030 521B002 LUMP| 184000.00000 184000.00| 246644.00000 246644.00| 324402.00000 324402.00 Coating Existing Bridge At M.P. 274.20 | | | SR 3 (US 31) (SBR) | | | 0040 521B003 LUMP| 184000.00000 184000.00| 246644.00000 246644.00| 324402.00000 324402.00 Coating Existing Bridge At M.P. 274.20 | | | SR 3 (US 31) (NBR) | | | 0050 600A000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 170000.00000 170000.00 Mobilization | | | 0060 740B000 406.000 SQFT| 0.10000 40.60| 1.00000 406.00| 2.00000 812.00 Construction Signs | | | 0070 740D000 88.000 EACH| 0.50000 44.00| 1.00000 88.00| 10.00000 880.00 Channelizing Drums | | | 0080 740E000 72.000 EACH| 0.10000 7.20| 1.00000 72.00| 5.00000 360.00 Cones (36 Inches High) | | | 0090 740M001 72.000 EACH| 0.10000 7.20| 0.25000 18.00| 2.00000 144.00 Ballast For Cone | | | 0100 741C010 1.000 EACH| 500.00000 500.00| 100.00000 100.00| 3000.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 891,799.00| $ 1,190,268.00| $ 1,690,000.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 891,799.00| $ 1,190,268.00| $ 1,690,000.00 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 111 -3 TABULATION OF BIDS CALL ORDER : 111 CONTRACT ID : 20020301111 COUNTIES : JEFFERSON LETTING DATE : 03/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ================================================================================================================================== |( 4 ) 13090 |( ) |( ) |M&J CONSTRUCTION CO. OF PIN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 636120.00000 636120.00| | Coating Existing Bridge At M.P. 127.76 | | | I-59/I-20 (NBR) | | | 0020 521B001 LUMP| 636120.00000 636120.00| | Coating Existing Bridge At M.P. 127.76 | | | I-59/I-20 (SBR) | | | 0030 521B002 LUMP| 461700.00000 461700.00| | Coating Existing Bridge At M.P. 274.20 | | | SR 3 (US 31) (SBR) | | | 0040 521B003 LUMP| 461700.00000 461700.00| | Coating Existing Bridge At M.P. 274.20 | | | SR 3 (US 31) (NBR) | | | 0050 600A000 LUMP| 90000.00000 90000.00| | Mobilization | | | 0060 740B000 406.000 SQFT| 18.30000 7429.80| | Construction Signs | | | 0070 740D000 88.000 EACH| 122.00000 10736.00| | Channelizing Drums | | | 0080 740E000 72.000 EACH| 24.16000 1739.52| | Cones (36 Inches High) | | | 0090 740M001 72.000 EACH| 15.86000 1141.92| | Ballast For Cone | | | 0100 741C010 1.000 EACH| 4270.00000 4270.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,310,957.24| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 2,310,957.24| $ 0.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 115 -1 VENDOR RANKING CALL ORDER : 115 CONTRACT ID : 20020301115 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-505-999-950-106 for constructing the Bridge Coating at various sites on I-59/I-20 as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16052 POSEIDON CONSTRUCTION, INC. $ 191,913.00 100.0000% 2 13084 M.B.E., INC. $ 214,590.80 111.8167% 3 19087 S & D INDUSTRIAL PAINTING, INC. $ 282,965.60 147.4447% 4 18053 ROYAL BRIDGE, INC. $ 322,000.00 167.7844% 5 13090 M&J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 332,145.98 173.0711% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 115 -2 TABULATION OF BIDS CALL ORDER : 115 CONTRACT ID : 20020301115 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 1 ) 16052 |( 2 ) 13084 |( 3 ) 19087 |POSEIDON CONSTRUCTION, INC. |M.B.E., INC. |S & D INDUSTRIAL PAINTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 11581.00000 11581.00| 12113.00000 12113.00| 25000.00000 25000.00 Coating Existing Bridge At MP 27.780 SB | | | 0020 521B001 LUMP| 13460.00000 13460.00| 14000.00000 14000.00| 25400.00000 25400.00 Coating Existing Bridge At MP 27.780 NB | | | 0030 521B002 LUMP| 8870.00000 8870.00| 9300.00000 9300.00| 20000.00000 20000.00 Coating Existing Bridge At MP 28.039 SB | | | 0040 521B003 LUMP| 9378.00000 9378.00| 9400.00000 9400.00| 15000.00000 15000.00 Coating Existing Bridge At MP 28.039 NB | | | 0050 521B004 LUMP| 13011.00000 13011.00| 13600.00000 13600.00| 15000.00000 15000.00 Coating Existing Bridge At MP 30.106 SB | | | 0060 521B005 LUMP| 12959.00000 12959.00| 13500.00000 13500.00| 25000.00000 25000.00 Coating Existing Bridge At MP 30.106 NB | | | 0070 521B006 LUMP| 20744.00000 20744.00| 21700.00000 21700.00| 22000.00000 22000.00 Coating Existing Bridge At MP 53.554 SB | | | 0080 521B007 LUMP| 23921.00000 23921.00| 25000.00000 25000.00| 30000.00000 30000.00 Coating Existing Bridge At MP 53.554 NB | | | 0090 521B008 LUMP| 36359.00000 36359.00| 38000.00000 38000.00| 45000.00000 45000.00 Coating Existing Bridge At MP 54.698 SB | | | 0100 521B009 LUMP| 31114.00000 31114.00| 32500.00000 32500.00| 40000.00000 40000.00 Coating Existing Bridge At MP 54.698 NB | | | 0110 600A000 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 20000.00000 20000.00 Mobilization | | | 0120 740B000 356.000 SQFT| 1.00000 356.00| 0.05000 17.80| 0.10000 35.60 Construction Signs | | | 0130 740D000 60.000 EACH| 1.00000 60.00| 1.00000 60.00| 0.50000 30.00 Channelizing Drums | | | 0140 741C010 1.000 EACH| 100.00000 100.00| 400.00000 400.00| 500.00000 500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 191,913.00| $ 214,590.80| $ 282,965.60 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 191,913.00| $ 214,590.80| $ 282,965.60 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/06/02 PAGE : 115 -3 TABULATION OF BIDS CALL ORDER : 115 CONTRACT ID : 20020301115 COUNTIES : GREENE LETTING DATE : 03/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ================================================================================================================================== |( 4 ) 18053 |( 5 ) 13090 |( ) |ROYAL BRIDGE, INC. |M&J CONSTRUCTION CO. OF PIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 18300.00000 18300.00| 15912.62000 15912.62| Coating Existing Bridge At MP 27.780 SB | | | 0020 521B001 LUMP| 20900.00000 20900.00| 18493.82000 18493.82| Coating Existing Bridge At MP 27.780 NB | | | 0030 521B002 LUMP| 15772.00000 15772.00| 12189.00000 12189.00| Coating Existing Bridge At MP 28.039 SB | | | 0040 521B003 LUMP| 15772.00000 15772.00| 12303.72000 12303.72| Coating Existing Bridge At MP 28.039 NB | | | 0050 521B004 LUMP| 20400.00000 20400.00| 17877.20000 17877.20| Coating Existing Bridge At MP 30.106 SB | | | 0060 521B005 LUMP| 20400.00000 20400.00| 17805.50000 17805.50| Coating Existing Bridge At MP 30.106 NB | | | 0070 521B006 LUMP| 33000.00000 33000.00| 28498.36000 28498.36| Coating Existing Bridge At MP 53.554 SB | | | 0080 521B007 LUMP| 37500.00000 37500.00| 32862.50000 32862.50| Coating Existing Bridge At MP 53.554 NB | | | 0090 521B008 LUMP| 55000.00000 55000.00| 49946.22000 49946.22| Coating Existing Bridge At MP 54.698 SB | | | 0100 521B009 LUMP| 49000.00000 49000.00| 42742.76000 42742.76| Coating Existing Bridge At MP 54.698 NB | | | 0110 600A000 LUMP| 32000.00000 32000.00| 60000.00000 60000.00| Mobilization | | | 0120 740B000 356.000 SQFT| 1.00000 356.00| 20.13000 7166.28| Construction Signs | | | 0130 740D000 60.000 EACH| 10.00000 600.00| 170.80000 10248.00| Channelizing Drums | | | 0140 741C010 1.000 EACH| 3000.00000 3000.00| 6100.00000 6100.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 322,000.00| $ 332,145.98| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 322,000.00| $ 332,145.98| $ ==================================================================================================================================