ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20020329001 COUNTIES : WINSTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-FM02(905) for constructing the Resurfacing and Traffic Stripe on S.R.#13 from MP 260.47 at Natural Bridge to MP 269.35 at Haleyville. Length 8.881 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,269,453.67 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,276,316.28 100.5406% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,285,067.06 101.2299% 4 18031 ROGERS GROUP, INC. $ 1,380,050.80 108.7122% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020329001 COUNTIES : WINSTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 02 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 305B060 3855.000 TON | 13.75000 53006.25| 15.49000 59713.95| 14.69000 56629.95 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 4688.000 GAL | 1.00000 4688.00| 0.87000 4078.56| 0.70000 3281.60 Tack Coat | | | 0030 424A360 8368.000 TON | 35.60000 297900.80| 37.40000 312963.20| 34.07000 285097.76 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 227.000 TON | 35.60000 8081.20| 41.80000 9488.60| 36.55000 8296.85 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 16735.000 TON | 28.40000 475274.00| 28.08000 469918.80| 29.84000 499372.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 1000.000 TON | 40.00000 40000.00| 49.43000 49430.00| 39.42000 39420.00 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| 34.39000 17195.00| 32.13000 16065.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 454.000 TON | 30.00000 13620.00| 40.26000 18278.04| 32.57000 14786.78 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424C371 5211.000 TON | 27.40000 142781.40| 31.41000 163677.51| 30.93000 161176.23 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 50000.00000 50000.00| 2261.93000 2261.93| 15521.46000 15521.46 Mobilization | | | 0110 701C000 7.000 MILE| 310.00000 2170.00| 316.20000 2213.40| 340.17000 2381.19 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020329001 COUNTIES : WINSTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701C001 29.000 MILE| 330.00000 9570.00| 336.60000 9761.40| 362.11000 10501.19 Solid Temporary Traffic Stripe | | | 0130 702A041 18.000 MILE| 3800.00000 68400.00| 3876.00000 69768.00| 4169.79000 75056.22 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0140 702A042 4.000 MILE| 1800.00000 7200.00| 1836.00000 7344.00| 1975.16000 7900.64 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A043 15.000 MILE| 3800.00000 57000.00| 3876.00000 58140.00| 4169.80000 62547.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 703A002 884.000 SQFT| 1.80000 1591.20| 1.84000 1626.56| 1.97000 1741.48 Traffic Control Markings, Class 2, Type | | | A | | | 0170 703D001 528.000 SQFT| 1.00000 528.00| 1.02000 538.56| 1.10000 580.80 Temporary Traffic Control Markings | | | 0180 705A032 212.000 EACH| 4.80000 1017.60| 4.90000 1038.80| 5.27000 1117.24 Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 944.000 EACH| 5.00000 4720.00| 5.10000 4814.40| 5.48000 5173.12 Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 1591.000 SQFT| 7.42000 11805.22| 7.50000 11932.50| 8.13000 12934.83 Construction Signs | | | 0210 740D000 50.000 EACH| 10.00000 500.00| 21.18000 1059.00| 1.45000 72.50 Channelizing Drums | | | 0220 740E000 50.000 EACH| 1.00000 50.00| 5.75000 287.50| 1.45000 72.50 Cones (36 Inches High) | | | 0230 740M001 50.000 EACH| 1.00000 50.00| 3.63000 181.50| 1.45000 72.50 Ballast For Cone | | | 0240 740O000 1.000 EACH| 2000.00000 2000.00| 605.07000 605.07| 5267.82000 5267.82 Pilot Car | | | SECTION TOTALS | $ 1,269,453.67| $ 1,276,316.28| $ 1,285,067.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,269,453.67| $ 1,276,316.28| $ 1,285,067.06 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020329001 COUNTIES : WINSTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18031 |( ) |( ) |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 3855.000 TON | 15.50000 59752.50| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 4688.000 GAL | 3.00000 14064.00| | Tack Coat | | | 0030 424A360 8368.000 TON | 39.50000 330536.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 227.000 TON | 56.00000 12712.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 16735.000 TON | 32.50000 543887.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 1000.000 TON | 30.00000 30000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 500.000 TON | 30.00000 15000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 454.000 TON | 45.00000 20430.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424C371 5211.000 TON | 32.00000 166752.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 4378.00000 4378.00| | Mobilization | | | 0110 701C000 7.000 MILE| 310.00000 2170.00| | Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020329001 COUNTIES : WINSTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18031 |( ) |( ) |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701C001 29.000 MILE| 330.00000 9570.00| | Solid Temporary Traffic Stripe | | | 0130 702A041 18.000 MILE| 3800.00000 68400.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0140 702A042 4.000 MILE| 1800.00000 7200.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A043 15.000 MILE| 3800.00000 57000.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 703A002 884.000 SQFT| 1.80000 1591.20| | Traffic Control Markings, Class 2, Type | | | A | | | 0170 703D001 528.000 SQFT| 1.00000 528.00| | Temporary Traffic Control Markings | | | 0180 705A032 212.000 EACH| 4.80000 1017.60| | Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 944.000 EACH| 5.00000 4720.00| | Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 1591.000 SQFT| 12.00000 19092.00| | Construction Signs | | | 0210 740D000 50.000 EACH| 35.00000 1750.00| | Channelizing Drums | | | 0220 740E000 50.000 EACH| 5.00000 250.00| | Cones (36 Inches High) | | | 0230 740M001 50.000 EACH| 5.00000 250.00| | Ballast For Cone | | | 0240 740O000 1.000 EACH| 9000.00000 9000.00| | Pilot Car | | | SECTION TOTALS | $ 1,380,050.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,380,050.80| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20020329002 COUNTIES : JEFFERSON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 08/01/02 COMPLETION DATE CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : IM-I059(306) for constructing the Concrete Overlay Repair and Traffic Stripe of the bridge deck on I-59 SBR Central Business District Bridge including SBR Ramps 2, 4, & 5 in Birmingham. Length - 1.30 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14028 NATIONAL RESTORATION SYSTEMS, INC. $ 4,242,612.30 100.0000% 2 01001 ABRAMSON, LLC $ 4,421,410.90 104.2144% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 4,483,148.00 105.6695% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020329002 COUNTIES : JEFFERSON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14028 |( 2 ) 01001 |( 3 ) 01007 |NATIONAL RESTORATION SYSTEM |ABRAMSON, LLC |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 490A000 47099.000 SQYD| 4.00000 188396.00| 3.90000 183686.10| 5.00000 235495.00 Blast Cleaning | | | 0020 490B002 47099.000 SQYD| 77.25000 3638397.75| 79.95000 3765565.05| 79.00000 3720821.00 Concrete Overlay, Epoxy Urethane | | | Copolymer | | | 0030 600A000 LUMP| 160000.00000 160000.00| 320000.00000 320000.00| 386000.00000 386000.00 Mobilization | | | 0040 701A028 2.000 MILE| 2925.00000 5850.00| 2600.00000 5200.00| 2130.00000 4260.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0050 701A032 2.000 MILE| 1755.00000 3510.00| 2600.00000 5200.00| 2130.00000 4260.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0060 701A041 4.000 MILE| 1755.00000 7020.00| 1550.00000 6200.00| 2130.00000 8520.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0070 701B009 476.000 LF | 1.50000 714.00| 1.04000 495.04| 1.35000 642.60 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0080 701C000 8.000 MILE| 2925.00000 23400.00| 2600.00000 20800.00| 650.00000 5200.00 Broken Temporary Traffic Stripe | | | 0090 701C001 9.000 MILE| 2925.00000 26325.00| 2600.00000 23400.00| 650.00000 5850.00 Solid Temporary Traffic Stripe | | | 0100 701C004 3.000 MILE| 5850.00000 17550.00| 5200.00000 15600.00| 4000.00000 12000.00 Broken Temporary Traffic Stripe (Tape) | | | 0110 701C005 2.000 MILE| 8775.00000 17550.00| 7750.00000 15500.00| 5000.00000 10000.00 Solid Temporary Traffic Stripe (Tape) | | | 0120 703A002 3527.000 SQFT| 2.35000 8288.45| 2.08000 7336.16| 1.50000 5290.50 Traffic Control Markings, Class 2, Type | | | A | | | 0130 703B002 68.000 SQFT| 3.50000 238.00| 3.10000 210.80| 1.50000 102.00 Traffic Control Legends, Class 2, Type | | | 0140 705A030 519.000 EACH| 8.15000 4229.85| 7.20000 3736.80| 5.35000 2776.65 Pavement Markers, Class A-H, Type 2-C | | | 0150 705A031 525.000 EACH| 8.15000 4278.75| 7.20000 3780.00| 5.35000 2808.75 Pavement Markers, Class A-H, Type 1-A | | | 0160 705A032 80.000 EACH| 8.15000 652.00| 7.20000 576.00| 5.35000 428.00 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020329002 COUNTIES : JEFFERSON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14028 |( 2 ) 01001 |( 3 ) 01007 |NATIONAL RESTORATION SYSTEM |ABRAMSON, LLC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 728A000 1.000 EACH| 67500.00000 67500.00| 7500.00000 7500.00| 5000.00000 5000.00 Truck Mounted Impact Attenuator Unit | | | 0180 740B000 789.000 SQFT| 10.50000 8284.50| 8.05000 6351.45| 11.50000 9073.50 Construction Signs | | | 0190 740C000 280.000 SQFT| 11.50000 3220.00| 8.05000 2254.00| 14.50000 4060.00 Special Construction Signs | | | 0200 740D000 148.000 EACH| 100.00000 14800.00| 51.75000 7659.00| 115.00000 17020.00 Channelizing Drums | | | 0210 740E000 306.000 EACH| 29.25000 8950.50| 18.40000 5630.40| 30.00000 9180.00 Cones (36 Inches High) | | | 0220 740F002 2.000 EACH| 292.50000 585.00| 166.75000 333.50| 350.00000 700.00 Barricades, Type III | | | 0230 740I005 2.000 EACH| 146.25000 292.50| 103.50000 207.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | 0240 740M001 306.000 EACH| 10.00000 3060.00| 6.60000 2019.60| 10.00000 3060.00 Ballast For Cone | | | 0250 741C010 2.000 EACH| 1290.00000 2580.00| 1035.00000 2070.00| 1500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0260 742A001 2.000 EACH| 11115.00000 22230.00| 3450.00000 6900.00| 11000.00000 22000.00 Portable Changeable Message Signs, Type | | | 2 | | | 0270 742C000 2.000 EACH| 1755.00000 3510.00| 1000.00000 2000.00| 2000.00000 4000.00 State Furnished Portable Changeable | | | Message Signs, Type 2 | | | 0280 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 | $ 4,242,612.30| $ 4,421,410.90| $ 4,483,148.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,242,612.30| $ 4,421,410.90| $ 4,483,148.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 240 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : IM-65-1(244) for constructing the the Interchange Modifications at I-65 & U.S.#90 in Mobile including Drainage & Pavement, Bridge, Bridge Widening, Signals, Signing, and Lighting. Length -0.832 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 7,205,687.85 100.0000% 2 19058 S. J. & L., INC. $ 7,939,744.20 110.1872% 3 23029 J. S. WALTON & COMPANY, INC. $ 7,947,744.28 110.2982% 4 13008 MOBILE ASPHALT COMPANY, LLC $ 9,406,619.60 130.5444% 5 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 9,406,669.00 130.5451% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |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 201A000 LUMP| 48183.75000 48183.75| 230000.00000 230000.00| 275000.00000 275000.00 Clearing & Grubbing (Approximately 106 | | | Acres) | | | 0020 206A050 LUMP| 40424.40000 40424.40| 40000.00000 40000.00| 40446.44000 40446.44 Removal Of Old Bridge, Station 26+52 ( | | | E.B.L. & W.B.L.) | | | 0030 206B000 LUMP| 8935.92000 8935.92| 9000.00000 9000.00| 9511.48000 9511.48 Removal Of Old Box Culvert, Station | | | 47+27 (U.S. 90) | | | 0040 206C002 1087.000 SQYD| 3.66000 3978.42| 2.60000 2826.20| 3.66000 3978.42 Removing Concrete Slope Paving | | | 0050 206D000 568.000 LF | 6.94000 3941.92| 10.10000 5736.80| 4.30000 2442.40 Removing Pipe | | | 0060 206D001 2725.000 LF | 0.53000 1444.25| 2.50000 6812.50| 2.24000 6104.00 Removing Guardrail | | | 0070 206D002 5784.000 LF | 2.94000 17004.96| 2.60000 15038.40| 3.14000 18161.76 Removing Curb | | | 0080 206D003 917.000 LF | 2.94000 2695.98| 4.55000 4172.35| 3.22000 2952.74 Removing Curb And Gutter | | | 0090 206D006 107.000 LF | 1.06000 113.42| 3.85000 411.95| 1.13000 120.91 Removing Industrial Fence | | | 0100 206D010 428.000 LF | 21.28000 9107.84| 21.45000 9180.60| 22.65000 9694.20 Removing Safety Barrier | | | 0110 206E000 27.000 EACH| 88.54000 2390.58| 165.25000 4461.75| 84.10000 2270.70 Removing Headwalls | | | 0120 206E001 10.000 EACH| 147.76000 1477.60| 279.00000 2790.00| 127.79000 1277.90 Removing Inlets | | | 0130 206E020 2.000 EACH| 2829.26000 5658.52| 2679.00000 5358.00| 2830.80000 5661.60 Removing Existing Overhead Sign | | | Structure | | | 0140 206E040 2.000 EACH| 531.90000 1063.80| 418.50000 837.00| 573.16000 1146.32 Removing Safety Barrier End Section | | | 0150 206E041 2.000 EACH| 319.14000 638.28| 321.50000 643.00| 339.70000 679.40 Removing Impact Attenuators | | | 0160 206E042 7.000 EACH| 319.14000 2233.98| 398.50000 2789.50| 126.73000 887.11 Removing Inlets (Partial) | | | 0170 210A000 17237.000 CUYD| 2.92000 50332.04| 4.45000 76704.65| 6.12000 105490.44 Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 210C000 5480.000 CUYD| 3.87000 21207.60| 5.80000 31784.00| 5.48000 30030.40 Muck Excavation | | | 0190 210D012 29215.000 CUYD| 6.48000 189313.20| 11.05000 322825.75| 8.28000 241900.20 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0200 210E000 5480.000 CUYD| 6.17000 33811.60| 11.40000 62472.00| 6.03000 33044.40 Borrow Excavation (Underwater Backfill) | | | 0210 214A000 2149.000 CUYD| 6.46000 13882.54| 4.30000 9240.70| 5.63000 12098.87 Structure Excavation | | | 0220 214B000 591.000 CUYD| 6.48000 3829.68| 10.10000 5969.10| 10.09000 5963.19 Foundation Backfill, Local | | | 0230 214B001 268.000 CUYD| 37.23000 9977.64| 37.50000 10050.00| 39.63000 10620.84 Foundation Backfill, Commercial | | | 0240 230A000 183.000 RBST| 283.05000 51798.15| 280.50000 51331.50| 327.97000 60018.51 Roadbed Processing | | | 0250 301A012 31215.000 SQYD| 7.24000 225996.60| 9.40000 293421.00| 6.97000 217568.55 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0260 401A000 31215.000 SQYD| 0.45000 14046.75| 0.85000 26532.75| 0.91000 28405.65 Bituminous Treatment A | | | 0270 401B100 17151.000 SQYD| 1.33000 22810.83| 1.05000 18008.55| 1.13000 19380.63 Bituminous Treatment E (With Polymer | | | Additive) | | | 0280 405A000 27839.000 GAL | 0.71000 19765.69| 0.95000 26447.05| 1.02000 28395.78 Tack Coat | | | 0290 408A051 20000.000 SQYD| 0.92000 18400.00| 1.30000 26000.00| 1.36000 27200.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0300 408A052 6567.000 SQYD| 1.72000 11295.24| 0.95000 6238.65| 1.02000 6698.34 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0310 420A011 3016.000 TON | 49.23000 148477.68| 74.60000 224993.60| 78.81000 237690.96 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0320 424A280 6547.000 TON | 39.88000 261094.36| 49.85000 326367.95| 52.65000 344699.55 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0330 424A283 500.000 TON | 44.18000 22090.00| 65.10000 32550.00| 67.94000 33970.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 424A286 100.000 TON | 82.02000 8202.00| 47.05000 4705.00| 49.71000 4971.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0350 424A360 127.000 TON | 47.68000 6055.36| 42.85000 5441.95| 45.29000 5751.83 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0360 424B281 3834.000 TON | 40.96000 157040.64| 42.95000 164670.30| 45.41000 174101.94 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0370 424B289 1767.000 TON | 43.86000 77500.62| 39.95000 70591.65| 42.24000 74638.08 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0380 424B582 5228.000 TON | 35.16000 183816.48| 40.60000 212256.80| 42.91000 224333.48 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0390 424B651 65.000 TON | 70.10000 4556.50| 40.50000 2632.50| 42.80000 2782.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0400 424B681 65.000 TON | 70.10000 4556.50| 40.50000 2632.50| 42.80000 2782.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0410 424C281 5863.000 TON | 39.67000 232585.21| 39.10000 229243.30| 41.33000 242317.79 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0420 450B000 107.000 SQYD| 106.38000 11382.66| 100.75000 10780.25| 208.35000 22293.45 Reinforced Cement Concrete Bridge End | | | Slab | | | 0430 502A000 70624.000 LB | 0.55000 38843.20| 0.65000 45905.60| 1.24000 87573.76 Steel Reinforcement | | | 0440 502B000 LUMP| 38296.80000 38296.80| 36263.00000 36263.00| 38317.68000 38317.68 Steel Reinforcement For Bridge | | | Superstructure, STA. 25+75, APPROX 57, | | | 500 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 502B001 LUMP| 43083.90000 43083.90| 40795.00000 40795.00| 43107.39000 43107.39 Steel Reinforcement For Bridge | | | Superstructure STA. 26+52, APPROX. 66, | | | 400 LBS., | | | 0460 505A000 3.000 EACH| 1595.70000 4787.10| 1511.00000 4533.00| 1596.57000 4789.71 Steel Test Piles (HP 10x42) | | | 0470 505A002 2.000 EACH| 2659.50000 5319.00| 2518.00000 5036.00| 2660.95000 5321.90 Steel Test Piles (HP 12x53) | | | 0480 505A004 1.000 EACH| 3191.40000 3191.40| 3022.00000 3022.00| 3193.14000 3193.14 Steel Test Piles (HP 14x73) | | | 0490 505B055 3.000 EACH| 2127.60000 6382.80| 2015.00000 6045.00| 2128.76000 6386.28 Static Loading Tests (HP 10x42) | | | 0500 505B057 2.000 EACH| 2127.60000 4255.20| 2015.00000 4030.00| 2128.76000 4257.52 Static Loading Tests (HP 12x53) | | | 0510 505B059 1.000 EACH| 2659.50000 2659.50| 2518.00000 2518.00| 2660.95000 2660.95 Static Loading Tests (HP 14x73) | | | 0520 505B085 3.000 EACH| 1276.56000 3829.68| 1209.00000 3627.00| 1277.26000 3831.78 Dynamic Loading Tests (HP 10x42) | | | 0530 505B087 2.000 EACH| 1276.56000 2553.12| 1209.00000 2418.00| 1277.26000 2554.52 Dynamic Loading Tests (HP 12x53) | | | 0540 505B089 1.000 EACH| 1595.70000 1595.70| 1511.00000 1511.00| 1596.57000 1596.57 Dynamic Loading Tests (HP 14x73) | | | 0550 505M000 1550.000 LF | 19.15000 29682.50| 18.20000 28210.00| 19.16000 29698.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0560 505M002 2120.000 LF | 21.28000 45113.60| 20.35000 43142.00| 21.29000 45134.80 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0570 505M004 1480.000 LF | 27.66000 40936.80| 26.80000 39664.00| 27.67000 40951.60 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0580 508A000 9650.000 LB | 2.45000 23642.50| 2.40000 23160.00| 2.45000 23642.50 Structural Steel | | | 0590 510A000 210.000 CUYD| 388.29000 81540.90| 369.50000 77595.00| 388.50000 81585.00 Bridge Substructure Concrete, Class A | | | 0600 510C001 LUMP| 170208.00000 170208.00| 161167.00000 161167.00| 170300.79000 170300.79 Bridge Concrete Superstructure STA. | | | 25+75, APPROX. 223 CU. YDS. | | | 0610 510C002 LUMP| 175527.00000 175527.00| 166203.00000 166203.00| 175622.69000 175622.69 Bridge Concrete Superstructure STA. | | | 26+52, APPROX. 256 CU. YDS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 510E000 667.000 SQYD| 4.31000 2874.77| 4.15000 2768.05| 4.31000 2874.77 Grooving Concrete Bridge Decks | | | 0630 511A001 122.000 EACH| 79.79000 9734.38| 76.10000 9284.20| 79.83000 9739.26 Elastomeric Bearings, Type 2 | | | 0640 513B003 2177.000 LF | 69.15000 150539.55| 66.40000 144552.80| 69.18000 150604.86 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0650 520B000 LUMP| 53190.00000 53190.00| 50365.00000 50365.00| 53219.00000 53219.00 Raising Existing Bridge,Station 26+52 | | | (E.B.L. & W.B.L.) | | | 0660 524B011 300.000 CUYD| 638.28000 191484.00| 643.00000 192900.00| 679.39000 203817.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0670 530A000 44.000 LF | 28.26000 1243.44| 37.25000 1639.00| 22.20000 976.80 15" Roadway Pipe (Class 3 R.C.) | | | 0680 530A001 948.000 LF | 22.76000 21576.48| 38.70000 36687.60| 23.59000 22363.32 18" Roadway Pipe (Class 3 R.C.) | | | 0690 530A002 181.000 LF | 36.38000 6584.78| 52.10000 9430.10| 31.78000 5752.18 24" Roadway Pipe (Class 3 R.C.) | | | 0700 530A003 108.000 LF | 52.99000 5722.92| 67.60000 7300.80| 42.19000 4556.52 30" Roadway Pipe (Class 3 R.C.) | | | 0710 530A004 196.000 LF | 63.41000 12428.36| 95.70000 18757.20| 62.30000 12210.80 36" Roadway Pipe (Class 3 R.C.) | | | 0720 530A100 21.000 LF | 46.65000 979.65| 39.00000 819.00| 47.95000 1006.95 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0730 530A101 27.000 LF | 37.53000 1013.31| 44.15000 1192.05| 30.73000 829.71 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0740 530A102 53.000 LF | 46.05000 2440.65| 52.60000 2787.80| 44.09000 2336.77 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0750 530A106 69.000 LF | 115.49000 7968.81| 143.00000 9867.00| 93.21000 6431.49 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0760 530B001 145.000 LF | 29.42000 4265.90| 50.90000 7380.50| 31.17000 4519.65 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0770 530B003 114.000 LF | 44.75000 5101.50| 73.90000 8424.60| 46.97000 5354.58 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 530B007 88.000 LF | 114.52000 10077.76| 172.50000 15180.00| 111.09000 9775.92 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0790 532A030 120.000 LF | 132.98000 15957.60| 134.00000 16080.00| 57.43000 6891.60 12" Slotted Drain Pipe | | | 0800 600A000 LUMP| 441878.79000 441878.79| 540500.00000 540500.00| 372000.00000 372000.00 Mobilization | | | 0810 602A000 6.000 EACH| 130.63000 783.78| 157.25000 943.50| 149.00000 894.00 Right Of Way Markers | | | 0820 606A012 1088.000 LF | 6.44000 7006.72| 9.15000 9955.20| 8.01000 8714.88 6" Underdrain Pipe, Type 8 | | | 0830 610C001 12.000 TON | 37.23000 446.76| 60.90000 730.80| 56.23000 674.76 Loose Riprap, Class 2 | | | 0840 610D003 42.000 SQYD| 3.72000 156.24| 4.90000 205.80| 3.61000 151.62 Filter Blanket, Geotextile | | | 0850 614A000 676.000 CUYD| 223.40000 151018.40| 225.00000 152100.00| 237.79000 160746.04 Slope Paving | | | 0860 614A001 103.000 CUYD| 265.95000 27392.85| 268.00000 27604.00| 283.08000 29157.24 Slope Paving (Under Bridges) | | | 0870 619A001 1.000 EACH| 303.18000 303.18| 305.50000 305.50| 322.71000 322.71 15" Roadway Pipe End Treatment, Class 1 | | | 0880 619A002 4.000 EACH| 379.80000 1519.20| 382.50000 1530.00| 404.26000 1617.04 18" Roadway Pipe End Treatment, Class 1 | | | 0890 619A003 6.000 EACH| 456.14000 2736.84| 459.50000 2757.00| 485.52000 2913.12 24" Roadway Pipe End Treatment, Class 1 | | | 0900 619A004 2.000 EACH| 529.90000 1059.80| 535.50000 1071.00| 564.04000 1128.08 30" Roadway Pipe End Treatment, Class 1 | | | 0910 619A005 4.000 EACH| 684.68000 2738.72| 691.00000 2764.00| 728.79000 2915.16 36" Roadway Pipe End Treatment, Class 1 | | | 0920 619A007 1.000 EACH| 840.75000 840.75| 847.50000 847.50| 894.91000 894.91 48" Roadway Pipe End Treatment, Class 1 | | | 0930 619A099 1.000 EACH| 385.01000 385.01| 388.00000 388.00| 409.81000 409.81 12" Side Drain Pipe End Treatment, | | | Class 1 | | | 0940 619A101 6.000 EACH| 398.93000 2393.58| 402.00000 2412.00| 424.62000 2547.72 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0950 619B022 1.000 EACH| 1283.58000 1283.58| 1297.00000 1297.00| 1366.26000 1366.26 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 619B116 2.000 EACH| 476.54000 953.08| 480.00000 960.00| 507.23000 1014.46 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0970 619B118 2.000 EACH| 747.76000 1495.52| 755.50000 1511.00| 795.92000 1591.84 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0980 620A000 6.000 CUYD| 531.90000 3191.40| 536.00000 3216.00| 566.16000 3396.96 Minor Structure Concrete | | | 0990 621A005 5.000 EACH| 3191.40000 15957.00| 3215.00000 16075.00| 1454.96000 7274.80 Junction Boxes, Type 1 | | | 1000 621A011 2.000 EACH| 2659.50000 5319.00| 2679.00000 5358.00| 1454.97000 2909.94 Junction Boxes, Type 1 Or 1P | | | 1010 621A019 1.000 EACH| 3191.40000 3191.40| 3215.00000 3215.00| 1592.55000 1592.55 Junction Boxes, Type 1 Or 2P | | | 1020 621B005 3.000 EACH| 372.33000 1116.99| 375.00000 1125.00| 209.91000 629.73 Junction Box Units, Type 1 | | | 1030 621C008 8.000 EACH| 4148.82000 33190.56| 4179.00000 33432.00| 2740.21000 21921.68 Inlets, Type E | | | 1040 621C015 4.000 EACH| 1808.46000 7233.84| 1822.00000 7288.00| 1733.79000 6935.16 Inlets, Type S1 Or S3 (1 Wing) | | | 1050 621C020 1.000 EACH| 1595.70000 1595.70| 1607.00000 1607.00| 1679.17000 1679.17 Inlets, Type Y | | | 1060 621C027 3.000 EACH| 1595.70000 4787.10| 1607.00000 4821.00| 1650.10000 4950.30 Inlets, Type C | | | 1070 621D008 8.000 EACH| 372.33000 2978.64| 375.00000 3000.00| 209.17000 1673.36 Inlet Units, Type E | | | 1080 622A000 2.000 EACH| 531.90000 1063.80| 521.50000 1043.00| 532.83000 1065.66 Manhole Covers Reset | | | 1090 622A002 7.000 EACH| 531.90000 3723.30| 576.50000 4035.50| 396.31000 2774.17 Manhole Covers Reset (Sanitary) | | | 1100 623A000 78.000 LF | 31.91000 2488.98| 32.15000 2507.70| 33.97000 2649.66 Concrete Gutter | | | 1110 623B000 9884.000 LF | 7.98000 78874.32| 8.05000 79566.20| 8.49000 83915.16 Concrete Curb, Type N | | | 1120 623C000 958.000 LF | 10.64000 10193.12| 10.70000 10250.60| 11.32000 10844.56 Combination Curb & Gutter, Type C | | | 1130 629A005 10.000 LF | 106.38000 1063.80| 107.25000 1072.50| 113.23000 1132.30 Concrete Median Or Safety Barrier, Type | | | 4A (Reinforced) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1140 629A025 408.000 LF | 53.19000 21701.52| 50.40000 20563.20| 56.62000 23100.96 Concrete Median Or Safety Barrier, Type | | | Retrofit | | | 1150 629A053 773.000 LF | 148.93000 115122.89| 150.00000 115950.00| 158.52000 122535.96 Concrete Median Or Safety Barrier, Type | | | 1B (Modified) | | | 1160 629A070 113.000 LF | 281.91000 31855.83| 284.00000 32092.00| 300.06000 33906.78 Concrete Median Or Safety Barrier,Type | | | VF-54 | | | 1170 629A071 306.000 LF | 143.61000 43944.66| 144.75000 44293.50| 152.86000 46775.16 Concrete Median Or Safety Barrier,Type | | | VF-54(PP) | | | 1180 630A033 3295.000 LF | 11.97000 39441.15| 11.35000 37398.25| 11.97000 39441.15 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 1190 630C001 10.000 EACH| 691.47000 6914.70| 654.50000 6545.00| 691.85000 6918.50 Guardrail End Anchor, Type 8 | | | 1200 630C003 16.000 EACH| 1058.48000 16935.68| 1003.00000 16048.00| 1059.06000 16944.96 Guardrail End Anchor, Type 13 | | | 1210 630C050 16.000 EACH| 1835.06000 29360.96| 1741.00000 27856.00| 1836.06000 29376.96 Guardrail End Anchor, Type 20 Series | | | 1220 630C070 7.000 EACH| 1590.38000 11132.66| 1511.00000 10577.00| 1591.25000 11138.75 Guardrail End Anchor, Type 10 Series | | | 1230 634A002 220.000 LF | 7.21000 1586.20| 13.15000 2893.00| 13.59000 2989.80 Industrial Fence, 6 Feet High | | | 1240 641A002 343.000 LF | 8.96000 3073.28| 8.05000 2761.15| 9.06000 3107.58 1 Inch Copper Water Pipe Laid (Type K) | | | 1250 641A035 828.000 LF | 18.70000 15483.60| 23.10000 19126.80| 18.91000 15657.48 6 Inch D.I. Water Main Laid | | | 1260 641C000 4.000 EACH| 492.71000 1970.84| 684.00000 2736.00| 498.22000 1992.88 6 Inch Gate Valves With Box | | | 1270 641D003 670.000 LB | 3.92000 2626.40| 3.85000 2579.50| 3.96000 2653.20 Ductile Iron Water Main Fitting | | | 1280 641D004 2.000 EACH| 582.29000 1164.58| 211.25000 422.50| 588.81000 1177.62 6 Inch X 6 Inch D.I. Anchor Tee | | | 1290 641E001 32.000 EACH| 22.96000 734.72| 51.70000 1654.40| 23.21000 742.72 6 Inch D.I. Retainer Gland | | | 1300 641F005 1.000 EACH| 2032.42000 2032.42| 2549.00000 2549.00| 2055.16000 2055.16 6 Inch X 6 Inch Tapping Valve & Sleeve | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1310 641F010 1.000 EACH| 2127.60000 2127.60| 2549.00000 2549.00| 2151.41000 2151.41 8 Inch X 6 Inch Tapping Valve & Sleeve | | | 1320 641F025 6.000 EACH| 358.33000 2149.98| 302.50000 1815.00| 362.34000 2174.04 1 Inch Service Tap | | | 1330 641G001 1.000 CUYD| 307.94000 307.94| 289.00000 289.00| 311.39000 311.39 Concrete For Water Mains (Thrust Blocks | | | 1340 641J001 6.000 LF | 291.15000 1746.90| 417.50000 2505.00| 294.40000 1766.40 Fire Hydrant Extensions | | | 1350 642A000 7.000 EACH| 627.08000 4389.56| 294.50000 2061.50| 634.10000 4438.70 Fire Hydrant Reset | | | 1360 643A000 4.000 EACH| 358.33000 1433.32| 151.25000 605.00| 362.34000 1449.36 Water Meters Reset | | | 1370 643B000 6.000 EACH| 223.96000 1343.76| 218.00000 1308.00| 226.46000 1358.76 Valve Boxes Reset | | | 1380 650B000 5848.000 CUYD| 5.66000 33099.68| 5.15000 30117.20| 5.00000 29240.00 Topsoil From Stockpiles | | | 1390 652A061 10.000 ACRE| 531.90000 5319.00| 906.50000 9065.00| 576.32000 5763.20 Seeding (Mix 3E) | | | 1400 654A001 10000.000 SQYD| 2.82000 28200.00| 3.70000 37000.00| 2.70000 27000.00 Solid Sodding (Bermuda) | | | 1410 656A000 10.000 ACRE| 531.90000 5319.00| 1013.00000 10130.00| 448.93000 4489.30 Mulching, Class A, Type 1 | | | 1420 659A000 3000.000 SQYD| 1.60000 4800.00| 2.60000 7800.00| 1.50000 4500.00 Erosion Control Netting, Class A | | | 1430 665A001 5.000 ACRE| 478.71000 2393.55| 803.00000 4015.00| 375.33000 1876.65 Temporary Seeding | | | 1440 665B000 5.000 ACRE| 478.71000 2393.55| 953.00000 4765.00| 386.65000 1933.25 Temporary Mulching | | | 1450 665E000 1000.000 SQYD| 1.60000 1600.00| 3.10000 3100.00| 0.65000 650.00 Polyethylene | | | 1460 665F000 638.000 EACH| 5.68000 3623.84| 8.25000 5263.50| 4.07000 2596.66 Hay Bales | | | 1470 665G000 500.000 EACH| 1.77000 885.00| 4.55000 2275.00| 2.70000 1350.00 Sand Bags | | | 1480 665I000 570.000 TON | 18.72000 10670.40| 45.05000 25678.50| 31.31000 17846.70 Temporary Riprap, Class 2 | | | 1490 665J000 8058.000 LF | 3.26000 26269.08| 3.60000 29008.80| 3.57000 28767.06 Silt Fence, Type A | | | 1500 665K000 100.000 CUYD| 7.27000 727.00| 7.70000 770.00| 13.67000 1367.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1510 665L000 530.000 LF | 10.03000 5315.90| 17.70000 9381.00| 9.96000 5278.80 Floating Basin Boom | | | 1520 666A001 30.000 ACRE| 37.23000 1116.90| 160.75000 4822.50| 141.54000 4246.20 Pest Control Treatment | | | 1530 680A000 LUMP| 84018.67000 84018.67| 48650.00000 48650.00| 40649.42000 40649.42 Engineering Controls | | | 1540 701C000 10.000 MILE| 372.33000 3723.30| 352.50000 3525.00| 203.82000 2038.20 Broken Temporary Traffic Stripe | | | 1550 701C001 6.000 MILE| 372.33000 2233.98| 352.50000 2115.00| 283.08000 1698.48 Solid Temporary Traffic Stripe | | | 1560 701C004 1.000 MILE| 3191.40000 3191.40| 3022.00000 3022.00| 3963.12000 3963.12 Broken Temporary Traffic Stripe (Tape) | | | 1570 701C006 1.000 MILE| 6382.80000 6382.80| 6044.00000 6044.00| 8492.39000 8492.39 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1580 701D007 2.000 MILE| 797.85000 1595.70| 755.50000 1511.00| 849.24000 1698.48 Solid Traffic Stripe Removed (Paint) | | | 1590 701D008 2.000 MILE| 904.23000 1808.46| 856.00000 1712.00| 1132.32000 2264.64 Solid Traffic Stripe Removed (Plastic) | | | 1600 701D009 1.000 MILE| 2127.60000 2127.60| 2015.00000 2015.00| 1132.32000 1132.32 Solid Traffic Stripe Removed (Tape) | | | 1610 701D014 2.000 MILE| 531.90000 1063.80| 503.50000 1007.00| 849.24000 1698.48 Broken Traffic Stripe Removed (Paint) | | | 1620 701D015 2.000 MILE| 531.90000 1063.80| 503.50000 1007.00| 849.24000 1698.48 Broken Traffic Stripe Removed (Plastic) | | | 1630 701D016 1.000 MILE| 1063.80000 1063.80| 1007.00000 1007.00| 849.24000 849.24 Broken Traffic Stripe Removed (Tape) | | | 1640 701G121 816.000 LF | 3.46000 2823.36| 3.30000 2692.80| 3.11000 2537.76 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1650 701G125 822.000 LF | 4.15000 3411.30| 3.95000 3246.90| 4.25000 3493.50 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1660 701G133 822.000 LF | 4.15000 3411.30| 3.95000 3246.90| 4.25000 3493.50 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1670 702A040 8.000 MILE| 2233.98000 17871.84| 2115.00000 16920.00| 2038.17000 16305.36 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1680 702A041 8.000 MILE| 4361.58000 34892.64| 4130.00000 33040.00| 4416.05000 35328.40 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1690 702A043 6.000 MILE| 4361.58000 26169.48| 4130.00000 24780.00| 4416.05000 26496.30 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1700 702B011 7508.000 LF | 1.91000 14340.28| 1.80000 13514.40| 0.85000 6381.80 Dotted Profiled Traffic Stripe (6" Wide | | | 1710 703A002 5723.000 SQFT| 1.86000 10644.78| 1.75000 10015.25| 2.26000 12933.98 Traffic Control Markings, Class 2, Type | | | A | | | 1720 703B002 1324.000 SQFT| 1.86000 2462.64| 1.75000 2317.00| 2.26000 2992.24 Traffic Control Legends, Class 2, Type | | | 1730 705A011 780.000 EACH| 5.32000 4149.60| 5.05000 3939.00| 5.10000 3978.00 Pavement Markers, Class C, Type 1-A | | | 1740 705A012 64.000 EACH| 5.32000 340.48| 5.05000 323.20| 5.10000 326.40 Pavement Markers, Class C, Type 1-B | | | 1750 705A030 585.000 EACH| 5.32000 3112.20| 5.05000 2954.25| 5.10000 2983.50 Pavement Markers, Class A-H, Type 2-C | | | 1760 705A031 965.000 EACH| 5.32000 5133.80| 5.05000 4873.25| 5.10000 4921.50 Pavement Markers, Class A-H, Type 1-A | | | 1770 705A032 466.000 EACH| 5.32000 2479.12| 5.05000 2353.30| 5.10000 2376.60 Pavement Markers, Class A-H, Type 1-B | | | 1780 705A037 388.000 EACH| 5.32000 2064.16| 5.05000 1959.40| 5.10000 1978.80 Pavement Markers, Class A-H, Type 2-D | | | 1790 705A038 260.000 EACH| 5.32000 1383.20| 5.05000 1313.00| 5.10000 1326.00 Pavement Markers, Class A-H, Type 2-E | | | 1800 707A006 47.000 EACH| 45.27000 2127.69| 42.85000 2013.95| 28.21000 1325.87 Type 1, Clear Delineator Installation | | | 1810 707A007 30.000 EACH| 45.27000 1358.10| 42.85000 1285.50| 31.13000 933.90 Type 2, Clear Delineator Installation | | | 1820 707A026 30.000 EACH| 50.93000 1527.90| 48.20000 1446.00| 36.99000 1109.70 Type 1B, Clear And Red Delineator | | | Installation | | | 1830 707A027 15.000 EACH| 50.93000 763.95| 48.20000 723.00| 31.40000 471.00 Type 1B, Red And Yellow Delineator | | | Installation | | | 1840 707G000 80.000 EACH| 22.63000 1810.40| 21.45000 1716.00| 34.17000 2733.60 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1850 710A028 19.000 SQFT| 56.59000 1075.21| 53.60000 1018.40| 56.62000 1075.78 Class 2,Aluminum Flat Sign Panels 0.04" | | | Thickness(Type III Or Type IV Background| | | 1860 710A115 35.000 SQFT| 22.63000 792.05| 21.45000 750.75| 22.65000 792.75 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1870 710A126 152.000 SQFT| 20.37000 3096.24| 19.30000 2933.60| 20.38000 3097.76 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1880 710A140 2491.000 SQFT| 24.90000 62025.90| 23.55000 58663.05| 24.91000 62050.81 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1890 710A141 196.000 SQFT| 24.90000 4880.40| 23.55000 4615.80| 24.91000 4882.36 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1900 710A142 90.000 SQFT| 20.37000 1833.30| 19.30000 1737.00| 20.38000 1834.20 Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | 1910 710B001 1281.000 LF | 6.79000 8697.99| 6.45000 8262.45| 6.79000 8697.99 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1920 710B013 45.000 LF | 79.22000 3564.90| 75.00000 3375.00| 79.26000 3566.70 Roadway Sign Post (W10 x 22 Steel Beam) | | | 1930 710B014 48.000 LF | 84.88000 4074.24| 80.40000 3859.20| 84.92000 4076.16 Roadway Sign Post (W10 x 26 Steel Beam) | | | 1940 710B017 287.000 LF | 7.92000 2273.04| 7.50000 2152.50| 7.93000 2275.91 Roadway Sign Post (#4 "U" Channel | | | Galvanized Steel) | | | 1950 710C000 LUMP| 11317.02000 11317.02| 10716.00000 10716.00| 11323.19000 11323.19 Removal Of Existing Roadway Signs | | | 1960 710E000 159.000 LF | 56.59000 8997.81| 53.60000 8522.40| 56.62000 9002.58 Overhead Roadway Sign Hangers, W6 X 9 | | | 1970 711A000 LUMP| 11317.02000 11317.02| 10716.00000 10716.00| 11323.19000 11323.19 Roadway Sign Relocation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -14 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1980 715A000 LUMP| 35693.88000 35693.88| 33798.00000 33798.00| 35713.34000 35713.34 Overhead Roadway Sign Structure (OHSB 3 | | | 1990 715A001 LUMP| 35648.62000 35648.62| 33755.00000 33755.00| 35668.05000 35668.05 Overhead Roadway Sign Structure (OHSB 7 | | | 2000 715A002 LUMP| 20370.64000 20370.64| 19289.00000 19289.00| 20381.74000 20381.74 Overhead Roadway Sign Structure (OHC 10 | | | 2010 715A003 LUMP| 20936.49000 20936.49| 19824.00000 19824.00| 20947.90000 20947.90 Overhead Roadway Sign Structure (OHC 12 | | | 2020 720A026 2.000 EACH| 22146.19000 44292.38| 22308.00000 44616.00| 22158.27000 44316.54 Vehicular Impact Attenuator | | | Assembly(Bi-directional, TL-3) | | | 2030 726A000 4000.000 LF | 26.60000 106400.00| 26.80000 107200.00| 26.61000 106440.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 2040 726A001 20.000 LF | 53.19000 1063.80| 53.60000 1072.00| 53.22000 1064.40 Portable Concrete Safety Barriers, Type | | | 6-A | | | 2050 726D025 2.000 EACH| 9786.96000 19573.92| 9859.00000 19718.00| 9792.30000 19584.60 Portable Impact Attenuator | | | Assembly(Unidirectional, TL-3) | | | 2060 730A000 LUMP| 5065.82000 5065.82| 4797.00000 4797.00| 15965.70000 15965.70 Removal Of Existing Traffic Control | | | Unit (LAKESIDE DR. @ US-90) | | | 2070 730A001 LUMP| 4002.02000 4002.02| 3790.00000 3790.00| 15965.70000 15965.70 Removal Of Existing Traffic Control | | | Unit (SATCHEL PAGE @ US-90) | | | 2080 730A002 LUMP| 4002.02000 4002.02| 3790.00000 3790.00| 15965.70000 15965.70 Removal Of Existing Traffic Control | | | Unit (MCVAY DR. @ US-90) | | | 2090 730C000 LUMP| 6116.85000 6116.85| 5792.00000 5792.00| 5321.90000 5321.90 Furnishing And Installing Traffic | | | Control Unit (BUTLER DR. @ U.S. 90) | | | 2100 730C001 LUMP| 7180.65000 7180.65| 6799.00000 6799.00| 5321.90000 5321.90 Furnishing And Installing Traffic | | | Control Unit (LAKESIDE DR. @ U.S. 90) | | | 2110 730C002 LUMP| 5319.00000 5319.00| 5036.00000 5036.00| 5321.90000 5321.90 Furnishing And Installing Traffic | | | Control Unit (RAMP 4A @ U.S. 90) | | | 2120 730C003 LUMP| 5319.00000 5319.00| 5036.00000 5036.00| 5321.90000 5321.90 Furnishing And Installing Traffic | | | Control Unit (RAMP 2A @ U.S. 90) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -15 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2130 730C004 LUMP| 5165.81000 5165.81| 4892.00000 4892.00| 5321.90000 5321.90 Furnishing And Installing Traffic | | | Control Unit (SATCHEL PAGE @ U.S. 90) | | | 2140 730C005 LUMP| 5053.05000 5053.05| 4785.00000 4785.00| 5321.90000 5321.90 Furnishing And Installing Traffic | | | Control Unit (McVAY DR. @ U.S. 90) | | | 2150 730E000 28.000 EACH| 3882.87000 108720.36| 3677.00000 102956.00| 3193.14000 89407.92 Metal Traffic Signal Pole Foundation | | | 2160 730F001 2.000 EACH| 5942.39000 11884.78| 5627.00000 11254.00| 6918.47000 13836.94 Metal Traffic Signal Pole With 40' MAST | | | ARM ASSEMBLY | | | 2170 730G001 26.000 EACH| 4073.29000 105905.54| 3858.00000 100308.00| 6386.28000 166043.28 Metal Traffic Signal Strain Pole | | | 2180 730H001 20192.000 LF | 3.72000 75114.24| 3.55000 71681.60| 4.26000 86017.92 Loop Wire | | | 2190 730I001 4940.000 LF | 1.33000 6570.20| 1.25000 6175.00| 2.13000 10522.20 Loop Detector Lead-In-Cable | | | 2200 730J010 17.000 EACH| 175.53000 2984.01| 16.75000 284.75| 127.73000 2171.41 Vehicle Loop Detector | | | 2210 730L002 300.000 LF | 7.98000 2394.00| 7.55000 2265.00| 4.79000 1437.00 1", Metallic, Conduit | | | 2220 730L003 1195.000 LF | 4.79000 5724.05| 4.55000 5437.25| 2.66000 3178.70 1", Non-Metallic, Conduit | | | 2230 730L005 1990.000 LF | 8.51000 16934.90| 8.05000 16019.50| 4.26000 8477.40 2", Non-Metallic, Conduit | | | 2240 730N010 26.000 EACH| 1595.70000 41488.20| 1511.00000 39286.00| 851.50000 22139.00 Luminaire Extension Assembly, 12'-0" | | | 2250 730P020 1.000 EACH| 523.39000 523.39| 495.50000 495.50| 532.19000 532.19 Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 2260 730P022 58.000 EACH| 1316.98000 76384.84| 1247.00000 72326.00| 1596.57000 92601.06 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 2270 730P023 5.000 EACH| 1696.76000 8483.80| 1607.00000 8035.00| 2022.32000 10111.60 Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 2280 730R021 3.000 EACH| 12685.82000 38057.46| 12013.00000 36039.00| 13387.77000 40163.31 Controller Assembly, Type III, 4 Phase | | | 2290 730R022 2.000 EACH| 13178.36000 26356.72| 12479.00000 24958.00| 13707.09000 27414.18 Controller Assembly, Type III, 8 Phase | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -16 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2300 730R030 1.000 EACH| 21071.75000 21071.75| 19952.00000 19952.00| 19691.03000 19691.03 Controller Assembly, Type III, Master | | | 2310 734A013 5385.000 LF | 6.38000 34356.30| 6.05000 32579.25| 3.32000 17878.20 Cable OSP, Loose Tube, 48F SM | | | 2320 734B006 120.000 LF | 4.79000 574.80| 4.55000 546.00| 2.28000 273.60 Drop Cable OSP 8F SM Central Core | | | 2330 734E000 5385.000 LF | 1.06000 5708.10| 1.00000 5385.00| 0.55000 2961.75 Detectable Tape System | | | 2340 734E020 5385.000 LF | 6.91000 37210.35| 6.55000 35271.75| 7.42000 39956.70 Buried Duct HDPE SDR11 1 1/2 Inch | | | 2350 734G007 6.000 EACH| 531.90000 3191.40| 503.50000 3021.00| 920.82000 5524.92 Splice Organizer | | | 2360 734G008 6.000 EACH| 797.85000 4787.10| 755.50000 4533.00| 39.27000 235.62 Splice Tray | | | 2370 734G009 6.000 EACH| 47.87000 287.22| 45.35000 272.10| 80.47000 482.82 Splicing, Fusion | | | 2380 734J000 6.000 EACH| 1861.65000 11169.90| 1763.00000 10578.00| 1172.55000 7035.30 Commbox F1 | | | 2390 740B000 2369.000 SQFT| 7.84000 18572.96| 8.55000 20254.95| 7.93000 18786.17 Construction Signs | | | 2400 740C000 372.000 SQFT| 8.96000 3333.12| 8.55000 3180.60| 7.93000 2949.96 Special Construction Signs | | | 2410 740D000 500.000 EACH| 67.19000 33595.00| 77.20000 38600.00| 62.09000 31045.00 Channelizing Drums | | | 2420 740E000 250.000 EACH| 11.65000 2912.50| 12.85000 3212.50| 17.29000 4322.50 Cones (36 Inches High) | | | 2430 740F002 20.000 EACH| 476.91000 9538.20| 214.25000 4285.00| 151.07000 3021.40 Barricades, Type III | | | 2440 740I005 4.000 EACH| 447.92000 1791.68| 428.50000 1714.00| 554.84000 2219.36 Warning Lights, Type B (Detachable Head | | | 2450 740L003 460.000 EACH| 49.99000 22995.40| 58.90000 27094.00| 67.94000 31252.40 Vertical Panel, Type I, Single-Sided | | | 2460 740M001 250.000 EACH| 6.76000 1690.00| 9.10000 2275.00| 10.05000 2512.50 Ballast For Cone | | | 2470 741C010 2.000 EACH| 4367.18000 8734.36| 5251.00000 10502.00| 463.26000 926.52 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2480 742A001 4.000 EACH| 17916.63000 71666.52| 18217.00000 72868.00| 12455.51000 49822.04 Portable Changeable Message Signs, Type | | | 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -17 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2490 756A021 1405.000 LF | 37.23000 52308.15| 35.25000 49526.25| 29.80000 41869.00 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 2500 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | 2510 750Z000 AA1 LUMP| | | Roadway Lighting System Alternate 1 | | | (ALT. 1) | | | 2520 750Z001 AA2 LUMP| | | Roadway Lighting System Alternate 2 | | | (ALT. 2) | | | 2530 750Z002 AA3 LUMP| 1136138.40000 1136138.40| 1156500.00000 1156500.00| 1293221.64000 1293221.64 Roadway Lighting System Alternate 3 | | | (ALT. 3) | | | SECTION TOTALS | $ 7,205,687.85| $ 7,939,744.20| $ 7,947,744.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,205,687.85| $ 7,939,744.20| $ 7,947,744.28 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -18 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 29248.50000 29248.50| 308120.00000 308120.00| Clearing & Grubbing (Approximately 106 | | | Acres) | | | 0020 206A050 LUMP| 235187.40000 235187.40| 124200.00000 124200.00| Removal Of Old Bridge, Station 26+52 ( | | | E.B.L. & W.B.L.) | | | 0030 206B000 LUMP| 9827.50000 9827.50| 9072.00000 9072.00| Removal Of Old Box Culvert, Station | | | 47+27 (U.S. 90) | | | 0040 206C002 1087.000 SQYD| 5.90000 6413.30| 5.54000 6021.98| Removing Concrete Slope Paving | | | 0050 206D000 568.000 LF | 11.70000 6645.60| 16.29000 9252.72| Removing Pipe | | | 0060 206D001 2725.000 LF | 2.30000 6267.50| 2.27000 6185.75| Removing Guardrail | | | 0070 206D002 5784.000 LF | 3.50000 20244.00| 4.29000 24813.36| Removing Curb | | | 0080 206D003 917.000 LF | 3.50000 3209.50| 4.28000 3924.76| Removing Curb And Gutter | | | 0090 206D006 107.000 LF | 7.00000 749.00| 1.08000 115.56| Removing Industrial Fence | | | 0100 206D010 428.000 LF | 23.40000 10015.20| 21.60000 9244.80| Removing Safety Barrier | | | 0110 206E000 27.000 EACH| 351.00000 9477.00| 180.08000 4862.16| Removing Headwalls | | | 0120 206E001 10.000 EACH| 351.00000 3510.00| 166.30000 1663.00| Removing Inlets | | | 0130 206E020 2.000 EACH| 8204.20000 16408.40| 2700.00000 5400.00| Removing Existing Overhead Sign | | | Structure | | | 0140 206E040 2.000 EACH| 5264.70000 10529.40| 1156.86000 2313.72| Removing Safety Barrier End Section | | | 0150 206E041 2.000 EACH| 351.00000 702.00| 578.45000 1156.90| Removing Impact Attenuators | | | 0160 206E042 7.000 EACH| 351.00000 2457.00| 337.24000 2360.68| Removing Inlets (Partial) | | | 0170 210A000 17237.000 CUYD| 8.20000 141343.40| 10.46000 180299.02| Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -19 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 210C000 5480.000 CUYD| 7.00000 38360.00| 11.91000 65266.80| Muck Excavation | | | 0190 210D012 29215.000 CUYD| 11.00000 321365.00| 13.14000 383885.10| Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0200 210E000 5480.000 CUYD| 12.20000 66856.00| 8.94000 48991.20| Borrow Excavation (Underwater Backfill) | | | 0210 214A000 2149.000 CUYD| 9.40000 20200.60| 10.94000 23510.06| Structure Excavation | | | 0220 214B000 591.000 CUYD| 12.90000 7623.90| 15.22000 8995.02| Foundation Backfill, Local | | | 0230 214B001 268.000 CUYD| 41.00000 10988.00| 37.80000 10130.40| Foundation Backfill, Commercial | | | 0240 230A000 183.000 RBST| 234.00000 42822.00| 474.67000 86864.61| Roadbed Processing | | | 0250 301A012 31215.000 SQYD| 9.90000 309028.50| 12.71000 396742.65| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0260 401A000 31215.000 SQYD| 0.50000 15607.50| 0.86000 26844.90| Bituminous Treatment A | | | 0270 401B100 17151.000 SQYD| 1.00000 17151.00| 1.08000 18523.08| Bituminous Treatment E (With Polymer | | | Additive) | | | 0280 405A000 27839.000 GAL | 1.10000 30622.90| 0.97000 27003.83| Tack Coat | | | 0290 408A051 20000.000 SQYD| 1.20000 24000.00| 1.30000 26000.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0300 408A052 6567.000 SQYD| 1.10000 7223.70| 0.97000 6369.99| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0310 420A011 3016.000 TON | 81.50000 245804.00| 75.17000 226712.72| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0320 424A280 6547.000 TON | 55.00000 360085.00| 50.22000 328790.34| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0330 424A283 500.000 TON | 75.10000 37550.00| 52.38000 26190.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -20 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 424A286 100.000 TON | 55.00000 5500.00| 47.41000 4741.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0350 424A360 127.000 TON | 50.10000 6362.70| 43.20000 5486.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0360 424B281 3834.000 TON | 50.20000 192466.80| 43.31000 166050.54| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0370 424B289 1767.000 TON | 46.80000 82695.60| 40.28000 71174.76| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0380 424B582 5228.000 TON | 47.40000 247807.20| 40.93000 213982.04| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0390 424B651 65.000 TON | 47.40000 3081.00| 40.82000 2653.30| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0400 424B681 65.000 TON | 47.40000 3081.00| 40.82000 2653.30| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0410 424C281 5863.000 TON | 45.80000 268525.40| 39.42000 231119.46| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0420 450B000 107.000 SQYD| 136.70000 14626.90| 135.00000 14445.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0430 502A000 70624.000 LB | 1.00000 70624.00| 0.95000 67092.80| Steel Reinforcement | | | 0440 502B000 LUMP| 114859.00000 114859.00| 113400.00000 113400.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 25+75, APPROX 57, | | | 500 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -21 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 502B001 LUMP| 125797.90000 125797.90| 124200.00000 124200.00| Steel Reinforcement For Bridge | | | Superstructure STA. 26+52, APPROX. 66, | | | 400 LBS., | | | 0460 505A000 3.000 EACH| 2187.80000 6563.40| 2160.00000 6480.00| Steel Test Piles (HP 10x42) | | | 0470 505A002 2.000 EACH| 2406.60000 4813.20| 2376.00000 4752.00| Steel Test Piles (HP 12x53) | | | 0480 505A004 1.000 EACH| 3828.60000 3828.60| 3780.00000 3780.00| Steel Test Piles (HP 14x73) | | | 0490 505B055 3.000 EACH| 820.40000 2461.20| 810.00000 2430.00| Static Loading Tests (HP 10x42) | | | 0500 505B057 2.000 EACH| 1093.90000 2187.80| 1080.00000 2160.00| Static Loading Tests (HP 12x53) | | | 0510 505B059 1.000 EACH| 1640.80000 1640.80| 1620.00000 1620.00| Static Loading Tests (HP 14x73) | | | 0520 505B085 3.000 EACH| 820.40000 2461.20| 810.00000 2430.00| Dynamic Loading Tests (HP 10x42) | | | 0530 505B087 2.000 EACH| 1093.90000 2187.80| 1080.00000 2160.00| Dynamic Loading Tests (HP 12x53) | | | 0540 505B089 1.000 EACH| 1093.90000 1093.90| 1080.00000 1080.00| Dynamic Loading Tests (HP 14x73) | | | 0550 505M000 1550.000 LF | 28.40000 44020.00| 28.08000 43524.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0560 505M002 2120.000 LF | 32.80000 69536.00| 32.40000 68688.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0570 505M004 1480.000 LF | 38.30000 56684.00| 37.80000 55944.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0580 508A000 9650.000 LB | 5.50000 53075.00| 5.40000 52110.00| Structural Steel | | | 0590 510A000 210.000 CUYD| 820.40000 172284.00| 810.00000 170100.00| Bridge Substructure Concrete, Class A | | | 0600 510C001 LUMP| 164084.30000 164084.30| 129600.00000 129600.00| Bridge Concrete Superstructure STA. | | | 25+75, APPROX. 223 CU. YDS. | | | 0610 510C002 LUMP| 207840.10000 207840.10| 178200.00000 178200.00| Bridge Concrete Superstructure STA. | | | 26+52, APPROX. 256 CU. YDS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -22 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 510E000 667.000 SQYD| 5.50000 3668.50| 5.40000 3601.80| Grooving Concrete Bridge Decks | | | 0630 511A001 122.000 EACH| 109.40000 13346.80| 108.00000 13176.00| Elastomeric Bearings, Type 2 | | | 0640 513B003 2177.000 LF | 71.10000 154784.70| 70.20000 152825.40| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0650 520B000 LUMP| 218779.00000 218779.00| 216000.00000 216000.00| Raising Existing Bridge,Station 26+52 | | | (E.B.L. & W.B.L.) | | | 0660 524B011 300.000 CUYD| 702.00000 210600.00| 648.00000 194400.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0670 530A000 44.000 LF | 29.40000 1293.60| 35.73000 1572.12| 15" Roadway Pipe (Class 3 R.C.) | | | 0680 530A001 948.000 LF | 35.40000 33559.20| 40.53000 38422.44| 18" Roadway Pipe (Class 3 R.C.) | | | 0690 530A002 181.000 LF | 48.00000 8688.00| 57.38000 10385.78| 24" Roadway Pipe (Class 3 R.C.) | | | 0700 530A003 108.000 LF | 65.50000 7074.00| 68.70000 7419.60| 30" Roadway Pipe (Class 3 R.C.) | | | 0710 530A004 196.000 LF | 89.10000 17463.60| 98.02000 19211.92| 36" Roadway Pipe (Class 3 R.C.) | | | 0720 530A100 21.000 LF | 46.80000 982.80| 107.01000 2247.21| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0730 530A101 27.000 LF | 51.50000 1390.50| 91.17000 2461.59| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0740 530A102 53.000 LF | 56.20000 2978.60| 101.24000 5365.72| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0750 530A106 69.000 LF | 128.70000 8880.30| 200.70000 13848.30| 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0760 530B001 145.000 LF | 42.40000 6148.00| 53.43000 7747.35| 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0770 530B003 114.000 LF | 65.20000 7432.80| 78.17000 8911.38| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -23 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 530B007 88.000 LF | 193.00000 16984.00| 179.41000 15788.08| 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0790 532A030 120.000 LF | 146.20000 17544.00| 135.00000 16200.00| 12" Slotted Drain Pipe | | | 0800 600A000 LUMP| 613844.90000 613844.90| 423787.00000 423787.00| Mobilization | | | 0810 602A000 6.000 EACH| 468.00000 2808.00| 358.37000 2150.22| Right Of Way Markers | | | 0820 606A012 1088.000 LF | 14.00000 15232.00| 20.88000 22717.44| 6" Underdrain Pipe, Type 8 | | | 0830 610C001 12.000 TON | 41.00000 492.00| 67.55000 810.60| Loose Riprap, Class 2 | | | 0840 610D003 42.000 SQYD| 4.10000 172.20| 4.05000 170.10| Filter Blanket, Geotextile | | | 0850 614A000 676.000 CUYD| 245.70000 166093.20| 226.80000 153316.80| Slope Paving | | | 0860 614A001 103.000 CUYD| 292.50000 30127.50| 270.00000 27810.00| Slope Paving (Under Bridges) | | | 0870 619A001 1.000 EACH| 333.40000 333.40| 307.80000 307.80| 15" Roadway Pipe End Treatment, Class 1 | | | 0880 619A002 4.000 EACH| 417.70000 1670.80| 385.56000 1542.24| 18" Roadway Pipe End Treatment, Class 1 | | | 0890 619A003 6.000 EACH| 501.70000 3010.20| 463.08000 2778.48| 24" Roadway Pipe End Treatment, Class 1 | | | 0900 619A004 2.000 EACH| 582.80000 1165.60| 537.97000 1075.94| 30" Roadway Pipe End Treatment, Class 1 | | | 0910 619A005 4.000 EACH| 753.00000 3012.00| 695.11000 2780.44| 36" Roadway Pipe End Treatment, Class 1 | | | 0920 619A007 1.000 EACH| 924.60000 924.60| 853.56000 853.56| 48" Roadway Pipe End Treatment, Class 1 | | | 0930 619A099 1.000 EACH| 423.40000 423.40| 390.87000 390.87| 12" Side Drain Pipe End Treatment, | | | Class 1 | | | 0940 619A101 6.000 EACH| 438.70000 2632.20| 405.00000 2430.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0950 619B022 1.000 EACH| 1411.70000 1411.70| 1302.48000 1302.48| 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -24 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 619B116 2.000 EACH| 524.10000 1048.20| 483.80000 967.60| 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0970 619B118 2.000 EACH| 822.40000 1644.80| 759.15000 1518.30| 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0980 620A000 6.000 CUYD| 585.00000 3510.00| 540.00000 3240.00| Minor Structure Concrete | | | 0990 621A005 5.000 EACH| 3509.80000 17549.00| 3240.00000 16200.00| Junction Boxes, Type 1 | | | 1000 621A011 2.000 EACH| 2924.90000 5849.80| 2700.00000 5400.00| Junction Boxes, Type 1 Or 1P | | | 1010 621A019 1.000 EACH| 3509.80000 3509.80| 3240.00000 3240.00| Junction Boxes, Type 1 Or 2P | | | 1020 621B005 3.000 EACH| 409.50000 1228.50| 378.00000 1134.00| Junction Box Units, Type 1 | | | 1030 621C008 8.000 EACH| 4562.80000 36502.40| 4212.00000 33696.00| Inlets, Type E | | | 1040 621C015 4.000 EACH| 1988.90000 7955.60| 1836.00000 7344.00| Inlets, Type S1 Or S3 (1 Wing) | | | 1050 621C020 1.000 EACH| 1754.90000 1754.90| 1620.00000 1620.00| Inlets, Type Y | | | 1060 621C027 3.000 EACH| 1754.90000 5264.70| 1620.00000 4860.00| Inlets, Type C | | | 1070 621D008 8.000 EACH| 409.50000 3276.00| 378.00000 3024.00| Inlet Units, Type E | | | 1080 622A000 2.000 EACH| 585.00000 1170.00| 1080.00000 2160.00| Manhole Covers Reset | | | 1090 622A002 7.000 EACH| 585.00000 4095.00| 1080.00000 7560.00| Manhole Covers Reset (Sanitary) | | | 1100 623A000 78.000 LF | 35.10000 2737.80| 32.40000 2527.20| Concrete Gutter | | | 1110 623B000 9884.000 LF | 8.80000 86979.20| 8.10000 80060.40| Concrete Curb, Type N | | | 1120 623C000 958.000 LF | 11.70000 11208.60| 10.80000 10346.40| Combination Curb & Gutter, Type C | | | 1130 629A005 10.000 LF | 117.00000 1170.00| 108.00000 1080.00| Concrete Median Or Safety Barrier, Type | | | 4A (Reinforced) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -25 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1140 629A025 408.000 LF | 186.00000 75888.00| 171.72000 70061.76| Concrete Median Or Safety Barrier, Type | | | Retrofit | | | 1150 629A053 773.000 LF | 163.80000 126617.40| 151.20000 116877.60| Concrete Median Or Safety Barrier, Type | | | 1B (Modified) | | | 1160 629A070 113.000 LF | 310.00000 35030.00| 286.20000 32340.60| Concrete Median Or Safety Barrier,Type | | | VF-54 | | | 1170 629A071 306.000 LF | 157.90000 48317.40| 145.80000 44614.80| Concrete Median Or Safety Barrier,Type | | | VF-54(PP) | | | 1180 630A033 3295.000 LF | 16.40000 54038.00| 12.15000 40034.25| Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 1190 630C001 10.000 EACH| 711.00000 7110.00| 702.00000 7020.00| Guardrail End Anchor, Type 8 | | | 1200 630C003 16.000 EACH| 1148.60000 18377.60| 1074.60000 17193.60| Guardrail End Anchor, Type 13 | | | 1210 630C050 16.000 EACH| 1969.00000 31504.00| 1863.00000 29808.00| Guardrail End Anchor, Type 20 Series | | | 1220 630C070 7.000 EACH| 1586.20000 11103.40| 1614.60000 11302.20| Guardrail End Anchor, Type 10 Series | | | 1230 634A002 220.000 LF | 14.20000 3124.00| 14.04000 3088.80| Industrial Fence, 6 Feet High | | | 1240 641A002 343.000 LF | 9.40000 3224.20| 12.96000 4445.28| 1 Inch Copper Water Pipe Laid (Type K) | | | 1250 641A035 828.000 LF | 19.50000 16146.00| 17.82000 14754.96| 6 Inch D.I. Water Main Laid | | | 1260 641C000 4.000 EACH| 514.80000 2059.20| 540.00000 2160.00| 6 Inch Gate Valves With Box | | | 1270 641D003 670.000 LB | 4.10000 2747.00| 4.05000 2713.50| Ductile Iron Water Main Fitting | | | 1280 641D004 2.000 EACH| 608.40000 1216.80| 324.00000 648.00| 6 Inch X 6 Inch D.I. Anchor Tee | | | 1290 641E001 32.000 EACH| 24.00000 768.00| 43.20000 1382.40| 6 Inch D.I. Retainer Gland | | | 1300 641F005 1.000 EACH| 2123.40000 2123.40| 318.60000 318.60| 6 Inch X 6 Inch Tapping Valve & Sleeve | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -26 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1310 641F010 1.000 EACH| 2222.90000 2222.90| 3780.00000 3780.00| 8 Inch X 6 Inch Tapping Valve & Sleeve | | | 1320 641F025 6.000 EACH| 374.40000 2246.40| 243.00000 1458.00| 1 Inch Service Tap | | | 1330 641G001 1.000 CUYD| 321.70000 321.70| 270.00000 270.00| Concrete For Water Mains (Thrust Blocks | | | 1340 641J001 6.000 LF | 304.20000 1825.20| 378.00000 2268.00| Fire Hydrant Extensions | | | 1350 642A000 7.000 EACH| 655.20000 4586.40| 1026.00000 7182.00| Fire Hydrant Reset | | | 1360 643A000 4.000 EACH| 374.40000 1497.60| 324.00000 1296.00| Water Meters Reset | | | 1370 643B000 6.000 EACH| 234.00000 1404.00| 270.00000 1620.00| Valve Boxes Reset | | | 1380 650B000 5848.000 CUYD| 11.70000 68421.60| 11.71000 68480.08| Topsoil From Stockpiles | | | 1390 652A061 10.000 ACRE| 530.50000 5305.00| 540.00000 5400.00| Seeding (Mix 3E) | | | 1400 654A001 10000.000 SQYD| 3.00000 30000.00| 2.97000 29700.00| Solid Sodding (Bermuda) | | | 1410 656A000 10.000 ACRE| 481.30000 4813.00| 324.00000 3240.00| Mulching, Class A, Type 1 | | | 1420 659A000 3000.000 SQYD| 2.00000 6000.00| 2.16000 6480.00| Erosion Control Netting, Class A | | | 1430 665A001 5.000 ACRE| 328.20000 1641.00| 405.00000 2025.00| Temporary Seeding | | | 1440 665B000 5.000 ACRE| 273.50000 1367.50| 405.00000 2025.00| Temporary Mulching | | | 1450 665E000 1000.000 SQYD| 11.70000 11700.00| 1.08000 1080.00| Polyethylene | | | 1460 665F000 638.000 EACH| 7.00000 4466.00| 8.10000 5167.80| Hay Bales | | | 1470 665G000 500.000 EACH| 3.50000 1750.00| 1.62000 810.00| Sand Bags | | | 1480 665I000 570.000 TON | 35.10000 20007.00| 54.24000 30916.80| Temporary Riprap, Class 2 | | | 1490 665J000 8058.000 LF | 4.70000 37872.60| 4.67000 37630.86| Silt Fence, Type A | | | 1500 665K000 100.000 CUYD| 17.60000 1760.00| 52.23000 5223.00| Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -27 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1510 665L000 530.000 LF | 10.00000 5300.00| 14.71000 7796.30| Floating Basin Boom | | | 1520 666A001 30.000 ACRE| 30.00000 900.00| 32.40000 972.00| Pest Control Treatment | | | 1530 680A000 LUMP| 94240.00000 94240.00| 82340.00000 82340.00| Engineering Controls | | | 1540 701C000 10.000 MILE| 200.10000 2001.00| 194.40000 1944.00| Broken Temporary Traffic Stripe | | | 1550 701C001 6.000 MILE| 277.90000 1667.40| 270.00000 1620.00| Solid Temporary Traffic Stripe | | | 1560 701C004 1.000 MILE| 3890.10000 3890.10| 3780.00000 3780.00| Broken Temporary Traffic Stripe (Tape) | | | 1570 701C006 1.000 MILE| 8335.80000 8335.80| 8100.00000 8100.00| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1580 701D007 2.000 MILE| 833.60000 1667.20| 810.00000 1620.00| Solid Traffic Stripe Removed (Paint) | | | 1590 701D008 2.000 MILE| 1111.50000 2223.00| 1080.00000 2160.00| Solid Traffic Stripe Removed (Plastic) | | | 1600 701D009 1.000 MILE| 1111.40000 1111.40| 1080.00000 1080.00| Solid Traffic Stripe Removed (Tape) | | | 1610 701D014 2.000 MILE| 833.60000 1667.20| 810.00000 1620.00| Broken Traffic Stripe Removed (Paint) | | | 1620 701D015 2.000 MILE| 833.60000 1667.20| 810.00000 1620.00| Broken Traffic Stripe Removed (Plastic) | | | 1630 701D016 1.000 MILE| 833.60000 833.60| 810.00000 810.00| Broken Traffic Stripe Removed (Tape) | | | 1640 701G121 816.000 LF | 3.10000 2529.60| 2.97000 2423.52| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1650 701G125 822.000 LF | 4.20000 3452.40| 4.05000 3329.10| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1660 701G133 822.000 LF | 4.20000 3452.40| 4.05000 3329.10| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1670 702A040 8.000 MILE| 2000.60000 16004.80| 1944.00000 15552.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -28 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1680 702A041 8.000 MILE| 4334.60000 34676.80| 4212.00000 33696.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1690 702A043 6.000 MILE| 4334.60000 26007.60| 4212.00000 25272.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1700 702B011 7508.000 LF | 0.80000 6006.40| 0.81000 6081.48| Dotted Profiled Traffic Stripe (6" Wide | | | 1710 703A002 5723.000 SQFT| 2.20000 12590.60| 2.16000 12361.68| Traffic Control Markings, Class 2, Type | | | A | | | 1720 703B002 1324.000 SQFT| 2.20000 2912.80| 2.16000 2859.84| Traffic Control Legends, Class 2, Type | | | 1730 705A011 780.000 EACH| 5.00000 3900.00| 4.86000 3790.80| Pavement Markers, Class C, Type 1-A | | | 1740 705A012 64.000 EACH| 5.00000 320.00| 4.86000 311.04| Pavement Markers, Class C, Type 1-B | | | 1750 705A030 585.000 EACH| 5.00000 2925.00| 4.86000 2843.10| Pavement Markers, Class A-H, Type 2-C | | | 1760 705A031 965.000 EACH| 5.00000 4825.00| 4.86000 4689.90| Pavement Markers, Class A-H, Type 1-A | | | 1770 705A032 466.000 EACH| 5.00000 2330.00| 4.86000 2264.76| Pavement Markers, Class A-H, Type 1-B | | | 1780 705A037 388.000 EACH| 5.00000 1940.00| 4.86000 1885.68| Pavement Markers, Class A-H, Type 2-D | | | 1790 705A038 260.000 EACH| 5.00000 1300.00| 4.86000 1263.60| Pavement Markers, Class A-H, Type 2-E | | | 1800 707A006 47.000 EACH| 31.00000 1457.00| 43.20000 2030.40| Type 1, Clear Delineator Installation | | | 1810 707A007 30.000 EACH| 34.20000 1026.00| 1.30000 39.00| Type 2, Clear Delineator Installation | | | 1820 707A026 30.000 EACH| 40.70000 1221.00| 48.60000 1458.00| Type 1B, Clear And Red Delineator | | | Installation | | | 1830 707A027 15.000 EACH| 34.50000 517.50| 48.60000 729.00| Type 1B, Red And Yellow Delineator | | | Installation | | | 1840 707G000 80.000 EACH| 37.60000 3008.00| 21.60000 1728.00| Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -29 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1850 710A028 19.000 SQFT| 17.50000 332.50| 54.00000 1026.00| Class 2,Aluminum Flat Sign Panels 0.04" | | | Thickness(Type III Or Type IV Background| | | 1860 710A115 35.000 SQFT| 19.70000 689.50| 21.60000 756.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1870 710A126 152.000 SQFT| 26.30000 3997.60| 19.44000 2954.88| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1880 710A140 2491.000 SQFT| 23.00000 57293.00| 23.76000 59186.16| Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1890 710A141 196.000 SQFT| 27.40000 5370.40| 23.76000 4656.96| Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1900 710A142 90.000 SQFT| 24.10000 2169.00| 19.44000 1749.60| Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | 1910 710B001 1281.000 LF | 6.00000 7686.00| 6.48000 8300.88| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1920 710B013 45.000 LF | 65.60000 2952.00| 75.60000 3402.00| Roadway Sign Post (W10 x 22 Steel Beam) | | | 1930 710B014 48.000 LF | 71.10000 3412.80| 81.00000 3888.00| Roadway Sign Post (W10 x 26 Steel Beam) | | | 1940 710B017 287.000 LF | 6.60000 1894.20| 7.56000 2169.72| Roadway Sign Post (#4 "U" Channel | | | Galvanized Steel) | | | 1950 710C000 LUMP| 11485.90000 11485.90| 10800.00000 10800.00| Removal Of Existing Roadway Signs | | | 1960 710E000 159.000 LF | 38.30000 6089.70| 54.00000 8586.00| Overhead Roadway Sign Hangers, W6 X 9 | | | 1970 711A000 LUMP| 13673.70000 13673.70| 10800.00000 10800.00| Roadway Sign Relocation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -30 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1980 715A000 LUMP| 40255.30000 40255.30| 34063.20000 34063.20| Overhead Roadway Sign Structure (OHSB 3 | | | 1990 715A001 LUMP| 40255.30000 40255.30| 34020.00000 34020.00| Overhead Roadway Sign Structure (OHSB 7 | | | 2000 715A002 LUMP| 20237.10000 20237.10| 19440.00000 19440.00| Overhead Roadway Sign Structure (OHC 10 | | | 2010 715A003 LUMP| 20237.10000 20237.10| 19980.00000 19980.00| Overhead Roadway Sign Structure (OHC 12 | | | 2020 720A026 2.000 EACH| 22772.70000 45545.40| 18415.08000 36830.16| Vehicular Impact Attenuator | | | Assembly(Bi-directional, TL-3) | | | 2030 726A000 4000.000 LF | 27.40000 109600.00| 27.00000 108000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 2040 726A001 20.000 LF | 54.70000 1094.00| 108.00000 2160.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 2050 726D025 2.000 EACH| 10063.80000 20127.60| 19689.48000 39378.96| Portable Impact Attenuator | | | Assembly(Unidirectional, TL-3) | | | 2060 730A000 LUMP| 16408.40000 16408.40| 16200.00000 16200.00| Removal Of Existing Traffic Control | | | Unit (LAKESIDE DR. @ US-90) | | | 2070 730A001 LUMP| 16408.40000 16408.40| 16200.00000 16200.00| Removal Of Existing Traffic Control | | | Unit (SATCHEL PAGE @ US-90) | | | 2080 730A002 LUMP| 16408.40000 16408.40| 16200.00000 16200.00| Removal Of Existing Traffic Control | | | Unit (MCVAY DR. @ US-90) | | | 2090 730C000 LUMP| 5469.50000 5469.50| 5400.00000 5400.00| Furnishing And Installing Traffic | | | Control Unit (BUTLER DR. @ U.S. 90) | | | 2100 730C001 LUMP| 5469.50000 5469.50| 5400.00000 5400.00| Furnishing And Installing Traffic | | | Control Unit (LAKESIDE DR. @ U.S. 90) | | | 2110 730C002 LUMP| 5469.50000 5469.50| 5400.00000 5400.00| Furnishing And Installing Traffic | | | Control Unit (RAMP 4A @ U.S. 90) | | | 2120 730C003 LUMP| 5469.50000 5469.50| 5400.00000 5400.00| Furnishing And Installing Traffic | | | Control Unit (RAMP 2A @ U.S. 90) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -31 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2130 730C004 LUMP| 5469.50000 5469.50| 5400.00000 5400.00| Furnishing And Installing Traffic | | | Control Unit (SATCHEL PAGE @ U.S. 90) | | | 2140 730C005 LUMP| 5469.50000 5469.50| 5400.00000 5400.00| Furnishing And Installing Traffic | | | Control Unit (McVAY DR. @ U.S. 90) | | | 2150 730E000 28.000 EACH| 3281.70000 91887.60| 3240.00000 90720.00| Metal Traffic Signal Pole Foundation | | | 2160 730F001 2.000 EACH| 7110.30000 14220.60| 7020.00000 14040.00| Metal Traffic Signal Pole With 40' MAST | | | ARM ASSEMBLY | | | 2170 730G001 26.000 EACH| 6563.40000 170648.40| 6480.00000 168480.00| Metal Traffic Signal Strain Pole | | | 2180 730H001 20192.000 LF | 4.40000 88844.80| 4.32000 87229.44| Loop Wire | | | 2190 730I001 4940.000 LF | 2.20000 10868.00| 2.16000 10670.40| Loop Detector Lead-In-Cable | | | 2200 730J010 17.000 EACH| 131.30000 2232.10| 129.60000 2203.20| Vehicle Loop Detector | | | 2210 730L002 300.000 LF | 4.90000 1470.00| 4.86000 1458.00| 1", Metallic, Conduit | | | 2220 730L003 1195.000 LF | 2.70000 3226.50| 2.70000 3226.50| 1", Non-Metallic, Conduit | | | 2230 730L005 1990.000 LF | 4.40000 8756.00| 4.32000 8596.80| 2", Non-Metallic, Conduit | | | 2240 730N010 26.000 EACH| 875.10000 22752.60| 864.00000 22464.00| Luminaire Extension Assembly, 12'-0" | | | 2250 730P020 1.000 EACH| 547.00000 547.00| 540.00000 540.00| Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 2260 730P022 58.000 EACH| 1640.80000 95166.40| 1620.00000 93960.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 2270 730P023 5.000 EACH| 2078.40000 10392.00| 2052.00000 10260.00| Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 2280 730R021 3.000 EACH| 13759.00000 41277.00| 13584.24000 40752.72| Controller Assembly, Type III, 4 Phase | | | 2290 730R022 2.000 EACH| 14087.20000 28174.40| 13908.24000 27816.48| Controller Assembly, Type III, 8 Phase | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -32 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2300 730R030 1.000 EACH| 20237.10000 20237.10| 19980.00000 19980.00| Controller Assembly, Type III, Master | | | 2310 734A013 5385.000 LF | 3.40000 18309.00| 3.37000 18147.45| Cable OSP, Loose Tube, 48F SM | | | 2320 734B006 120.000 LF | 2.30000 276.00| 2.31000 277.20| Drop Cable OSP 8F SM Central Core | | | 2330 734E000 5385.000 LF | 0.60000 3231.00| 0.56000 3015.60| Detectable Tape System | | | 2340 734E020 5385.000 LF | 7.60000 40926.00| 7.53000 40549.05| Buried Duct HDPE SDR11 1 1/2 Inch | | | 2350 734G007 6.000 EACH| 946.40000 5678.40| 934.33000 5605.98| Splice Organizer | | | 2360 734G008 6.000 EACH| 40.40000 242.40| 39.84000 239.04| Splice Tray | | | 2370 734G009 6.000 EACH| 82.70000 496.20| 81.65000 489.90| Splicing, Fusion | | | 2380 734J000 6.000 EACH| 1205.10000 7230.60| 1189.76000 7138.56| Commbox F1 | | | 2390 740B000 2369.000 SQFT| 8.20000 19425.80| 24.96000 59130.24| Construction Signs | | | 2400 740C000 372.000 SQFT| 8.20000 3050.40| 25.14000 9352.08| Special Construction Signs | | | 2410 740D000 500.000 EACH| 58.50000 29250.00| 94.47000 47235.00| Channelizing Drums | | | 2420 740E000 250.000 EACH| 14.90000 3725.00| 15.18000 3795.00| Cones (36 Inches High) | | | 2430 740F002 20.000 EACH| 175.50000 3510.00| 320.51000 6410.20| Barricades, Type III | | | 2440 740I005 4.000 EACH| 573.30000 2293.20| 303.65000 1214.60| Warning Lights, Type B (Detachable Head | | | 2450 740L003 460.000 EACH| 105.30000 48438.00| 47.00000 21620.00| Vertical Panel, Type I, Single-Sided | | | 2460 740M001 250.000 EACH| 11.70000 2925.00| 10.12000 2530.00| Ballast For Cone | | | 2470 741C010 2.000 EACH| 4445.80000 8891.60| 7844.15000 15688.30| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2480 742A001 4.000 EACH| 12869.40000 51477.60| 28677.52000 114710.08| Portable Changeable Message Signs, Type | | | 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 003 -33 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020329003 COUNTIES : MOBILE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 23056 |( ) |MOBILE ASPHALT COMPANY, LLC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2490 756A021 1405.000 LF | 30.60000 42993.00| 30.24000 42487.20| 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 2500 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | 2510 750Z000 AA1 LUMP| | | Roadway Lighting System Alternate 1 | | | (ALT. 1) | | | 2520 750Z001 AA2 LUMP| | | Roadway Lighting System Alternate 2 | | | (ALT. 2) | | | 2530 750Z002 AA3 LUMP| 1329082.50000 1329082.50| 1339200.00000 1339200.00| Roadway Lighting System Alternate 3 | | | (ALT. 3) | | | SECTION TOTALS | $ 9,406,619.60| $ 9,406,669.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,406,619.60| $ 9,406,669.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20020329004 COUNTIES : ELMORE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0101(538) for constructing the Resurfacing, Traffic Stripe and Traffic Counting Unit on S.R.#21 (U.S.#231) from north of C.R.#382 to the Coosa County Line. Length 11.911 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,056,104.53 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 1,077,638.25 102.0390% 3 01018 APAC-ALABAMA, INC. $ 1,137,566.44 107.7134% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,265,838.76 119.8592% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020329004 COUNTIES : ELMORE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01018 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, 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 210D021 7200.000 CUYD| 3.50000 25200.00| 5.00000 36000.00| 6.35000 45720.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 401B113 165750.000 SQYD| 0.46000 76245.00| 0.46000 76245.00| 0.46000 76245.00 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0030 405A000 8500.000 GAL | 1.64000 13940.00| 0.65000 5525.00| 0.66000 5610.00 Tack Coat | | | 0040 408A054 3735.000 SQYD| 1.64000 6125.40| 2.00000 7470.00| 2.25000 8403.75 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0050 424A361 18800.000 TON | 24.05000 452140.00| 24.05000 452140.00| 26.18000 492184.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 1700.000 TON | 27.45000 46665.00| 26.40000 44880.00| 29.55000 50235.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A367 3500.000 TON | 26.40000 92400.00| 26.05000 91175.00| 26.29000 92015.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 800.000 TON | 21.00000 16800.00| 26.00000 20800.00| 32.46000 25968.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 200.000 TON | 75.00000 15000.00| 60.00000 12000.00| 73.48000 14696.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 1300.000 TON | 22.00000 28600.00| 28.80000 37440.00| 28.40000 36920.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 428C000 45100.000 LF | 0.20000 9020.00| 0.15000 6765.00| 0.03000 1353.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020329004 COUNTIES : ELMORE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01018 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 15000.00000 15000.00| 24100.00000 24100.00| 27765.00000 27765.00 Mobilization | | | 0130 605B000 40.000 EACH| 212.71000 8508.40| 245.00000 9800.00| 225.00000 9000.00 Special Underdrain Outlet, Type A | | | 0140 606A012 480.000 LF | 20.11000 9652.80| 28.00000 13440.00| 31.28000 15014.40 6" Underdrain Pipe, Type 8 | | | 0150 652A056 16.000 ACRE| 369.90000 5918.40| 370.00000 5920.00| 370.00000 5920.00 Seeding (Mix 2E) | | | 0160 656A000 16.000 ACRE| 339.90000 5438.40| 340.00000 5440.00| 340.00000 5440.00 Mulching, Class A, Type 1 | | | 0170 665F000 325.000 EACH| 7.14000 2320.50| 3.75000 1218.75| 3.75000 1218.75 Hay Bales | | | 0180 665J000 2500.000 LF | 3.90000 9750.00| 3.00000 7500.00| 3.00000 7500.00 Silt Fence, Type A | | | 0190 701C000 16.000 MILE| 281.41000 4502.56| 280.00000 4480.00| 280.00000 4480.00 Broken Temporary Traffic Stripe | | | 0200 701C001 74.000 MILE| 301.51000 22311.74| 300.00000 22200.00| 300.00000 22200.00 Solid Temporary Traffic Stripe | | | 0210 701F000 310.000 LF | 0.25000 77.50| 0.25000 77.50| 0.25000 77.50 Dotted Temporary Traffic Stripe | | | 0220 701G125 1500.000 LF | 3.00000 4500.00| 2.98000 4470.00| 2.98000 4470.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G129 600.000 LF | 1.86000 1116.00| 1.85000 1110.00| 1.85000 1110.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G133 300.000 LF | 4.94000 1482.00| 4.92000 1476.00| 4.92000 1476.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701H001 1800.000 LF | 0.75000 1350.00| 0.75000 1350.00| 0.75000 1350.00 Solid Traffic Stripe Removed (Plastic) | | | 0260 701H006 600.000 LF | 0.75000 450.00| 0.75000 450.00| 0.75000 450.00 Broken Traffic Stripe Removed (Plastic) | | | 0270 702A041 24.000 MILE| 3814.11000 91538.64| 3795.00000 91080.00| 3795.00000 91080.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0280 702A042 8.000 MILE| 1783.94000 14271.52| 1775.00000 14200.00| 1775.00000 14200.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020329004 COUNTIES : ELMORE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01018 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 702A043 13.000 MILE| 3814.11000 49583.43| 3795.00000 49335.00| 3795.00000 49335.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0300 702B011 310.000 LF | 1.61000 499.10| 1.60000 496.00| 1.60000 496.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0310 703A002 2700.000 SQFT| 1.81000 4887.00| 1.80000 4860.00| 1.80000 4860.00 Traffic Control Markings, Class 2, Type | | | A | | | 0320 703B002 25.000 SQFT| 2.81000 70.25| 2.80000 70.00| 2.80000 70.00 Traffic Control Legends, Class 2, Type | | | 0330 703D001 2700.000 SQFT| 1.01000 2727.00| 1.00000 2700.00| 1.00000 2700.00 Temporary Traffic Control Markings | | | 0340 703E001 25.000 SQFT| 1.01000 25.25| 1.00000 25.00| 1.00000 25.00 Temporary Traffic Control Legends | | | 0350 705A032 500.000 EACH| 4.72000 2360.00| 4.70000 2350.00| 4.70000 2350.00 Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 900.000 EACH| 4.92000 4428.00| 4.90000 4410.00| 4.90000 4410.00 Pavement Markers, Class A-H, Type 2-D | | | 0370 731A012 1.000 EACH| 5317.64000 5317.64| 7500.00000 7500.00| 7500.00000 7500.00 Traffic Counting Unit, Type M | | | 0380 740B000 519.000 SQFT| 7.00000 3633.00| 10.00000 5190.00| 7.16000 3716.04 Construction Signs | | | 0390 740E000 150.000 EACH| 10.00000 1500.00| 8.00000 1200.00| 0.01000 1.50 Cones (36 Inches High) | | | 0400 740M001 150.000 EACH| 5.00000 750.00| 5.00000 750.00| 0.01000 1.50 Ballast For Cone | | | SECTION TOTALS | $ 1,056,104.53| $ 1,077,638.25| $ 1,137,566.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,056,104.53| $ 1,077,638.25| $ 1,137,566.44 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020329004 COUNTIES : ELMORE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 06 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 210D021 7200.000 CUYD| 7.27000 52344.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 401B113 165750.000 SQYD| 0.47000 77902.50| | Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0030 405A000 8500.000 GAL | 0.77000 6545.00| | Tack Coat | | | 0040 408A054 3735.000 SQYD| 2.72000 10159.20| | Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0050 424A361 18800.000 TON | 30.41000 571708.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 1700.000 TON | 31.90000 54230.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A367 3500.000 TON | 31.04000 108640.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 800.000 TON | 37.24000 29792.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 200.000 TON | 66.02000 13204.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 1300.000 TON | 30.85000 40105.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 428C000 45100.000 LF | 0.12000 5412.00| | Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020329004 COUNTIES : ELMORE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 06 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 600A000 LUMP| 24533.06000 24533.06| | Mobilization | | | 0130 605B000 40.000 EACH| 286.20000 11448.00| | Special Underdrain Outlet, Type A | | | 0140 606A012 480.000 LF | 20.64000 9907.20| | 6" Underdrain Pipe, Type 8 | | | 0150 652A056 16.000 ACRE| 466.99000 7471.84| | Seeding (Mix 2E) | | | 0160 656A000 16.000 ACRE| 415.39000 6646.24| | Mulching, Class A, Type 1 | | | 0170 665F000 325.000 EACH| 5.23000 1699.75| | Hay Bales | | | 0180 665J000 2500.000 LF | 3.63000 9075.00| | Silt Fence, Type A | | | 0190 701C000 16.000 MILE| 290.77000 4652.32| | Broken Temporary Traffic Stripe | | | 0200 701C001 74.000 MILE| 311.55000 23054.70| | Solid Temporary Traffic Stripe | | | 0210 701F000 310.000 LF | 0.26000 80.60| | Dotted Temporary Traffic Stripe | | | 0220 701G125 1500.000 LF | 3.09000 4635.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G129 600.000 LF | 1.93000 1158.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G133 300.000 LF | 5.11000 1533.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701H001 1800.000 LF | 0.78000 1404.00| | Solid Traffic Stripe Removed (Plastic) | | | 0260 701H006 600.000 LF | 0.78000 468.00| | Broken Traffic Stripe Removed (Plastic) | | | 0270 702A041 24.000 MILE| 3941.03000 94584.72| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0280 702A042 8.000 MILE| 1843.30000 14746.40| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020329004 COUNTIES : ELMORE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 06 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 702A043 13.000 MILE| 3941.03000 51233.39| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0300 702B011 310.000 LF | 1.66000 514.60| | Dotted Profiled Traffic Stripe (6" Wide | | | 0310 703A002 2700.000 SQFT| 1.87000 5049.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0320 703B002 25.000 SQFT| 2.91000 72.75| | Traffic Control Legends, Class 2, Type | | | 0330 703D001 2700.000 SQFT| 1.03000 2781.00| | Temporary Traffic Control Markings | | | 0340 703E001 25.000 SQFT| 1.03000 25.75| | Temporary Traffic Control Legends | | | 0350 705A032 500.000 EACH| 4.88000 2440.00| | Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 900.000 EACH| 5.09000 4581.00| | Pavement Markers, Class A-H, Type 2-D | | | 0370 731A012 1.000 EACH| 7788.57000 7788.57| | Traffic Counting Unit, Type M | | | 0380 740B000 519.000 SQFT| 7.43000 3856.17| | Construction Signs | | | 0390 740E000 150.000 EACH| 1.19000 178.50| | Cones (36 Inches High) | | | 0400 740M001 150.000 EACH| 1.19000 178.50| | Ballast For Cone | | | SECTION TOTALS | $ 1,265,838.76| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,265,838.76| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20020329005 COUNTIES : LOWNDES LETTING DATE : 03/29/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0101(539) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#8 (U.S.#80) Eastbound Roadway only from near C.R.#23 (MP 106.954) to S.R.#97 (MP 113.113) west of Lowndesboro. Length 6.159 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 773,620.50 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 796,529.43 102.9613% 3 01023 ASPHALT CONTRACTORS, INC. $ 802,678.25 103.7561% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020329005 COUNTIES : LOWNDES LETTING DATE : 03/29/02 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 3700.000 CUYD| 6.82000 25234.00| 3.50000 12950.00| 5.00000 18500.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 5600.000 GAL | 0.68000 3808.00| 1.65000 9240.00| 0.65000 3640.00 Tack Coat | | | 0030 408A052 86800.000 SQYD| 0.42000 36456.00| 0.52000 45136.00| 0.78000 67704.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A281 8000.000 TON | 28.50000 228000.00| 26.85000 214800.00| 27.15000 217200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0050 424A286 250.000 TON | 31.75000 7937.50| 34.00000 8500.00| 32.10000 8025.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424A287 900.000 TON | 26.08000 23472.00| 27.90000 25110.00| 27.70000 24930.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424A370 500.000 TON | 42.40000 21200.00| 38.95000 19475.00| 31.50000 15750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B281 10300.000 TON | 25.50000 262650.00| 26.90000 277070.00| 25.95000 267285.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0090 424B285 400.000 TON | 65.25000 26100.00| 70.00000 28000.00| 55.00000 22000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 428C000 5500.000 LF | 0.13000 715.00| 1.64000 9020.00| 0.90000 4950.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0110 600A000 LUMP| 19300.00000 19300.00| 19000.00000 19000.00| 23700.00000 23700.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020329005 COUNTIES : LOWNDES LETTING DATE : 03/29/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 652A056 13.000 ACRE| 365.00000 4745.00| 364.94000 4744.22| 365.00000 4745.00 Seeding (Mix 2E) | | | 0130 656A000 13.000 ACRE| 350.00000 4550.00| 349.94000 4549.22| 350.00000 4550.00 Mulching, Class A, Type 1 | | | 0140 665F000 100.000 EACH| 3.75000 375.00| 3.99000 399.00| 5.00000 500.00 Hay Bales | | | 0150 665J000 1000.000 LF | 3.00000 3000.00| 3.19000 3190.00| 3.00000 3000.00 Silt Fence, Type A | | | 0160 701C000 14.000 MILE| 320.00000 4480.00| 321.65000 4503.10| 320.00000 4480.00 Broken Temporary Traffic Stripe | | | 0170 701C001 28.000 MILE| 340.00000 9520.00| 341.75000 9569.00| 340.00000 9520.00 Solid Temporary Traffic Stripe | | | 0180 701F000 4200.000 LF | 0.25000 1050.00| 0.25000 1050.00| 0.25000 1050.00 Dotted Temporary Traffic Stripe | | | 0190 701G121 1350.000 LF | 1.25000 1687.50| 1.26000 1701.00| 1.25000 1687.50 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G125 1350.000 LF | 3.10000 4185.00| 3.12000 4212.00| 3.10000 4185.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G133 1350.000 LF | 3.25000 4387.50| 3.27000 4414.50| 3.25000 4387.50 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701H001 2700.000 LF | 0.50000 1350.00| 0.50000 1350.00| 0.50000 1350.00 Solid Traffic Stripe Removed (Plastic) | | | 0230 701H006 1350.000 LF | 0.50000 675.00| 0.50000 675.00| 0.50000 675.00 Broken Traffic Stripe Removed (Plastic) | | | 0240 702A040 7.000 MILE| 1775.00000 12425.00| 1784.14000 12488.98| 1775.00000 12425.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0250 702A041 7.000 MILE| 3795.00000 26565.00| 3814.54000 26701.78| 3795.00000 26565.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0260 702A043 7.000 MILE| 3795.00000 26565.00| 3814.54000 26701.78| 3795.00000 26565.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0270 702B011 2100.000 LF | 1.65000 3465.00| 1.66000 3486.00| 1.65000 3465.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0280 703A002 350.000 SQFT| 1.80000 630.00| 1.81000 633.50| 1.80000 630.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020329005 COUNTIES : LOWNDES LETTING DATE : 03/29/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703B002 210.000 SQFT| 2.80000 588.00| 2.81000 590.10| 2.80000 588.00 Traffic Control Legends, Class 2, Type | | | 0300 703D001 700.000 SQFT| 1.00000 700.00| 1.01000 707.00| 1.00000 700.00 Temporary Traffic Control Markings | | | 0310 703E001 420.000 SQFT| 1.00000 420.00| 1.01000 424.20| 1.00000 420.00 Temporary Traffic Control Legends | | | 0320 705A030 50.000 EACH| 5.00000 250.00| 5.03000 251.50| 5.00000 250.00 Pavement Markers, Class A-H, Type 2-C | | | 0330 705A031 410.000 EACH| 5.25000 2152.50| 5.28000 2164.80| 5.25000 2152.50 Pavement Markers, Class A-H, Type 1-A | | | 0340 740B000 815.000 SQFT| 5.50000 4482.50| 7.45000 6071.75| 10.25000 8353.75 Construction Signs | | | 0350 740D000 150.000 EACH| 0.00000 0.00| 45.00000 6750.00| 35.00000 5250.00 Channelizing Drums | | | 0360 741C010 1.000 EACH| 500.00000 500.00| 900.00000 900.00| 1500.00000 1500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 773,620.50| $ 796,529.43| $ 802,678.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 773,620.50| $ 796,529.43| $ 802,678.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20020329007 COUNTIES : MARSHALL LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0102(517) for constructing the Planing, Resurfacing, and Traffic Stripe on U.S.#431 from south of the Guntersville city limit to S.R.#79 (MP 290.521 to MP 294.746). Length - 4.225 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,952,414.99 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020329007 COUNTIES : MARSHALL LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 15859.000 GAL | 0.90000 14273.10| | Tack Coat | | | 0020 408A052 170371.000 SQYD| 0.34000 57926.14| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 3600.000 SQYD| 0.41000 1476.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 420A011 7824.000 TON | 43.89000 343395.36| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0050 424A280 10142.000 TON | 32.45000 329107.90| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0060 424B281 18741.000 TON | 30.71000 575536.11| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0070 424B285 50.000 TON | 35.80000 1790.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424B289 100.000 TON | 35.80000 3580.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 430B014 2322.000 TON | 10.40000 24148.80| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0100 600A000 LUMP| 300000.00000 300000.00| | Mobilization | | | 0110 701C000 27.000 MILE| 320.00000 8640.00| | Broken Temporary Traffic Stripe | | | 0120 701C001 108.000 MILE| 340.00000 36720.00| | Solid Temporary Traffic Stripe | | | 0130 701G125 242.000 LF | 4.37000 1057.54| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020329007 COUNTIES : MARSHALL LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701G133 242.000 LF | 5.52000 1335.84| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0150 701H001 968.000 LF | 1.00000 968.00| | Solid Traffic Stripe Removed (Plastic) | | | 0160 701H006 242.000 LF | 1.00000 242.00| | Broken Traffic Stripe Removed (Plastic) | | | 0170 702A040 9.000 MILE| 1975.00000 17775.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A041 9.000 MILE| 4250.00000 38250.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A042 5.000 MILE| 1975.00000 9875.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702A043 15.000 MILE| 4250.00000 63750.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 702B011 5430.000 LF | 1.80000 9774.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 0220 703A002 6682.000 SQFT| 1.60000 10691.20| | Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 605.000 SQFT| 2.60000 1573.00| | Traffic Control Legends, Class 2, Type | | | 0240 705A030 560.000 EACH| 4.60000 2576.00| | Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 40.000 EACH| 4.60000 184.00| | Pavement Markers, Class A-H, Type 1-A | | | 0260 705A032 100.000 EACH| 4.60000 460.00| | Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 100.000 EACH| 4.60000 460.00| | Pavement Markers, Class A-H, Type 2-D | | | 0280 730H001 15200.000 LF | 3.50000 53200.00| | Loop Wire | | | 0290 730I001 19800.000 LF | 1.00000 19800.00| | Loop Detector Lead-In-Cable | | | 0300 740B000 980.000 SQFT| 7.50000 7350.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020329007 COUNTIES : MARSHALL LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740D000 200.000 EACH| 50.00000 10000.00| | Channelizing Drums | | | 0320 740E000 200.000 EACH| 12.00000 2400.00| | Cones (36 Inches High) | | | 0330 740M001 200.000 EACH| 8.50000 1700.00| | Ballast For Cone | | | 0340 741C010 2.000 EACH| 1200.00000 2400.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,952,414.99| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,952,414.99| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 450 Calendar Days CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : IM-NHF-I020(314) for constructing the Additional Lanes on I-20 in Leeds including the Interchange Grade, Drainage & Pavement, and Bridge. Length - 1.392 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 9,691,141.23 100.0000% 2 01018 APAC-ALABAMA, INC. $ 9,697,902.06 100.0698% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 9,819,229.61 101.3217% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 10,370,391.67 107.0090% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 201A000 LUMP| 455000.00000 455000.00| 78750.00000 78750.00| 82284.34000 82284.34 Clearing & Grubbing (Approximately 34 | | | Acres) | | | 0020 206A000 LUMP| 60000.00000 60000.00| 63000.00000 63000.00| 65827.47000 65827.47 Removal Of Old Bridge, Station 57+00 | | | 0030 206D000 469.000 LF | 4.00000 1876.00| 5.25000 2462.25| 5.49000 2574.81 Removing Pipe | | | 0040 206D001 1698.000 LF | 0.50000 849.00| 1.15500 1961.19| 0.55000 933.90 Removing Guardrail | | | 0050 206D003 2866.000 LF | 2.00000 5732.00| 3.15000 9027.90| 3.29000 9429.14 Removing Curb And Gutter | | | 0060 206E000 14.000 EACH| 250.00000 3500.00| 220.50000 3087.00| 230.40000 3225.60 Removing Headwalls | | | 0070 206E001 24.000 EACH| 250.00000 6000.00| 315.00000 7560.00| 329.14000 7899.36 Removing Inlets | | | 0080 206E014 4.000 EACH| 50.00000 200.00| 288.75000 1155.00| 319.27000 1277.08 Removing Guardrail End Anchor (Type 2A) | | | 0090 206E020 4.000 EACH| 4000.00000 16000.00| 3255.00000 13020.00| 3599.03000 14396.12 Removing Existing Overhead Sign | | | Structure | | | 0100 206E027 6.000 EACH| 115.00000 690.00| 91.88000 551.28| 54.86000 329.16 Removing Guardrail End Anchor (Type 10 | | | Series) | | | 0110 210A000 31826.000 CUYD| 4.40000 140034.40| 5.78000 183954.28| 6.03000 191910.78 Unclassified Excavation | | | 0120 210D000 85226.000 CUYD| 5.30000 451697.80| 5.78000 492606.28| 6.03000 513912.78 Borrow Excavation | | | 0130 214A000 6596.000 CUYD| 8.00000 52768.00| 6.30000 41554.80| 6.58000 43401.68 Structure Excavation | | | 0140 214B001 2584.000 CUYD| 20.00000 51680.00| 19.95000 51550.80| 20.85000 53876.40 Foundation Backfill, Commercial | | | 0150 215A000 460.000 CUYD| 20.00000 9200.00| 21.00000 9660.00| 21.94000 10092.40 Unclassified Bridge Excavation | | | 0160 215B000 LUMP| 16000.00000 16000.00| 15750.00000 15750.00| 16456.87000 16456.87 Cofferdams Or Sheeting And Shoring STA | | | 56+95.85 | | | 0170 224A000 200.000 CUYD| 2.00000 400.00| 4.20000 840.00| 4.39000 878.00 Lime Sink Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 224B000 200.000 CUYD| 18.00000 3600.00| 21.00000 4200.00| 21.94000 4388.00 Special Backfill For Lime Sink, ALDOT | | | #57,#67 Or #467 | | | 0190 224D000 25.000 CUYD| 60.00000 1500.00| 68.25000 1706.25| 71.31000 1782.75 Concrete Seal For Lime Sink | | | 0200 230A000 152.000 RBST| 230.00000 34960.00| 393.40000 59796.80| 356.58000 54200.16 Roadbed Processing | | | 0210 301A012 46768.000 SQYD| 5.00000 233840.00| 5.63000 263303.84| 5.64000 263771.52 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0220 327E000 6098.000 TON | 27.00000 164646.00| 33.67000 205319.66| 29.45000 179586.10 Permeable Asphalt Treated Base | | | 0230 401A000 11506.000 SQYD| 0.50000 5753.00| 0.50000 5753.00| 0.45000 5177.70 Bituminous Treatment A | | | 0240 401A043 29037.000 SQYD| 0.75000 21777.75| 0.45000 13066.65| 1.13000 32811.81 Bituminous Treatment AE | | | 0250 405A000 18044.000 GAL | 0.50000 9022.00| 0.98000 17683.12| 0.90000 16239.60 Tack Coat | | | 0260 410A002 1.000 EACH| 8000.00000 8000.00| 4083.29000 4083.29| 27571.13000 27571.13 Profilograph | | | 0270 410H000 1.000 EACH| 110000.00000 110000.00| 50000.00000 50000.00| 34727.06000 34727.06 Material Remixing Device | | | 0280 420A011 5251.000 TON | 47.12000 247427.12| 56.87000 298624.37| 52.68000 276622.68 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0290 423A002 9288.000 TON | 41.23000 382944.24| 49.70000 461613.60| 41.85000 388702.80 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0300 423B001 11399.000 TON | 38.61000 440115.39| 49.57000 565048.43| 40.06000 456643.94 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0310 424A287 252.000 TON | 38.00000 9576.00| 53.40000 13456.80| 39.76000 10019.52 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0320 424A361 2487.000 TON | 35.53000 88363.11| 34.68000 86249.16| 33.97000 84483.39 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 424A367 56.000 TON | 43.00000 2408.00| 64.90000 3634.40| 52.58000 2944.48 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0340 424B290 5460.000 TON | 32.80000 179088.00| 31.71000 173136.60| 35.45000 193557.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0350 424B582 15859.000 TON | 27.70000 439294.30| 32.01000 507646.59| 30.54000 484333.86 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0360 424B652 2118.000 TON | 35.12000 74384.16| 33.48000 70910.64| 38.35000 81225.30 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0370 424B656 100.000 TON | 65.00000 6500.00| 61.42000 6142.00| 53.13000 5313.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0380 424B660 3455.000 TON | 34.24000 118299.20| 35.27000 121857.85| 37.74000 130391.70 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0390 424B682 2063.000 TON | 32.62000 67295.06| 34.06000 70265.78| 38.27000 78951.01 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0400 424C281 7931.000 TON | 29.35000 232774.85| 34.02000 269812.62| 30.91000 245147.21 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0410 424C361 2285.000 TON | 32.62000 74536.70| 32.05000 73234.25| 38.44000 87835.40 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0420 428C000 25740.000 LF | 0.19000 4890.60| 0.18000 4633.20| 0.21000 5405.40 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 450B000 529.000 SQYD| 66.00000 34914.00| 68.25000 36104.25| 71.32000 37728.28 Reinforced Cement Concrete Bridge End | | | Slab | | | 0440 502A000 212232.000 LB | 0.55000 116727.60| 0.53000 112482.96| 0.55000 116727.60 Steel Reinforcement | | | 0450 502B000 LUMP| 130000.00000 130000.00| 136500.00000 136500.00| 142626.19000 142626.19 Steel Reinforcement For Bridge | | | Superstructure, STA 56+95.85 APPROX. | | | 0460 505G003 193.000 EACH| 110.00000 21230.00| 115.50000 22291.50| 120.68000 23291.24 Pile Points (Type A, 12") | | | 0470 505M002 5340.000 LF | 22.00000 117480.00| 23.10000 123354.00| 24.14000 128907.60 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0480 508A000 25139.000 LB | 2.50000 62847.50| 2.63000 66115.57| 2.74000 68880.86 Structural Steel | | | 0490 510A000 874.000 CUYD| 250.00000 218500.00| 262.50000 229425.00| 274.28000 239720.72 Bridge Substructure Concrete, Class A | | | 0500 510C051 LUMP| 500000.00000 500000.00| 525000.00000 525000.00| 548562.28000 548562.28 Bridge Concrete Superstructure, STA | | | 56+95.85 APPROX. | | | 0510 510E000 3775.000 SQYD| 2.00000 7550.00| 2.10000 7927.50| 2.19000 8267.25 Grooving Concrete Bridge Decks | | | 0520 511A001 144.000 EACH| 150.00000 21600.00| 157.50000 22680.00| 163.99000 23614.56 Elastomeric Bearings, Type 2 | | | 0530 513B004 2028.000 LF | 70.00000 141960.00| 73.50000 149058.00| 76.80000 155750.40 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0540 513B005 3252.000 LF | 120.00000 390240.00| 126.00000 409752.00| 131.66000 428158.32 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0550 524B011 319.000 CUYD| 350.00000 111650.00| 472.50000 150727.50| 522.44000 166658.36 Culvert Concrete Extension (Cast In | | | Place) | | | 0560 530A002 7146.000 LF | 20.00000 142920.00| 26.25000 187582.50| 27.43000 196014.78 24" Roadway Pipe (Class 3 R.C.) | | | 0570 530A004 150.000 LF | 41.00000 6150.00| 51.45000 7717.50| 53.76000 8064.00 36" Roadway Pipe (Class 3 R.C.) | | | 0580 530A005 43.000 LF | 60.00000 2580.00| 105.00000 4515.00| 109.71000 4717.53 42" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 530A006 304.000 LF | 70.00000 21280.00| 120.75000 36708.00| 126.17000 38355.68 48" Roadway Pipe (Class 3 R.C.) | | | 0600 530A007 240.000 LF | 80.00000 19200.00| 147.00000 35280.00| 153.60000 36864.00 54" Roadway Pipe (Class 3 R.C.) | | | 0610 530C023 135.000 LF | 300.00000 40500.00| 409.50000 55282.50| 427.88000 57763.80 30" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | 0620 600A000 LUMP| 730000.00000 730000.00| 203093.60000 203093.60| 252821.87000 252821.87 Mobilization | | | 0630 602A000 6.000 EACH| 100.00000 600.00| 147.00000 882.00| 162.54000 975.24 Right Of Way Markers | | | 0640 603A002 1.000 EACH| 15300.00000 15300.00| 9835.89000 9835.89| 24025.20000 24025.20 Furnishing Type 3 Field Office | | | 0650 605A002 6748.000 LF | 5.50000 37114.00| 2.72000 18354.56| 5.76000 38868.48 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0660 605B000 25.000 EACH| 290.00000 7250.00| 105.00000 2625.00| 329.14000 8228.50 Special Underdrain Outlet, Type A | | | 0670 605B001 51.000 EACH| 290.00000 14790.00| 18.38000 937.38| 383.99000 19583.49 Special Underdrain Outlet, Type B | | | 0680 606A000 6049.000 LF | 7.00000 42343.00| 7.15000 43250.35| 7.52000 45488.48 6" Underdrain Pipe | | | 0690 610C001 559.000 TON | 23.00000 12857.00| 28.82000 16110.38| 30.19000 16876.21 Loose Riprap, Class 2 | | | 0700 610D000 309.000 SQYD| 3.00000 927.00| 3.15000 973.35| 2.32000 716.88 Filter Blanket | | | 0710 614A000 364.000 CUYD| 165.00000 60060.00| 199.50000 72618.00| 208.45000 75875.80 Slope Paving | | | 0720 614A001 262.000 CUYD| 280.00000 73360.00| 220.50000 57771.00| 232.20000 60836.40 Slope Paving (Under Bridges) | | | 0730 618B003 991.000 SQYD| 28.00000 27748.00| 31.50000 31216.50| 32.91000 32613.81 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0740 619A003 14.000 EACH| 500.00000 7000.00| 556.50000 7791.00| 581.48000 8140.72 24" Roadway Pipe End Treatment, Class 1 | | | 0750 619A006 1.000 EACH| 800.00000 800.00| 871.50000 871.50| 910.61000 910.61 42" Roadway Pipe End Treatment, Class 1 | | | 0760 619A204 2.000 EACH| 1000.00000 2000.00| 1155.00000 2310.00| 1206.84000 2413.68 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 619A207 2.000 EACH| 1700.00000 3400.00| 1785.00000 3570.00| 1865.11000 3730.22 48" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0780 619A208 2.000 EACH| 1800.00000 3600.00| 1890.00000 3780.00| 1974.82000 3949.64 54" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0790 621A000 15.000 EACH| 800.00000 12000.00| 892.50000 13387.50| 932.56000 13988.40 Junction Boxes, Type 1, 1P Or 5 | | | 0800 621A016 2.000 EACH| 1400.00000 2800.00| 1522.50000 3045.00| 1590.83000 3181.66 Junction Boxes, Type 4, 1P Or 5 | | | 0810 621C001 3.000 EACH| 1300.00000 3900.00| 1575.00000 4725.00| 1645.69000 4937.07 Inlets, Type B | | | 0820 621C015 13.000 EACH| 1700.00000 22100.00| 1890.00000 24570.00| 1974.82000 25672.66 Inlets, Type S1 Or S3 (1 Wing) | | | 0830 621C017 1.000 EACH| 1900.00000 1900.00| 1995.00000 1995.00| 2084.54000 2084.54 Inlets, Type S1 Or S3 (2 Wing) | | | 0840 621C027 1.000 EACH| 1600.00000 1600.00| 1890.00000 1890.00| 1974.82000 1974.82 Inlets, Type C | | | 0850 621C154 45.000 EACH| 7500.00000 337500.00| 10500.00000 472500.00| 10971.25000 493706.25 Inlets, Type CM-1 | | | 0860 621C155 10.000 EACH| 10500.00000 105000.00| 15487.50000 154875.00| 16182.59000 161825.90 Inlets, Type CM-2 | | | 0870 621D001 3.000 EACH| 275.00000 825.00| 315.00000 945.00| 276.89000 830.67 Inlet Units, Type B | | | 0880 621D015 4.000 EACH| 300.00000 1200.00| 420.00000 1680.00| 438.85000 1755.40 Inlet Units, Type S1 Or S3 | | | 0890 621I001 2.000 EACH| 6000.00000 12000.00| 6300.00000 12600.00| 6582.75000 13165.50 Stilling Basins, Type 1 | | | 0900 623A003 719.000 LF | 18.00000 12942.00| 21.00000 15099.00| 21.94000 15774.86 Concrete Gutter (4' 0" Wide) | | | 0910 623C000 3110.000 LF | 9.60000 29856.00| 10.50000 32655.00| 10.97000 34116.70 Combination Curb & Gutter, Type C | | | 0920 629A057 7812.000 LF | 40.00000 312480.00| 42.00000 328104.00| 43.88000 342790.56 Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0930 629A059 205.000 LF | 115.00000 23575.00| 152.25000 31211.25| 159.09000 32613.45 Concrete Median Or Safety Barrier, Type | | | GS-54(PP) | | | 0940 629A072 80.000 LF | 100.00000 8000.00| 110.25000 8820.00| 115.20000 9216.00 Concrete Median or Safety Barrier, Type | | | GS-54-PP (Special) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -8 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 629C003 3.000 EACH| 3000.00000 9000.00| 4200.00000 12600.00| 4388.50000 13165.50 Concrete Median Or Safety Barrier End | | | Section, (Type GS) | | | 0960 630A001 2255.000 LF | 10.00000 22550.00| 10.61000 23925.55| 10.97000 24737.35 Steel Beam Guardrail, Class A, Type 2 | | | 0970 630C001 3.000 EACH| 500.00000 1500.00| 472.50000 1417.50| 548.56000 1645.68 Guardrail End Anchor, Type 8 | | | 0980 630C003 4.000 EACH| 850.00000 3400.00| 997.50000 3990.00| 932.56000 3730.24 Guardrail End Anchor, Type 13 | | | 0990 630C050 4.000 EACH| 1650.00000 6600.00| 1365.00000 5460.00| 1810.26000 7241.04 Guardrail End Anchor, Type 20 Series | | | 1000 630C070 3.000 EACH| 1350.00000 4050.00| 1312.50000 3937.50| 1481.12000 4443.36 Guardrail End Anchor, Type 10 Series | | | 1010 634A002 1146.000 LF | 8.60000 9855.60| 10.00000 11460.00| 9.16000 10497.36 Industrial Fence, 6 Feet High | | | 1020 641A001 20.000 LF | 13.00000 260.00| 12.80000 256.00| 21.94000 438.80 3/4 Inch Copper Water Pipe Laid (Type K | | | 1030 641A031 380.000 LF | 30.00000 11400.00| 60.88000 23134.40| 71.32000 27101.60 12 Inch D.I. Water Main Laid | | | (Restrained Joint) | | | 1040 641A038 1210.000 LF | 43.00000 52030.00| 52.08000 63016.80| 65.83000 79654.30 12 Inch D. I. Water Main Laid | | | 1050 641J000 1.000 EACH| 2200.00000 2200.00| 3183.60000 3183.60| 2742.81000 2742.81 Fire Hydrant | | | 1060 649A031 62.000 LF | 100.00000 6200.00| 137.24000 8508.88| 93.26000 5782.12 24 Inch Encasement Pipe, Type 1 | | | Installation | | | 1070 649A036 238.000 LF | 365.00000 86870.00| 328.34000 78144.92| 548.56000 130557.28 24 Inch Encasement Pipe, Type 2 | | | Installation | | | 1080 650B000 10000.000 CUYD| 2.00000 20000.00| 2.10000 21000.00| 2.19000 21900.00 Topsoil From Stockpiles | | | 1090 652A050 16.000 ACRE| 600.00000 9600.00| 630.00000 10080.00| 579.04000 9264.64 Seeding (Mix 1A) | | | 1100 652A053 2.000 ACRE| 670.00000 1340.00| 630.00000 1260.00| 579.04000 1158.08 Seeding (Mix 1E) | | | 1110 652B050 18.000 ACRE| 450.00000 8100.00| 525.00000 9450.00| 405.33000 7295.94 Temporary Seeding (Mix 1AT) | | | 1120 652C000 18.000 ACRE| 55.00000 990.00| 52.50000 945.00| 60.66000 1091.88 Mowing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -9 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 652D050 18.000 ACRE| 650.00000 11700.00| 630.00000 11340.00| 636.95000 11465.10 Seeding In Stubble (Mix 1A) | | | 1140 654A001 556.000 SQYD| 4.00000 2224.00| 4.20000 2335.20| 3.87000 2151.72 Solid Sodding (Bermuda) | | | 1150 656A000 16.000 ACRE| 500.00000 8000.00| 420.00000 6720.00| 463.23000 7411.68 Mulching, Class A, Type 1 | | | 1160 656A001 2.000 ACRE| 550.00000 1100.00| 525.00000 1050.00| 694.85000 1389.70 Mulching, Class A, Type 2 | | | 1170 659A000 1624.000 SQYD| 1.90000 3085.60| 2.10000 3410.40| 2.21000 3589.04 Erosion Control Netting, Class A | | | 1180 659A002 7140.000 SQYD| 2.70000 19278.00| 5.78000 41269.20| 5.51000 39341.40 Erosion Control Netting, Class C1 | | | 1190 665B000 18.000 ACRE| 460.00000 8280.00| 420.00000 7560.00| 463.23000 8338.14 Temporary Mulching | | | 1200 665F000 411.000 EACH| 3.50000 1438.50| 4.20000 1726.20| 4.39000 1804.29 Hay Bales | | | 1210 665G000 1000.000 EACH| 1.70000 1700.00| 2.10000 2100.00| 2.19000 2190.00 Sand Bags | | | 1220 665I000 49.000 TON | 23.00000 1127.00| 28.82000 1412.18| 23.05000 1129.45 Temporary Riprap, Class 2 | | | 1230 665J000 9013.000 LF | 3.00000 27039.00| 4.20000 37854.60| 4.39000 39567.07 Silt Fence, Type A | | | 1240 665K000 12.000 CUYD| 60.00000 720.00| 26.25000 315.00| 27.43000 329.16 Drainage Sump Excavation | | | 1250 665L000 110.000 LF | 20.00000 2200.00| 60.90000 6699.00| 63.63000 6999.30 Floating Basin Boom | | | 1260 680A000 LUMP| 220000.00000 220000.00| 161805.00000 161805.00| 92878.27000 92878.27 Engineering Controls | | | 1280 701A048 3.000 MILE| 2000.00000 6000.00| 2625.00000 7875.00| 2742.81000 8228.43 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1290 701B016 50.000 LF | 1.30000 65.00| 12.60000 630.00| 13.17000 658.50 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 1300 701C002 3.000 MILE| 650.00000 1950.00| 420.00000 1260.00| 438.85000 1316.55 Broken Temporary Traffic Stripe (Paint) | | | 1310 701C003 8.000 MILE| 650.00000 5200.00| 420.00000 3360.00| 438.85000 3510.80 Solid Temporary Traffic Stripe (Paint) | | | 1320 701C004 3.000 MILE| 3500.00000 10500.00| 2992.50000 8977.50| 3126.81000 9380.43 Broken Temporary Traffic Stripe (Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -10 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 701C005 8.000 MILE| 3500.00000 28000.00| 6825.00000 54600.00| 7131.31000 57050.48 Solid Temporary Traffic Stripe (Tape) | | | 1340 701D007 3.000 MILE| 2500.00000 7500.00| 1575.00000 4725.00| 1645.69000 4937.07 Solid Traffic Stripe Removed (Paint) | | | 1350 701D009 2.000 MILE| 2500.00000 5000.00| 1050.00000 2100.00| 1097.12000 2194.24 Solid Traffic Stripe Removed (Tape) | | | 1360 701D014 3.000 MILE| 2500.00000 7500.00| 1365.00000 4095.00| 1426.26000 4278.78 Broken Traffic Stripe Removed (Paint) | | | 1370 701D016 3.000 MILE| 2500.00000 7500.00| 1050.00000 3150.00| 1097.12000 3291.36 Broken Traffic Stripe Removed (Tape) | | | 1380 701G121 530.000 LF | 1.25000 662.50| 2.09000 1107.70| 2.18000 1155.40 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1390 701G125 2115.000 LF | 1.25000 2643.75| 3.36000 7106.40| 3.51000 7423.65 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1400 701G133 1850.000 LF | 1.25000 2312.50| 3.50000 6475.00| 3.65000 6752.50 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1410 702A040 5.000 MILE| 3500.00000 17500.00| 3307.50000 16537.50| 2358.82000 11794.10 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1420 702A041 6.000 MILE| 3500.00000 21000.00| 4620.00000 27720.00| 4827.35000 28964.10 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1430 702A042 1.000 MILE| 3500.00000 3500.00| 2257.50000 2257.50| 2358.82000 2358.82 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1440 702A043 5.000 MILE| 3500.00000 17500.00| 4620.00000 23100.00| 4827.35000 24136.75 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1450 702B011 4900.000 LF | 1.40000 6860.00| 2.05000 10045.00| 2.14000 10486.00 Dotted Profiled Traffic Stripe (6" Wide | | | 1460 703A002 30383.000 SQFT| 1.40000 42536.20| 1.89000 57423.87| 1.97000 59854.51 Traffic Control Markings, Class 2, Type | | | A | | | 1470 703B002 850.000 SQFT| 1.40000 1190.00| 2.94000 2499.00| 3.07000 2609.50 Traffic Control Legends, Class 2, Type | | | 1480 703C000 239.000 SQFT| 2.40000 573.60| 3.15000 752.85| 3.29000 786.31 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -11 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 703D002 382.000 SQFT| 0.60000 229.20| 1.37000 523.34| 1.43000 546.26 Temporary Traffic Control Markings | | | (Paint) | | | 1500 705A011 1903.000 EACH| 5.00000 9515.00| 5.25000 9990.75| 5.49000 10447.47 Pavement Markers, Class C, Type 1-A | | | 1510 705A012 632.000 EACH| 5.00000 3160.00| 5.25000 3318.00| 5.49000 3469.68 Pavement Markers, Class C, Type 1-B | | | 1520 705A022 200.000 EACH| 5.00000 1000.00| 5.25000 1050.00| 5.49000 1098.00 Pavement Markers, Class C, Type 2-C | | | 1530 705A023 225.000 EACH| 5.00000 1125.00| 5.25000 1181.25| 5.49000 1235.25 Pavement Markers, Class C, Type 2-D | | | 1540 705A030 320.000 EACH| 5.00000 1600.00| 5.51000 1763.20| 5.76000 1843.20 Pavement Markers, Class A-H, Type 2-C | | | 1550 705A031 465.000 EACH| 5.00000 2325.00| 5.25000 2441.25| 5.49000 2552.85 Pavement Markers, Class A-H, Type 1-A | | | 1560 705A032 200.000 EACH| 5.00000 1000.00| 5.25000 1050.00| 5.49000 1098.00 Pavement Markers, Class A-H, Type 1-B | | | 1570 705A037 40.000 EACH| 5.00000 200.00| 5.51000 220.40| 5.76000 230.40 Pavement Markers, Class A-H, Type 2-D | | | 1580 705A038 120.000 EACH| 5.00000 600.00| 5.51000 661.20| 5.76000 691.20 Pavement Markers, Class A-H, Type 2-E | | | 1590 707G000 54.000 EACH| 23.00000 1242.00| 12.60000 680.40| 14.98000 808.92 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 1600 710A115 563.000 SQFT| 16.00000 9008.00| 18.90000 10640.70| 15.09000 8495.67 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1610 710A140 1345.000 SQFT| 25.00000 33625.00| 33.08000 44492.60| 22.44000 30181.80 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1620 710A141 180.000 SQFT| 21.00000 3780.00| 33.08000 5954.40| 25.24000 4543.20 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1630 710A142 140.000 SQFT| 18.00000 2520.00| 37.80000 5292.00| 25.79000 3610.60 Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -12 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1640 710B001 1070.000 LF | 6.40000 6848.00| 6.83000 7308.10| 8.45000 9041.50 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1650 710B008 165.000 LF | 73.00000 12045.00| 131.25000 21656.25| 78.99000 13033.35 Roadway Sign Post (W8 x 18 Steel Beam) | | | 1660 711A000 LUMP| 20000.00000 20000.00| 4882.50000 4882.50| 2413.67000 2413.67 Roadway Sign Relocation | | | 1670 715A000 LUMP| 38000.00000 38000.00| 34125.00000 34125.00| 41690.73000 41690.73 Overhead Roadway Sign Structure NO. 1 | | | 1680 715A001 LUMP| 38000.00000 38000.00| 33600.00000 33600.00| 40593.61000 40593.61 Overhead Roadway Sign Structure NO. 2 | | | 1690 715A002 LUMP| 38000.00000 38000.00| 33390.00000 33390.00| 40593.61000 40593.61 Overhead Roadway Sign Structure NO. 3 | | | 1700 715A003 LUMP| 34000.00000 34000.00| 30450.00000 30450.00| 34010.86000 34010.86 Overhead Roadway Sign Structure NO. 4 | | | 1710 715A004 LUMP| 33000.00000 33000.00| 27825.00000 27825.00| 30719.49000 30719.49 Overhead Roadway Sign Structure NO. 5 | | | 1720 720A031 1.000 EACH| 30000.00000 30000.00| 32838.75000 32838.75| 34312.58000 34312.58 Vehicular Impact Attenuator | | | Assembly(Bi-directional, "70 mph") | | | 1730 726A000 2060.000 LF | 30.00000 61800.00| 27.83000 57329.80| 29.07000 59884.20 Portable Concrete Safety Barriers, Type | | | 6 | | | 1740 726A001 4.000 LF | 70.00000 280.00| 52.50000 210.00| 54.86000 219.44 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1750 726D020 2.000 EACH| 9400.00000 18800.00| 14490.00000 28980.00| 7570.16000 15140.32 Portable Impact Attenuator | | | Assembly(Unidirectional, TL-2) | | | 1760 726D025 2.000 EACH| 15000.00000 30000.00| 21000.00000 42000.00| 10971.25000 21942.50 Portable Impact Attenuator | | | Assembly(Unidirectional, TL-3) | | | 1770 730A012 LUMP| 270.00000 270.00| 525.00000 525.00| 548.56000 548.56 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 411 AT VILLAGE | | | PARKWAY) | | | 1780 730C000 LUMP| 3800.00000 3800.00| 2625.00000 2625.00| 2742.81000 2742.81 Furnishing And Installing Traffic | | | Control Unit (US HWY 411 AT I-20 WB | | | RAMPS) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -13 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1790 730C001 LUMP| 550.00000 550.00| 1260.00000 1260.00| 1316.55000 1316.55 Furnishing And Installing Traffic | | | Control Unit (US HWY 411 AT VILLAGE | | | PARKWAY) | | | 1800 730E000 3.000 EACH| 1550.00000 4650.00| 1155.00000 3465.00| 1206.84000 3620.52 Metal Traffic Signal Pole Foundation | | | 1810 730G001 3.000 EACH| 4200.00000 12600.00| 3990.00000 11970.00| 4169.07000 12507.21 Metal Traffic Signal Strain Pole | | | 1820 730H001 4420.000 LF | 3.50000 15470.00| 2.63000 11624.60| 2.74000 12110.80 Loop Wire | | | 1830 730I001 2600.000 LF | 1.10000 2860.00| 1.05000 2730.00| 1.10000 2860.00 Loop Detector Lead-In-Cable | | | 1840 730J010 4.000 EACH| 135.00000 540.00| 173.25000 693.00| 181.03000 724.12 Vehicle Loop Detector | | | 1850 730K000 10.000 EACH| 110.00000 1100.00| 367.50000 3675.00| 383.99000 3839.90 Traffic Signal Junction Box | | | 1860 730L003 30.000 LF | 4.40000 132.00| 2.63000 78.90| 2.74000 82.20 1", Non-Metallic, Conduit | | | 1870 730L005 1150.000 LF | 4.40000 5060.00| 3.15000 3622.50| 3.29000 3783.50 2", Non-Metallic, Conduit | | | 1880 730M021 170.000 LF | 2.70000 459.00| 2.10000 357.00| 2.19000 372.30 Interconnect Cable, Aerial Lashed, #19 | | | AWG, 6 Pair, REA PE- 22 | | | 1890 730M022 900.000 LF | 2.70000 2430.00| 1.42000 1278.00| 1.48000 1332.00 Interconnect Cable, Underground, #19 | | | AWG, 6 Pair, REA PE-39 | | | 1900 730N010 3.000 EACH| 760.00000 2280.00| 1260.00000 3780.00| 1316.55000 3949.65 Luminaire Extension Assembly, 12 feet | | | 1910 730P020 2.000 EACH| 380.00000 760.00| 383.25000 766.50| 400.45000 800.90 Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 1920 730P022 4.000 EACH| 860.00000 3440.00| 929.25000 3717.00| 970.96000 3883.84 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1930 730R021 1.000 EACH| 7100.00000 7100.00| 5197.50000 5197.50| 5430.48000 5430.48 Controller Assembly, Type III, 4 Phase | | | 1940 740B000 2406.000 SQFT| 10.00000 24060.00| 7.35000 17684.10| 8.13000 19560.78 Construction Signs | | | 1950 740C000 371.000 SQFT| 11.00000 4081.00| 7.35000 2726.85| 8.71000 3231.41 Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -14 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1960 740D000 505.000 EACH| 75.00000 37875.00| 52.50000 26512.50| 75.46000 38107.30 Channelizing Drums | | | 1970 740E000 200.000 EACH| 12.00000 2400.00| 9.98000 1996.00| 11.03000 2206.00 Cones (36 Inches High) | | | 1980 740F002 14.000 EACH| 190.00000 2660.00| 157.50000 2205.00| 243.81000 3413.34 Barricades, Type III | | | 1990 740I005 7.000 EACH| 350.00000 2450.00| 551.25000 3858.75| 465.55000 3258.85 Warning Lights, Type B (Detachable Head | | | 2000 740L004 134.000 EACH| 58.00000 7772.00| 73.50000 9849.00| 67.34000 9023.56 Vertical Panel Type II, Single-Sided | | | 2010 740M001 200.000 EACH| 8.00000 1600.00| 6.30000 1260.00| 7.55000 1510.00 Ballast For Cone | | | 2020 741C010 4.000 EACH| 5000.00000 20000.00| 4725.00000 18900.00| 4876.11000 19504.44 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2030 742A001 4.000 EACH| 14000.00000 56000.00| 14700.00000 58800.00| 14512.23000 58048.92 Portable Changeable Message Signs, Type | | | 2 | | | 2040 745A000 160.000 HOUR| 33.00000 5280.00| 21.00000 3360.00| 23.22000 3715.20 Uniformed Police Officer | | | 2050 756A021 50.000 LF | 33.00000 1650.00| 42.00000 2100.00| 43.88000 2194.00 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 2060 999 000 5000.000 HOUR| 0.80000 4000.00| 0.80000 4000.00| 0.80000 4000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,691,141.23| $ 9,697,902.06| $ 9,819,229.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,691,141.23| $ 9,697,902.06| $ 9,819,229.61 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -15 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 75000.00000 75000.00| | Clearing & Grubbing (Approximately 34 | | | Acres) | | | 0020 206A000 LUMP| 60000.00000 60000.00| | Removal Of Old Bridge, Station 57+00 | | | 0030 206D000 469.000 LF | 5.00000 2345.00| | Removing Pipe | | | 0040 206D001 1698.000 LF | 1.10000 1867.80| | Removing Guardrail | | | 0050 206D003 2866.000 LF | 3.00000 8598.00| | Removing Curb And Gutter | | | 0060 206E000 14.000 EACH| 210.00000 2940.00| | Removing Headwalls | | | 0070 206E001 24.000 EACH| 300.00000 7200.00| | Removing Inlets | | | 0080 206E014 4.000 EACH| 275.00000 1100.00| | Removing Guardrail End Anchor (Type 2A) | | | 0090 206E020 4.000 EACH| 3100.00000 12400.00| | Removing Existing Overhead Sign | | | Structure | | | 0100 206E027 6.000 EACH| 87.50000 525.00| | Removing Guardrail End Anchor (Type 10 | | | Series) | | | 0110 210A000 31826.000 CUYD| 5.50000 175043.00| | Unclassified Excavation | | | 0120 210D000 85226.000 CUYD| 5.50000 468743.00| | Borrow Excavation | | | 0130 214A000 6596.000 CUYD| 6.00000 39576.00| | Structure Excavation | | | 0140 214B001 2584.000 CUYD| 19.00000 49096.00| | Foundation Backfill, Commercial | | | 0150 215A000 460.000 CUYD| 20.00000 9200.00| | Unclassified Bridge Excavation | | | 0160 215B000 LUMP| 15000.00000 15000.00| | Cofferdams Or Sheeting And Shoring STA | | | 56+95.85 | | | 0170 224A000 200.000 CUYD| 4.00000 800.00| | Lime Sink Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -16 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 224B000 200.000 CUYD| 20.00000 4000.00| | Special Backfill For Lime Sink, ALDOT | | | #57,#67 Or #467 | | | 0190 224D000 25.000 CUYD| 65.00000 1625.00| | Concrete Seal For Lime Sink | | | 0200 230A000 152.000 RBST| 378.00000 57456.00| | Roadbed Processing | | | 0210 301A012 46768.000 SQYD| 6.65700 311334.58| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0220 327E000 6098.000 TON | 33.25350 202779.84| | Permeable Asphalt Treated Base | | | 0230 401A000 11506.000 SQYD| 0.51450 5919.84| | Bituminous Treatment A | | | 0240 401A043 29037.000 SQYD| 1.14450 33232.85| | Bituminous Treatment AE | | | 0250 405A000 18044.000 GAL | 1.01850 18377.81| | Tack Coat | | | 0260 410A002 1.000 EACH| 4305.00000 4305.00| | Profilograph | | | 0270 410H000 1.000 EACH| 65257.50000 65257.50| | Material Remixing Device | | | 0280 420A011 5251.000 TON | 58.93650 309475.56| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0290 423A002 9288.000 TON | 51.50250 478355.22| | Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0300 423B001 11399.000 TON | 51.45000 586478.55| | Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0310 424A287 252.000 TON | 55.33500 13944.42| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0320 424A361 2487.000 TON | 35.96250 89438.74| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -17 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 424A367 56.000 TON | 67.20000 3763.20| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0340 424B290 5460.000 TON | 32.85450 179385.57| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0350 424B582 15859.000 TON | 33.18000 526201.62| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0360 424B652 2118.000 TON | 34.70250 73499.90| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0370 424B656 100.000 TON | 63.68250 6368.25| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0380 424B660 3455.000 TON | 36.54000 126245.70| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0390 424B682 2063.000 TON | 35.28000 72782.64| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0400 424C281 7931.000 TON | 35.25900 279639.13| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0410 424C361 2285.000 TON | 33.23250 75936.26| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0420 428C000 25740.000 LF | 0.17850 4594.59| | Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -18 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 450B000 529.000 SQYD| 65.00000 34385.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0440 502A000 212232.000 LB | 0.50000 106116.00| | Steel Reinforcement | | | 0450 502B000 LUMP| 130000.00000 130000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA 56+95.85 APPROX. | | | 0460 505G003 193.000 EACH| 110.00000 21230.00| | Pile Points (Type A, 12") | | | 0470 505M002 5340.000 LF | 22.00000 117480.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0480 508A000 25139.000 LB | 2.50000 62847.50| | Structural Steel | | | 0490 510A000 874.000 CUYD| 250.00000 218500.00| | Bridge Substructure Concrete, Class A | | | 0500 510C051 LUMP| 500000.00000 500000.00| | Bridge Concrete Superstructure, STA | | | 56+95.85 APPROX. | | | 0510 510E000 3775.000 SQYD| 2.00000 7550.00| | Grooving Concrete Bridge Decks | | | 0520 511A001 144.000 EACH| 150.00000 21600.00| | Elastomeric Bearings, Type 2 | | | 0530 513B004 2028.000 LF | 70.00000 141960.00| | Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0540 513B005 3252.000 LF | 120.00000 390240.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0550 524B011 319.000 CUYD| 450.00000 143550.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0560 530A002 7146.000 LF | 25.00000 178650.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0570 530A004 150.000 LF | 49.00000 7350.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0580 530A005 43.000 LF | 100.00000 4300.00| | 42" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -19 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 530A006 304.000 LF | 115.00000 34960.00| | 48" Roadway Pipe (Class 3 R.C.) | | | 0600 530A007 240.000 LF | 140.00000 33600.00| | 54" Roadway Pipe (Class 3 R.C.) | | | 0610 530C023 135.000 LF | 390.00000 52650.00| | 30" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | 0620 600A000 LUMP| 788300.00000 788300.00| | Mobilization | | | 0630 602A000 6.000 EACH| 125.00000 750.00| | Right Of Way Markers | | | 0640 603A002 1.000 EACH| 50000.00000 50000.00| | Furnishing Type 3 Field Office | | | 0650 605A002 6748.000 LF | 5.25000 35427.00| | Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0660 605B000 25.000 EACH| 300.00000 7500.00| | Special Underdrain Outlet, Type A | | | 0670 605B001 51.000 EACH| 350.00000 17850.00| | Special Underdrain Outlet, Type B | | | 0680 606A000 6049.000 LF | 6.85000 41435.65| | 6" Underdrain Pipe | | | 0690 610C001 559.000 TON | 24.00000 13416.00| | Loose Riprap, Class 2 | | | 0700 610D000 309.000 SQYD| 2.00000 618.00| | Filter Blanket | | | 0710 614A000 364.000 CUYD| 190.00000 69160.00| | Slope Paving | | | 0720 614A001 262.000 CUYD| 300.00000 78600.00| | Slope Paving (Under Bridges) | | | 0730 618B003 991.000 SQYD| 30.00000 29730.00| | Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0740 619A003 14.000 EACH| 530.00000 7420.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0750 619A006 1.000 EACH| 830.00000 830.00| | 42" Roadway Pipe End Treatment, Class 1 | | | 0760 619A204 2.000 EACH| 1100.00000 2200.00| | 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -20 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 619A207 2.000 EACH| 1700.00000 3400.00| | 48" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0780 619A208 2.000 EACH| 1800.00000 3600.00| | 54" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0790 621A000 15.000 EACH| 850.00000 12750.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0800 621A016 2.000 EACH| 1450.00000 2900.00| | Junction Boxes, Type 4, 1P Or 5 | | | 0810 621C001 3.000 EACH| 1500.00000 4500.00| | Inlets, Type B | | | 0820 621C015 13.000 EACH| 1800.00000 23400.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0830 621C017 1.000 EACH| 1900.00000 1900.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0840 621C027 1.000 EACH| 1800.00000 1800.00| | Inlets, Type C | | | 0850 621C154 45.000 EACH| 10000.00000 450000.00| | Inlets, Type CM-1 | | | 0860 621C155 10.000 EACH| 14750.00000 147500.00| | Inlets, Type CM-2 | | | 0870 621D001 3.000 EACH| 300.00000 900.00| | Inlet Units, Type B | | | 0880 621D015 4.000 EACH| 400.00000 1600.00| | Inlet Units, Type S1 Or S3 | | | 0890 621I001 2.000 EACH| 6000.00000 12000.00| | Stilling Basins, Type 1 | | | 0900 623A003 719.000 LF | 20.00000 14380.00| | Concrete Gutter (4' 0" Wide) | | | 0910 623C000 3110.000 LF | 10.00000 31100.00| | Combination Curb & Gutter, Type C | | | 0920 629A057 7812.000 LF | 40.00000 312480.00| | Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0930 629A059 205.000 LF | 145.00000 29725.00| | Concrete Median Or Safety Barrier, Type | | | GS-54(PP) | | | 0940 629A072 80.000 LF | 105.00000 8400.00| | Concrete Median or Safety Barrier, Type | | | GS-54-PP (Special) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -21 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 629C003 3.000 EACH| 4000.00000 12000.00| | Concrete Median Or Safety Barrier End | | | Section, (Type GS) | | | 0960 630A001 2255.000 LF | 10.10000 22775.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0970 630C001 3.000 EACH| 450.00000 1350.00| | Guardrail End Anchor, Type 8 | | | 0980 630C003 4.000 EACH| 950.00000 3800.00| | Guardrail End Anchor, Type 13 | | | 0990 630C050 4.000 EACH| 1300.00000 5200.00| | Guardrail End Anchor, Type 20 Series | | | 1000 630C070 3.000 EACH| 1250.00000 3750.00| | Guardrail End Anchor, Type 10 Series | | | 1010 634A002 1146.000 LF | 10.00000 11460.00| | Industrial Fence, 6 Feet High | | | 1020 641A001 20.000 LF | 12.25000 245.00| | 3/4 Inch Copper Water Pipe Laid (Type K | | | 1030 641A031 380.000 LF | 58.25000 22135.00| | 12 Inch D.I. Water Main Laid | | | (Restrained Joint) | | | 1040 641A038 1210.000 LF | 50.00000 60500.00| | 12 Inch D. I. Water Main Laid | | | 1050 641J000 1.000 EACH| 3050.00000 3050.00| | Fire Hydrant | | | 1060 649A031 62.000 LF | 131.25000 8137.50| | 24 Inch Encasement Pipe, Type 1 | | | Installation | | | 1070 649A036 238.000 LF | 315.00000 74970.00| | 24 Inch Encasement Pipe, Type 2 | | | Installation | | | 1080 650B000 10000.000 CUYD| 2.00000 20000.00| | Topsoil From Stockpiles | | | 1090 652A050 16.000 ACRE| 600.00000 9600.00| | Seeding (Mix 1A) | | | 1100 652A053 2.000 ACRE| 600.00000 1200.00| | Seeding (Mix 1E) | | | 1110 652B050 18.000 ACRE| 500.00000 9000.00| | Temporary Seeding (Mix 1AT) | | | 1120 652C000 18.000 ACRE| 50.00000 900.00| | Mowing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -22 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 652D050 18.000 ACRE| 600.00000 10800.00| | Seeding In Stubble (Mix 1A) | | | 1140 654A001 556.000 SQYD| 4.00000 2224.00| | Solid Sodding (Bermuda) | | | 1150 656A000 16.000 ACRE| 400.00000 6400.00| | Mulching, Class A, Type 1 | | | 1160 656A001 2.000 ACRE| 500.00000 1000.00| | Mulching, Class A, Type 2 | | | 1170 659A000 1624.000 SQYD| 2.00000 3248.00| | Erosion Control Netting, Class A | | | 1180 659A002 7140.000 SQYD| 5.50000 39270.00| | Erosion Control Netting, Class C1 | | | 1190 665B000 18.000 ACRE| 400.00000 7200.00| | Temporary Mulching | | | 1200 665F000 411.000 EACH| 4.00000 1644.00| | Hay Bales | | | 1210 665G000 1000.000 EACH| 2.00000 2000.00| | Sand Bags | | | 1220 665I000 49.000 TON | 21.00000 1029.00| | Temporary Riprap, Class 2 | | | 1230 665J000 9013.000 LF | 4.00000 36052.00| | Silt Fence, Type A | | | 1240 665K000 12.000 CUYD| 25.00000 300.00| | Drainage Sump Excavation | | | 1250 665L000 110.000 LF | 58.00000 6380.00| | Floating Basin Boom | | | 1260 680A000 LUMP| 200000.00000 200000.00| | Engineering Controls | | | 1280 701A048 3.000 MILE| 2500.00000 7500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1290 701B016 50.000 LF | 12.00000 600.00| | Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 1300 701C002 3.000 MILE| 400.00000 1200.00| | Broken Temporary Traffic Stripe (Paint) | | | 1310 701C003 8.000 MILE| 400.00000 3200.00| | Solid Temporary Traffic Stripe (Paint) | | | 1320 701C004 3.000 MILE| 2850.00000 8550.00| | Broken Temporary Traffic Stripe (Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -23 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 701C005 8.000 MILE| 6500.00000 52000.00| | Solid Temporary Traffic Stripe (Tape) | | | 1340 701D007 3.000 MILE| 1500.00000 4500.00| | Solid Traffic Stripe Removed (Paint) | | | 1350 701D009 2.000 MILE| 1000.00000 2000.00| | Solid Traffic Stripe Removed (Tape) | | | 1360 701D014 3.000 MILE| 1300.00000 3900.00| | Broken Traffic Stripe Removed (Paint) | | | 1370 701D016 3.000 MILE| 1000.00000 3000.00| | Broken Traffic Stripe Removed (Tape) | | | 1380 701G121 530.000 LF | 1.99000 1054.70| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1390 701G125 2115.000 LF | 3.20000 6768.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1400 701G133 1850.000 LF | 3.33000 6160.50| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1410 702A040 5.000 MILE| 2150.00000 10750.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1420 702A041 6.000 MILE| 4400.00000 26400.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1430 702A042 1.000 MILE| 2150.00000 2150.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1440 702A043 5.000 MILE| 4400.00000 22000.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1450 702B011 4900.000 LF | 1.95000 9555.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 1460 703A002 30383.000 SQFT| 1.80000 54689.40| | Traffic Control Markings, Class 2, Type | | | A | | | 1470 703B002 850.000 SQFT| 2.80000 2380.00| | Traffic Control Legends, Class 2, Type | | | 1480 703C000 239.000 SQFT| 3.00000 717.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -24 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 703D002 382.000 SQFT| 1.30000 496.60| | Temporary Traffic Control Markings | | | (Paint) | | | 1500 705A011 1903.000 EACH| 5.00000 9515.00| | Pavement Markers, Class C, Type 1-A | | | 1510 705A012 632.000 EACH| 5.00000 3160.00| | Pavement Markers, Class C, Type 1-B | | | 1520 705A022 200.000 EACH| 5.00000 1000.00| | Pavement Markers, Class C, Type 2-C | | | 1530 705A023 225.000 EACH| 5.00000 1125.00| | Pavement Markers, Class C, Type 2-D | | | 1540 705A030 320.000 EACH| 5.25000 1680.00| | Pavement Markers, Class A-H, Type 2-C | | | 1550 705A031 465.000 EACH| 5.00000 2325.00| | Pavement Markers, Class A-H, Type 1-A | | | 1560 705A032 200.000 EACH| 5.00000 1000.00| | Pavement Markers, Class A-H, Type 1-B | | | 1570 705A037 40.000 EACH| 5.25000 210.00| | Pavement Markers, Class A-H, Type 2-D | | | 1580 705A038 120.000 EACH| 5.25000 630.00| | Pavement Markers, Class A-H, Type 2-E | | | 1590 707G000 54.000 EACH| 20.00000 1080.00| | Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 1600 710A115 563.000 SQFT| 18.00000 10134.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1610 710A140 1345.000 SQFT| 23.50000 31607.50| | Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1620 710A141 180.000 SQFT| 23.50000 4230.00| | Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1630 710A142 140.000 SQFT| 36.00000 5040.00| | Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -25 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1640 710B001 1070.000 LF | 6.50000 6955.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1650 710B008 165.000 LF | 125.00000 20625.00| | Roadway Sign Post (W8 x 18 Steel Beam) | | | 1660 711A000 LUMP| 4650.00000 4650.00| | Roadway Sign Relocation | | | 1670 715A000 LUMP| 32500.00000 32500.00| | Overhead Roadway Sign Structure NO. 1 | | | 1680 715A001 LUMP| 32000.00000 32000.00| | Overhead Roadway Sign Structure NO. 2 | | | 1690 715A002 LUMP| 31800.00000 31800.00| | Overhead Roadway Sign Structure NO. 3 | | | 1700 715A003 LUMP| 29000.00000 29000.00| | Overhead Roadway Sign Structure NO. 4 | | | 1710 715A004 LUMP| 26500.00000 26500.00| | Overhead Roadway Sign Structure NO. 5 | | | 1720 720A031 1.000 EACH| 30000.00000 30000.00| | Vehicular Impact Attenuator | | | Assembly(Bi-directional, "70 mph") | | | 1730 726A000 2060.000 LF | 35.00000 72100.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1740 726A001 4.000 LF | 50.00000 200.00| | Portable Concrete Safety Barriers, Type | | | 6-A | | | 1750 726D020 2.000 EACH| 15000.00000 30000.00| | Portable Impact Attenuator | | | Assembly(Unidirectional, TL-2) | | | 1760 726D025 2.000 EACH| 25000.00000 50000.00| | Portable Impact Attenuator | | | Assembly(Unidirectional, TL-3) | | | 1770 730A012 LUMP| 250.00000 250.00| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 411 AT VILLAGE | | | PARKWAY) | | | 1780 730C000 LUMP| 3500.00000 3500.00| | Furnishing And Installing Traffic | | | Control Unit (US HWY 411 AT I-20 WB | | | RAMPS) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -26 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1790 730C001 LUMP| 500.00000 500.00| | Furnishing And Installing Traffic | | | Control Unit (US HWY 411 AT VILLAGE | | | PARKWAY) | | | 1800 730E000 3.000 EACH| 1428.00000 4284.00| | Metal Traffic Signal Pole Foundation | | | 1810 730G001 3.000 EACH| 3880.00000 11640.00| | Metal Traffic Signal Strain Pole | | | 1820 730H001 4420.000 LF | 3.00000 13260.00| | Loop Wire | | | 1830 730I001 2600.000 LF | 1.00000 2600.00| | Loop Detector Lead-In-Cable | | | 1840 730J010 4.000 EACH| 125.00000 500.00| | Vehicle Loop Detector | | | 1850 730K000 10.000 EACH| 100.00000 1000.00| | Traffic Signal Junction Box | | | 1860 730L003 30.000 LF | 4.00000 120.00| | 1", Non-Metallic, Conduit | | | 1870 730L005 1150.000 LF | 4.00000 4600.00| | 2", Non-Metallic, Conduit | | | 1880 730M021 170.000 LF | 2.50000 425.00| | Interconnect Cable, Aerial Lashed, #19 | | | AWG, 6 Pair, REA PE- 22 | | | 1890 730M022 900.000 LF | 2.50000 2250.00| | Interconnect Cable, Underground, #19 | | | AWG, 6 Pair, REA PE-39 | | | 1900 730N010 3.000 EACH| 690.00000 2070.00| | Luminaire Extension Assembly, 12 feet | | | 1910 730P020 2.000 EACH| 350.00000 700.00| | Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 1920 730P022 4.000 EACH| 780.00000 3120.00| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1930 730R021 1.000 EACH| 6500.00000 6500.00| | Controller Assembly, Type III, 4 Phase | | | 1940 740B000 2406.000 SQFT| 10.00000 24060.00| | Construction Signs | | | 1950 740C000 371.000 SQFT| 10.75000 3988.25| | Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 008 -27 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020329008 COUNTIES : ST. CLAIR LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1960 740D000 505.000 EACH| 90.00000 45450.00| | Channelizing Drums | | | 1970 740E000 200.000 EACH| 12.00000 2400.00| | Cones (36 Inches High) | | | 1980 740F002 14.000 EACH| 300.00000 4200.00| | Barricades, Type III | | | 1990 740I005 7.000 EACH| 575.00000 4025.00| | Warning Lights, Type B (Detachable Head | | | 2000 740L004 134.000 EACH| 80.00000 10720.00| | Vertical Panel Type II, Single-Sided | | | 2010 740M001 200.000 EACH| 8.50000 1700.00| | Ballast For Cone | | | 2020 741C010 4.000 EACH| 5000.00000 20000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2030 742A001 4.000 EACH| 14000.00000 56000.00| | Portable Changeable Message Signs, Type | | | 2 | | | 2040 745A000 160.000 HOUR| 40.00000 6400.00| | Uniformed Police Officer | | | 2050 756A021 50.000 LF | 30.00000 1500.00| | 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 2060 999 000 5000.000 HOUR| 0.80000 4000.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,370,391.67| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,370,391.67| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 720 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : APD-471(47) for constructing the Grade, Drain, Partial Base and Pave, Signing and Bridges on Corridor "X" from Faith Church to the Jefferson County Line south of Dora. Length 4.287 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 15,554,877.13 100.0000% 2 14003 W. S. NEWELL, INC. $ 15,918,038.51 102.3347% 3 08016 HILL BROTHERS CONSTRUCTION & ENGINEERING COMPANY, INC. $ 15,933,586.55 102.4347% 4 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 15,978,035.74 102.7204% 5 30002 ELLARD CONTRACTING CO., INC. & ELLARD CONSTRUCTION, INC. $ 16,852,041.25 108.3393% 6 22010 VECELLIO & GROGAN, INC. $ 17,178,554.62 110.4384% 7 07014 ELMO GREER & SONS, LLC $ 17,247,899.75 110.8842% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 08016 |RACON, INC. |W. S. NEWELL, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 457500.00000 457500.00| 1200000.00000 1200000.00| 1000000.00000 1000000.00 Clearing & Grubbing (Approximately 397 | | | Acres) | | | 0020 205A001 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1000.00000 1000.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1000.00000 1000.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1000.00000 1000.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1000.00000 1000.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1000.00000 1000.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1000.00000 1000.00 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1000.00000 1000.00 Removal Of Structures, Structure No. 7 | | | 0090 206D000 452.000 LF | 5.16000 2332.32| 5.00000 2260.00| 15.00000 6780.00 Removing Pipe | | | 0100 210A000 4500240.000 CUYD| 1.65000 7425396.00| 1.27000 5715304.80| 1.50000 6750360.00 Unclassified Excavation | | | 0110 214A000 25467.000 CUYD| 5.00000 127335.00| 5.00000 127335.00| 9.00000 229203.00 Structure Excavation | | | 0120 214B001 7298.000 CUYD| 24.00000 175152.00| 20.00000 145960.00| 25.00000 182450.00 Foundation Backfill, Commercial | | | 0130 215A000 357.000 CUYD| 15.00000 5355.00| 44.00000 15708.00| 25.00000 8925.00 Unclassified Bridge Excavation | | | 0140 215B004 LUMP| 1.00000 1.00| 1.00000 1.00| 10000.00000 10000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 18+13.40, Quinton Rd. | | | 0150 215B005 LUMP| 1.00000 1.00| 1.00000 1.00| 10000.00000 10000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 17+89.37, Reeder Rd. | | | 0160 230A000 640.000 RBST| 300.00000 192000.00| 230.00000 147200.00| 400.00000 256000.00 Roadbed Processing | | | 0170 301A012 49575.000 SQYD| 5.00000 247875.00| 4.38000 217138.50| 5.30000 262747.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 08016 |RACON, INC. |W. S. NEWELL, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 306E000 1.000 EACH| 5852.07000 5852.07| 6300.00000 6300.00| 7500.00000 7500.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0190 401A000 59714.000 SQYD| 0.38000 22691.32| 0.35000 20899.90| 0.40000 23885.60 Bituminous Treatment A | | | 0200 401B107 37220.000 SQYD| 1.56000 58063.20| 1.57000 58435.40| 2.00000 74440.00 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0210 401B108 6527.000 SQYD| 1.47000 9594.69| 1.47000 9594.69| 1.50000 9790.50 Bituminous Treatment G (With Polymer | | | Additive) | | | 0220 405A000 2249.000 GAL | 1.10000 2473.90| 1.25000 2811.25| 1.30000 2923.70 Tack Coat | | | 0230 410C000 1.000 EACH| 4000.00000 4000.00| 3150.00000 3150.00| 3142.20000 3142.20 Contractor Retained Profilograph | | | 0240 424A360 913.000 TON | 38.90000 35515.70| 41.00000 37433.00| 40.90000 37341.70 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424A369 26.000 TON | 90.00000 2340.00| 91.50000 2379.00| 91.30000 2373.80 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B651 88.000 TON | 90.00000 7920.00| 46.00000 4048.00| 45.90000 4039.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424B652 3358.000 TON | 30.00000 100740.00| 33.50000 112493.00| 33.50000 112493.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0280 424B662 74.000 TON | 90.00000 6660.00| 49.50000 3663.00| 49.40000 3655.60 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 430B026 703.000 TON | 15.15000 10650.45| 18.00000 12654.00| 14.75000 10369.25 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 08016 |RACON, INC. |W. S. NEWELL, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 450B000 178.000 SQYD| 65.00000 11570.00| 55.00000 9790.00| 75.00000 13350.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0310 502A000 1355766.000 LB | 0.36000 488075.76| 0.35000 474518.10| 0.40000 542306.40 Steel Reinforcement | | | 0320 502A001 93100.000 LB | 0.47000 43757.00| 0.40000 37240.00| 0.50000 46550.00 Steel Reinforcement (Grade 60) | | | 0330 502B006 LUMP| 32000.00000 32000.00| 31000.00000 31000.00| 42000.00000 42000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 18+13.40,Quinton Rd,| | | Approximately | | | 0340 502B007 LUMP| 32000.00000 32000.00| 29000.00000 29000.00| 40000.00000 40000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 17+89.37, Reeder Rd.| | | , Approximately | | | 0350 505G003 40.000 EACH| 100.00000 4000.00| 95.00000 3800.00| 125.00000 5000.00 Pile Points (Type A, 12") | | | 0360 505M002 786.000 LF | 20.00000 15720.00| 25.00000 19650.00| 20.00000 15720.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0370 508A000 11540.000 LB | 2.50000 28850.00| 1.50000 17310.00| 2.00000 23080.00 Structural Steel | | | 0380 510A000 499.000 CUYD| 350.00000 174650.00| 295.00000 147205.00| 255.00000 127245.00 Bridge Substructure Concrete, Class A | | | 0390 510C057 LUMP| 150000.00000 150000.00| 112000.00000 112000.00| 155000.00000 155000.00 Bridge Concrete Superstructure, Sta. | | | 18+13.4, Quinton Rd., Approximately | | | 0400 510C058 LUMP| 150000.00000 150000.00| 108000.00000 108000.00| 145000.00000 145000.00 Bridge Concrete Superstructure, Sta. | | | 17+89.370, Reeder Rd., Approximately | | | 0410 510E000 1961.000 SQYD| 2.00000 3922.00| 2.00000 3922.00| 6.00000 11766.00 Grooving Concrete Bridge Decks | | | 0420 511A001 64.000 EACH| 110.00000 7040.00| 195.00000 12480.00| 250.00000 16000.00 Elastomeric Bearings, Type 2 | | | 0430 513B005 1138.000 LF | 100.00000 113800.00| 125.00000 142250.00| 77.00000 87626.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0440 513B019 1792.000 LF | 120.00000 215040.00| 140.00000 250880.00| 96.00000 172032.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 08016 |RACON, INC. |W. S. NEWELL, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 524A011 9776.000 CUYD| 145.00000 1417520.00| 145.00000 1417520.00| 155.00000 1515280.00 Culvert Concrete (Cast In Place) | | | 0460 530A001 6121.000 LF | 16.58000 101486.18| 18.50000 113238.50| 21.00000 128541.00 18" Roadway Pipe (Class 3 R.C.) | | | 0470 530A002 1700.000 LF | 21.41000 36397.00| 23.00000 39100.00| 30.00000 51000.00 24" Roadway Pipe (Class 3 R.C.) | | | 0480 530A003 198.000 LF | 27.46000 5437.08| 31.00000 6138.00| 39.00000 7722.00 30" Roadway Pipe (Class 3 R.C.) | | | 0490 530A004 251.000 LF | 35.97000 9028.47| 39.00000 9789.00| 50.00000 12550.00 36" Roadway Pipe (Class 3 R.C.) | | | 0500 530A006 333.000 LF | 50.96000 16969.68| 57.50000 19147.50| 72.00000 23976.00 48" Roadway Pipe (Class 3 R.C.) | | | 0510 530A007 123.000 LF | 67.97000 8360.31| 68.00000 8364.00| 87.00000 10701.00 54" Roadway Pipe (Class 3 R.C.) | | | 0520 530A024 265.000 LF | 24.62000 6524.30| 26.00000 6890.00| 32.00000 8480.00 24" Roadway Pipe (Class 5 R.C.) | | | 0530 530A025 251.000 LF | 32.26000 8097.26| 35.00000 8785.00| 43.00000 10793.00 30" Roadway Pipe (Class 5 R.C.) | | | 0540 530A026 883.000 LF | 45.82000 40459.06| 43.00000 37969.00| 55.00000 48565.00 36" Roadway Pipe (Class 5 R.C.) | | | 0550 530A028 1225.000 LF | 59.83000 73291.75| 64.00000 78400.00| 78.00000 95550.00 48" Roadway Pipe (Class 5 R.C.) | | | 0560 530A374 272.000 LF | 39.39000 10714.08| 27.50000 7480.00| 35.00000 9520.00 24" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0570 530A375 254.000 LF | 46.24000 11744.96| 36.50000 9271.00| 46.00000 11684.00 30" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0580 530A378 2240.000 LF | 78.23000 175235.20| 67.00000 150080.00| 81.00000 181440.00 48" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0590 530A800 33.000 LF | 22.15000 730.95| 20.00000 660.00| 18.00000 594.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0600 530A914 755.000 LF | 19.27000 14548.85| 18.50000 13967.50| 22.00000 16610.00 18" Roadway Pipe (14 Gauge C.C.S.) | | | 0610 530A915 549.000 LF | 24.41000 13401.09| 21.00000 11529.00| 27.00000 14823.00 24" Roadway Pipe (14 Gauge C.C.S.) | | | 0620 530B001 97.000 LF | 27.23000 2641.31| 28.00000 2716.00| 42.00000 4074.00 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 08016 |RACON, INC. |W. S. NEWELL, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 535A001 196.000 LF | 15.37000 3012.52| 17.00000 3332.00| 18.00000 3528.00 18" Side Drain Pipe | | | 0640 600A000 LUMP| 399000.00000 399000.00| 1821690.00000 1821690.00| 250000.00000 250000.00 Mobilization | | | 0650 601A000 1.000 EACH| 3500.00000 3500.00| 5000.00000 5000.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0660 602A000 120.000 EACH| 60.16000 7219.20| 65.00000 7800.00| 75.00000 9000.00 Right Of Way Markers | | | 0670 602B000 2.000 EACH| 98.64000 197.28| 200.00000 400.00| 100.00000 200.00 Land Survey Markers | | | 0680 603A002 1.000 EACH| 25000.00000 25000.00| 15000.00000 15000.00| 10000.00000 10000.00 Furnishing Type 3 Field Office | | | 0690 606A000 1000.000 LF | 7.84000 7840.00| 17.50000 17500.00| 9.00000 9000.00 6" Underdrain Pipe | | | 0700 610C001 25051.000 TON | 14.50000 363239.50| 18.50000 463443.50| 14.50000 363239.50 Loose Riprap, Class 2 | | | 0710 610D003 19997.000 SQYD| 1.50000 29995.50| 1.75000 34994.75| 1.75000 34994.75 Filter Blanket, Geotextile | | | 0720 614A000 1623.000 CUYD| 170.00000 275910.00| 195.00000 316485.00| 180.00000 292140.00 Slope Paving | | | 0730 614A001 140.000 CUYD| 225.00000 31500.00| 250.00000 35000.00| 235.00000 32900.00 Slope Paving (Under Bridges) | | | 0740 617A000 11349.000 SQYD| 2.00000 22698.00| 2.00000 22698.00| 1.75000 19860.75 Bituminous Treated Glass Fiber Flumes | | | 0750 619A002 42.000 EACH| 419.69000 17626.98| 400.00000 16800.00| 500.00000 21000.00 18" Roadway Pipe End Treatment, Class 1 | | | 0760 619A003 8.000 EACH| 476.79000 3814.32| 475.00000 3800.00| 625.00000 5000.00 24" Roadway Pipe End Treatment, Class 1 | | | 0770 619A004 7.000 EACH| 534.25000 3739.75| 525.00000 3675.00| 860.00000 6020.00 30" Roadway Pipe End Treatment, Class 1 | | | 0780 619A005 10.000 EACH| 678.98000 6789.80| 650.00000 6500.00| 1120.00000 11200.00 36" Roadway Pipe End Treatment, Class 1 | | | 0790 619A007 14.000 EACH| 762.52000 10675.28| 750.00000 10500.00| 1725.00000 24150.00 48" Roadway Pipe End Treatment, Class 1 | | | 0800 619A055 2.000 EACH| 2044.82000 4089.64| 2000.00000 4000.00| 1700.00000 3400.00 36" Roadway Pipe End Treatment, Class 2 | | | 0810 619A057 3.000 EACH| 2351.42000 7054.26| 2500.00000 7500.00| 2425.00000 7275.00 48" Roadway Pipe End Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 08016 |RACON, INC. |W. S. NEWELL, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 619A058 2.000 EACH| 2767.13000 5534.26| 3000.00000 6000.00| 3050.00000 6100.00 54" Roadway Pipe End Treatment, Class 2 | | | 0830 619A101 10.000 EACH| 419.69000 4196.90| 350.00000 3500.00| 500.00000 5000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0840 619B016 1.000 EACH| 476.79000 476.79| 400.00000 400.00| 630.00000 630.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0850 620A000 5.000 CUYD| 950.00000 4750.00| 1000.00000 5000.00| 600.00000 3000.00 Minor Structure Concrete | | | 0860 621A004 7.000 EACH| 3505.59000 24539.13| 3500.00000 24500.00| 3500.00000 24500.00 Junction Boxes, Type 4 | | | 0870 621A010 11.000 EACH| 1224.77000 13472.47| 1200.00000 13200.00| 2000.00000 22000.00 Junction Boxes, Type 3 | | | 0880 621A058 11.000 EACH| 1530.48000 16835.28| 1500.00000 16500.00| 2000.00000 22000.00 Junction Boxes, Type 3 (Modified) | | | 0890 621B004 6.000 EACH| 958.34000 5750.04| 1000.00000 6000.00| 600.00000 3600.00 Junction Box Units, Type 4 | | | 0900 621C005 1.000 EACH| 3631.72000 3631.72| 3500.00000 3500.00| 4000.00000 4000.00 Inlets, Type IJ | | | 0910 621C020 61.000 EACH| 1208.66000 73728.26| 1200.00000 73200.00| 1400.00000 85400.00 Inlets, Type Y | | | 0920 621C027 2.000 EACH| 1255.21000 2510.42| 1400.00000 2800.00| 1800.00000 3600.00 Inlets, Type C | | | 0930 621D002 1.000 EACH| 447.09000 447.09| 450.00000 450.00| 400.00000 400.00 Inlet Units, Type C | | | 0940 621D019 82.000 EACH| 352.66000 28918.12| 350.00000 28700.00| 300.00000 24600.00 Inlet Units, Type Y | | | 0950 621I000 7.000 EACH| 2105.00000 14735.00| 2000.00000 14000.00| 2800.00000 19600.00 Stilling Basins, Type 00 | | | 0960 621I001 6.000 EACH| 4188.82000 25132.92| 4000.00000 24000.00| 3200.00000 19200.00 Stilling Basins, Type 1 | | | 0970 621I003 2.000 EACH| 9877.51000 19755.02| 9500.00000 19000.00| 6300.00000 12600.00 Stilling Basins, Type 3 | | | 0980 621I007 1.000 EACH| 30120.10000 30120.10| 30000.00000 30000.00| 25500.00000 25500.00 Stilling Basins, Type 7 | | | 0990 630A001 3650.000 LF | 9.80000 35770.00| 9.80000 35770.00| 9.80000 35770.00 Steel Beam Guardrail, Class A, Type 2 | | | 1000 630C003 8.000 EACH| 950.00000 7600.00| 950.00000 7600.00| 950.00000 7600.00 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -8 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 08016 |RACON, INC. |W. S. NEWELL, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 630C070 24.000 EACH| 1210.00000 29040.00| 1210.00000 29040.00| 1210.00000 29040.00 Guardrail End Anchor, Type 10 Series | | | 1020 635A000 46596.000 LF | 3.10000 144447.60| 3.10000 144447.60| 3.25000 151437.00 Woven Wire Fence | | | 1030 635B001 8.000 EACH| 649.00000 5192.00| 649.00000 5192.00| 700.00000 5600.00 Gate, 14 Feet Wide | | | 1040 637A001 198.000 LF | 4.00000 792.00| 4.00000 792.00| 4.20000 831.60 Fence Reset (Includes All Types) | | | 1050 640J000 1.000 EACH| 710.00000 710.00| 750.00000 750.00| 450.00000 450.00 3/4 Inch Relocate Farm Tap | | | 1060 641A035 1200.000 LF | 18.50000 22200.00| 13.50000 16200.00| 18.00000 21600.00 6 Inch D.I. Water Main Laid | | | 1070 641A046 6320.000 LF | 11.75000 74260.00| 7.40000 46768.00| 5.00000 31600.00 2 Inch P.V.C. Water Main Laid | | | 1080 641A049 510.000 LF | 21.60000 11016.00| 9.40000 4794.00| 7.00000 3570.00 6 Inch P.V.C. Water Main Laid | | | 1090 646A052 1980.000 LF | 15.80000 31284.00| 17.35000 34353.00| 17.00000 33660.00 2 Inch Welded Steel Gas Line Laid | | | 1100 646A054 2420.000 LF | 29.50000 71390.00| 23.50000 56870.00| 31.00000 75020.00 6 Inch Welded Steel Gas Line Laid | | | 1110 649A004 60.000 LF | 65.00000 3900.00| 32.00000 1920.00| 19.00000 1140.00 6 Inch Encasement Pipe, Type 1 | | | Installation | | | 1120 649A005 230.000 LF | 55.00000 12650.00| 53.85000 12385.50| 21.00000 4830.00 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 1130 649A006 523.000 LF | 60.00000 31380.00| 63.85000 33393.55| 22.00000 11506.00 10 Inch Encasement Pipe, Type 1 | | | Installation | | | 1140 649A013 180.000 LF | 55.00000 9900.00| 63.85000 11493.00| 24.00000 4320.00 8 Inch Encasement Pipe, Type 1A | | | Installation | | | 1150 649A043 550.000 LF | 131.00000 72050.00| 44.00000 24200.00| 30.00000 16500.00 18 Inch Encasement Pipe, Type 1 | | | Installation | | | 1160 649A044 410.000 LF | 111.00000 45510.00| 35.20000 14432.00| 33.00000 13530.00 18 Inch Encasement Pipe, Type 1A | | | Installation | | | 1170 650B000 113084.000 CUYD| 1.50000 169626.00| 1.50000 169626.00| 1.75000 197897.00 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -9 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 08016 |RACON, INC. |W. S. NEWELL, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 652A050 213.000 ACRE| 475.00000 101175.00| 475.00000 101175.00| 650.00000 138450.00 Seeding (Mix 1A) | | | 1190 652A053 38.000 ACRE| 500.00000 19000.00| 500.00000 19000.00| 650.00000 24700.00 Seeding (Mix 1E) | | | 1200 652B050 213.000 ACRE| 300.00000 63900.00| 300.00000 63900.00| 315.00000 67095.00 Temporary Seeding (Mix 1AT) | | | 1210 652C000 250.000 ACRE| 50.00000 12500.00| 50.00000 12500.00| 41.00000 10250.00 Mowing | | | 1220 652D050 213.000 ACRE| 450.00000 95850.00| 450.00000 95850.00| 585.00000 124605.00 Seeding In Stubble (Mix 1A) | | | 1230 654A001 2733.000 SQYD| 3.00000 8199.00| 3.00000 8199.00| 2.70000 7379.10 Solid Sodding (Bermuda) | | | 1240 656A000 426.000 ACRE| 400.00000 170400.00| 400.00000 170400.00| 315.00000 134190.00 Mulching, Class A, Type 1 | | | 1250 656A001 38.000 ACRE| 425.00000 16150.00| 425.00000 16150.00| 405.00000 15390.00 Mulching, Class A, Type 2 | | | 1260 658A001 19.000 ACRE| 1200.00000 22800.00| 1200.00000 22800.00| 900.00000 17100.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1270 659A000 2000.000 SQYD| 1.50000 3000.00| 1.50000 3000.00| 1.00000 2000.00 Erosion Control Netting, Class A | | | 1280 659A001 11536.000 SQYD| 1.50000 17304.00| 1.50000 17304.00| 1.00000 11536.00 Erosion Control Netting, Class B | | | 1290 665A000 100.000 ACRE| 200.00000 20000.00| 200.00000 20000.00| 315.00000 31500.00 Temporary Seeding | | | 1300 665B000 100.000 ACRE| 350.00000 35000.00| 350.00000 35000.00| 360.00000 36000.00 Temporary Mulching | | | 1310 665C000 100.000 LF | 9.60000 960.00| 18.00000 1800.00| 12.00000 1200.00 15" Temporary Pipe | | | 1320 665F000 5113.000 EACH| 4.90000 25053.70| 1.00000 5113.00| 6.00000 30678.00 Hay Bales | | | 1330 665G000 600.000 EACH| 1.00000 600.00| 0.01000 6.00| 3.00000 1800.00 Sand Bags | | | 1340 665I000 1632.000 TON | 17.75000 28968.00| 18.50000 30192.00| 14.00000 22848.00 Temporary Riprap, Class 2 | | | 1350 665J000 112594.000 LF | 1.00000 112594.00| 0.50000 56297.00| 1.75000 197039.50 Silt Fence, Type A | | | 1360 665K000 240.000 CUYD| 6.00000 1440.00| 5.00000 1200.00| 5.00000 1200.00 Drainage Sump Excavation | | | 1370 665L000 272.000 LF | 21.02000 5717.44| 10.00000 2720.00| 20.00000 5440.00 Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -10 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 08016 |RACON, INC. |W. S. NEWELL, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 666A001 250.000 ACRE| 1.00000 250.00| 0.01000 2.50| 15.00000 3750.00 Pest Control Treatment | | | 1390 680A000 LUMP| 85000.00000 85000.00| 235000.00000 235000.00| 300000.00000 300000.00 Engineering Controls | | | 1400 701A004 5.000 MILE| 350.00000 1750.00| 350.00000 1750.00| 350.00000 1750.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1410 701A012 6.000 MILE| 330.00000 1980.00| 330.00000 1980.00| 330.00000 1980.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1420 701B000 180.000 LF | 0.35000 63.00| 0.35000 63.00| 0.35000 63.00 Dotted Class 1, Type A Traffic Stripe | | | 1430 701C001 9.000 MILE| 400.00000 3600.00| 400.00000 3600.00| 400.00000 3600.00 Solid Temporary Traffic Stripe | | | 1440 701D007 2.000 MILE| 1500.00000 3000.00| 1500.00000 3000.00| 1500.00000 3000.00 Solid Traffic Stripe Removed (Paint) | | | 1450 703A000 2710.000 SQFT| 1.30000 3523.00| 1.30000 3523.00| 1.30000 3523.00 Traffic Control Markings, Class 1, Type | | | A | | | 1460 703B000 23.000 SQFT| 1.30000 29.90| 1.30000 29.90| 1.30000 29.90 Traffic Control Legends, Class 1, Type | | | 1470 703C000 40.000 SQFT| 5.00000 200.00| 5.00000 200.00| 5.00000 200.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1480 703D001 280.000 SQFT| 1.30000 364.00| 1.30000 364.00| 1.30000 364.00 Temporary Traffic Control Markings | | | 1490 705A023 212.000 EACH| 4.00000 848.00| 4.00000 848.00| 6.00000 1272.00 Pavement Markers, Class C, Type 2-D | | | 1500 705A032 396.000 EACH| 5.00000 1980.00| 5.00000 1980.00| 6.00000 2376.00 Pavement Markers, Class A-H, Type 1-B | | | 1510 705A037 67.000 EACH| 5.25000 351.75| 5.25000 351.75| 6.00000 402.00 Pavement Markers, Class A-H, Type 2-D | | | 1520 705A038 141.000 EACH| 5.25000 740.25| 5.25000 740.25| 6.00000 846.00 Pavement Markers, Class A-H, Type 2-E | | | 1530 710A115 86.000 SQFT| 14.00000 1204.00| 21.00000 1806.00| 15.00000 1290.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1540 710B001 140.000 LF | 4.25000 595.00| 6.50000 910.00| 8.00000 1120.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -11 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 08016 |RACON, INC. |W. S. NEWELL, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1550 713A000 25.000 LF | 98.00000 2450.00| 98.00000 2450.00| 98.00000 2450.00 Permanent Barricades | | | 1560 726A000 150.000 LF | 60.00000 9000.00| 50.00000 7500.00| 40.00000 6000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1570 726B000 550.000 LF | 55.00000 30250.00| 50.00000 27500.00| 40.00000 22000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1580 740B000 973.000 SQFT| 7.00000 6811.00| 8.00000 7784.00| 9.00000 8757.00 Construction Signs | | | 1590 740D000 210.000 EACH| 50.00000 10500.00| 30.00000 6300.00| 61.00000 12810.00 Channelizing Drums | | | 1600 740E000 50.000 EACH| 1.00000 50.00| 0.01000 0.50| 16.00000 800.00 Cones (36 Inches High) | | | 1610 740F002 37.000 EACH| 165.00000 6105.00| 235.00000 8695.00| 200.00000 7400.00 Barricades, Type III | | | 1620 740I005 23.000 EACH| 850.00000 19550.00| 500.00000 11500.00| 475.00000 10925.00 Warning Lights, Type B (Detachable Head | | | 1630 740L005 10.000 EACH| 60.00000 600.00| 100.00000 1000.00| 69.00000 690.00 Vertical Panel, Type I (Double-Sided) | | | 1640 740M001 50.000 EACH| 1.00000 50.00| 0.01000 0.50| 9.00000 450.00 Ballast For Cone | | | 1650 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 | $ 15,554,877.13| $ 15,918,038.51| $ 15,933,586.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,554,877.13| $ 15,918,038.51| $ 15,933,586.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -12 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 30002 |( 6 ) 22010 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 594000.00000 594000.00| 899000.00000 899000.00| 636200.00000 636200.00 Clearing & Grubbing (Approximately 397 | | | Acres) | | | 0020 205A001 1.000 EACH| 100.00000 100.00| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 100.00000 100.00| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 100.00000 100.00| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 100.00000 100.00| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 100.00000 100.00| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 100.00000 100.00| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 100.00000 100.00| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 7 | | | 0090 206D000 452.000 LF | 6.00000 2712.00| 9.50000 4294.00| 3.50000 1582.00 Removing Pipe | | | 0100 210A000 4500240.000 CUYD| 1.62000 7290388.80| 1.79000 8055429.60| 1.55000 6975372.00 Unclassified Excavation | | | 0110 214A000 25467.000 CUYD| 6.00000 152802.00| 4.00000 101868.00| 6.50000 165535.50 Structure Excavation | | | 0120 214B001 7298.000 CUYD| 22.50000 164205.00| 25.75000 187923.50| 29.00000 211642.00 Foundation Backfill, Commercial | | | 0130 215A000 357.000 CUYD| 28.00000 9996.00| 44.00000 15708.00| 50.00000 17850.00 Unclassified Bridge Excavation | | | 0140 215B004 LUMP| 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 Cofferdams Or Sheeting And Shoring, Sta | | | 18+13.40, Quinton Rd. | | | 0150 215B005 LUMP| 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 Cofferdams Or Sheeting And Shoring, Sta | | | 17+89.37, Reeder Rd. | | | 0160 230A000 640.000 RBST| 239.00000 152960.00| 425.00000 272000.00| 390.00000 249600.00 Roadbed Processing | | | 0170 301A012 49575.000 SQYD| 5.25000 260268.75| 4.80000 237960.00| 5.25000 260268.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -13 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 30002 |( 6 ) 22010 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 306E000 1.000 EACH| 6800.00000 6800.00| 6500.00000 6500.00| 6800.00000 6800.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0190 401A000 59714.000 SQYD| 0.38000 22691.32| 1.25000 74642.50| 0.35000 20899.90 Bituminous Treatment A | | | 0200 401B107 37220.000 SQYD| 1.57000 58435.40| 1.57000 58435.40| 2.00000 74440.00 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0210 401B108 6527.000 SQYD| 1.47000 9594.69| 0.90000 5874.30| 1.45000 9464.15 Bituminous Treatment G (With Polymer | | | Additive) | | | 0220 405A000 2249.000 GAL | 1.10000 2473.90| 1.25000 2811.25| 1.25000 2811.25 Tack Coat | | | 0230 410C000 1.000 EACH| 3150.00000 3150.00| 4500.00000 4500.00| 3150.00000 3150.00 Contractor Retained Profilograph | | | 0240 424A360 913.000 TON | 38.90000 35515.70| 37.00000 33781.00| 41.00000 37433.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424A369 26.000 TON | 90.00000 2340.00| 85.00000 2210.00| 91.50000 2379.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B651 88.000 TON | 90.00000 7920.00| 60.00000 5280.00| 46.00000 4048.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424B652 3358.000 TON | 30.00000 100740.00| 35.00000 117530.00| 33.50000 112493.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0280 424B662 74.000 TON | 90.00000 6660.00| 45.00000 3330.00| 49.50000 3663.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 430B026 703.000 TON | 25.00000 17575.00| 13.00000 9139.00| 13.00000 9139.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -14 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 30002 |( 6 ) 22010 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 450B000 178.000 SQYD| 65.00000 11570.00| 55.00000 9790.00| 95.00000 16910.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0310 502A000 1355766.000 LB | 0.38000 515191.08| 0.41000 555864.06| 0.45000 610094.70 Steel Reinforcement | | | 0320 502A001 93100.000 LB | 0.45000 41895.00| 0.40000 37240.00| 0.40000 37240.00 Steel Reinforcement (Grade 60) | | | 0330 502B006 LUMP| 41000.00000 41000.00| 31000.00000 31000.00| 34800.00000 34800.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 18+13.40,Quinton Rd,| | | Approximately | | | 0340 502B007 LUMP| 39000.00000 39000.00| 29000.00000 29000.00| 32600.00000 32600.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 17+89.37, Reeder Rd.| | | , Approximately | | | 0350 505G003 40.000 EACH| 80.00000 3200.00| 95.00000 3800.00| 105.00000 4200.00 Pile Points (Type A, 12") | | | 0360 505M002 786.000 LF | 24.00000 18864.00| 25.00000 19650.00| 28.00000 22008.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0370 508A000 11540.000 LB | 2.00000 23080.00| 1.50000 17310.00| 1.70000 19618.00 Structural Steel | | | 0380 510A000 499.000 CUYD| 360.00000 179640.00| 295.00000 147205.00| 332.00000 165668.00 Bridge Substructure Concrete, Class A | | | 0390 510C057 LUMP| 165000.00000 165000.00| 112000.00000 112000.00| 125900.00000 125900.00 Bridge Concrete Superstructure, Sta. | | | 18+13.4, Quinton Rd., Approximately | | | 0400 510C058 LUMP| 155000.00000 155000.00| 108000.00000 108000.00| 122000.00000 122000.00 Bridge Concrete Superstructure, Sta. | | | 17+89.370, Reeder Rd., Approximately | | | 0410 510E000 1961.000 SQYD| 2.00000 3922.00| 2.00000 3922.00| 2.00000 3922.00 Grooving Concrete Bridge Decks | | | 0420 511A001 64.000 EACH| 250.00000 16000.00| 195.00000 12480.00| 220.00000 14080.00 Elastomeric Bearings, Type 2 | | | 0430 513B005 1138.000 LF | 84.00000 95592.00| 125.00000 142250.00| 140.00000 159320.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0440 513B019 1792.000 LF | 102.00000 182784.00| 140.00000 250880.00| 157.00000 281344.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -15 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 30002 |( 6 ) 22010 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 524A011 9776.000 CUYD| 145.00000 1417520.00| 131.00000 1280656.00| 142.00000 1388192.00 Culvert Concrete (Cast In Place) | | | 0460 530A001 6121.000 LF | 19.00000 116299.00| 20.00000 122420.00| 23.00000 140783.00 18" Roadway Pipe (Class 3 R.C.) | | | 0470 530A002 1700.000 LF | 28.00000 47600.00| 29.00000 49300.00| 29.00000 49300.00 24" Roadway Pipe (Class 3 R.C.) | | | 0480 530A003 198.000 LF | 35.00000 6930.00| 39.00000 7722.00| 36.00000 7128.00 30" Roadway Pipe (Class 3 R.C.) | | | 0490 530A004 251.000 LF | 48.00000 12048.00| 49.00000 12299.00| 50.00000 12550.00 36" Roadway Pipe (Class 3 R.C.) | | | 0500 530A006 333.000 LF | 67.00000 22311.00| 72.00000 23976.00| 69.00000 22977.00 48" Roadway Pipe (Class 3 R.C.) | | | 0510 530A007 123.000 LF | 77.00000 9471.00| 88.00000 10824.00| 83.00000 10209.00 54" Roadway Pipe (Class 3 R.C.) | | | 0520 530A024 265.000 LF | 27.00000 7155.00| 31.00000 8215.00| 32.00000 8480.00 24" Roadway Pipe (Class 5 R.C.) | | | 0530 530A025 251.000 LF | 40.00000 10040.00| 42.00000 10542.00| 47.00000 11797.00 30" Roadway Pipe (Class 5 R.C.) | | | 0540 530A026 883.000 LF | 62.00000 54746.00| 56.00000 49448.00| 58.00000 51214.00 36" Roadway Pipe (Class 5 R.C.) | | | 0550 530A028 1225.000 LF | 71.00000 86975.00| 82.00000 100450.00| 75.00000 91875.00 48" Roadway Pipe (Class 5 R.C.) | | | 0560 530A374 272.000 LF | 38.00000 10336.00| 40.00000 10880.00| 34.00000 9248.00 24" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0570 530A375 254.000 LF | 49.00000 12446.00| 51.00000 12954.00| 56.00000 14224.00 30" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0580 530A378 2240.000 LF | 83.00000 185920.00| 97.00000 217280.00| 80.00000 179200.00 48" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0590 530A800 33.000 LF | 30.00000 990.00| 25.00000 825.00| 24.00000 792.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0600 530A914 755.000 LF | 20.00000 15100.00| 22.00000 16610.00| 32.00000 24160.00 18" Roadway Pipe (14 Gauge C.C.S.) | | | 0610 530A915 549.000 LF | 26.00000 14274.00| 28.00000 15372.00| 35.00000 19215.00 24" Roadway Pipe (14 Gauge C.C.S.) | | | 0620 530B001 97.000 LF | 31.00000 3007.00| 39.00000 3783.00| 35.00000 3395.00 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -16 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 30002 |( 6 ) 22010 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 535A001 196.000 LF | 20.00000 3920.00| 20.00000 3920.00| 17.00000 3332.00 18" Side Drain Pipe | | | 0640 600A000 LUMP| 323004.00000 323004.00| 100000.00000 100000.00| 1129560.00000 1129560.00 Mobilization | | | 0650 601A000 1.000 EACH| 7500.00000 7500.00| 8000.00000 8000.00| 4500.00000 4500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0660 602A000 120.000 EACH| 80.00000 9600.00| 90.00000 10800.00| 75.00000 9000.00 Right Of Way Markers | | | 0670 602B000 2.000 EACH| 100.00000 200.00| 90.00000 180.00| 180.00000 360.00 Land Survey Markers | | | 0680 603A002 1.000 EACH| 25000.00000 25000.00| 35000.00000 35000.00| 40000.00000 40000.00 Furnishing Type 3 Field Office | | | 0690 606A000 1000.000 LF | 12.00000 12000.00| 9.50000 9500.00| 10.00000 10000.00 6" Underdrain Pipe | | | 0700 610C001 25051.000 TON | 18.00000 450918.00| 11.00000 275561.00| 25.00000 626275.00 Loose Riprap, Class 2 | | | 0710 610D003 19997.000 SQYD| 2.00000 39994.00| 1.70000 33994.90| 1.00000 19997.00 Filter Blanket, Geotextile | | | 0720 614A000 1623.000 CUYD| 130.00000 210990.00| 145.00000 235335.00| 200.00000 324600.00 Slope Paving | | | 0730 614A001 140.000 CUYD| 225.00000 31500.00| 175.00000 24500.00| 235.00000 32900.00 Slope Paving (Under Bridges) | | | 0740 617A000 11349.000 SQYD| 3.25000 36884.25| 2.00000 22698.00| 2.00000 22698.00 Bituminous Treated Glass Fiber Flumes | | | 0750 619A002 42.000 EACH| 450.00000 18900.00| 650.00000 27300.00| 600.00000 25200.00 18" Roadway Pipe End Treatment, Class 1 | | | 0760 619A003 8.000 EACH| 600.00000 4800.00| 750.00000 6000.00| 650.00000 5200.00 24" Roadway Pipe End Treatment, Class 1 | | | 0770 619A004 7.000 EACH| 700.00000 4900.00| 850.00000 5950.00| 750.00000 5250.00 30" Roadway Pipe End Treatment, Class 1 | | | 0780 619A005 10.000 EACH| 1050.00000 10500.00| 950.00000 9500.00| 900.00000 9000.00 36" Roadway Pipe End Treatment, Class 1 | | | 0790 619A007 14.000 EACH| 1500.00000 21000.00| 1050.00000 14700.00| 1300.00000 18200.00 48" Roadway Pipe End Treatment, Class 1 | | | 0800 619A055 2.000 EACH| 1500.00000 3000.00| 975.00000 1950.00| 1100.00000 2200.00 36" Roadway Pipe End Treatment, Class 2 | | | 0810 619A057 3.000 EACH| 2000.00000 6000.00| 1100.00000 3300.00| 1500.00000 4500.00 48" Roadway Pipe End Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -17 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 30002 |( 6 ) 22010 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 619A058 2.000 EACH| 2200.00000 4400.00| 1250.00000 2500.00| 2250.00000 4500.00 54" Roadway Pipe End Treatment, Class 2 | | | 0830 619A101 10.000 EACH| 450.00000 4500.00| 575.00000 5750.00| 600.00000 6000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0840 619B016 1.000 EACH| 600.00000 600.00| 850.00000 850.00| 800.00000 800.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0850 620A000 5.000 CUYD| 2000.00000 10000.00| 500.00000 2500.00| 750.00000 3750.00 Minor Structure Concrete | | | 0860 621A004 7.000 EACH| 4000.00000 28000.00| 2350.00000 16450.00| 4000.00000 28000.00 Junction Boxes, Type 4 | | | 0870 621A010 11.000 EACH| 2200.00000 24200.00| 2250.00000 24750.00| 3000.00000 33000.00 Junction Boxes, Type 3 | | | 0880 621A058 11.000 EACH| 3000.00000 33000.00| 2650.00000 29150.00| 4000.00000 44000.00 Junction Boxes, Type 3 (Modified) | | | 0890 621B004 6.000 EACH| 850.00000 5100.00| 550.00000 3300.00| 800.00000 4800.00 Junction Box Units, Type 4 | | | 0900 621C005 1.000 EACH| 4000.00000 4000.00| 3800.00000 3800.00| 4000.00000 4000.00 Inlets, Type IJ | | | 0910 621C020 61.000 EACH| 1500.00000 91500.00| 1500.00000 91500.00| 2000.00000 122000.00 Inlets, Type Y | | | 0920 621C027 2.000 EACH| 1400.00000 2800.00| 1425.00000 2850.00| 1750.00000 3500.00 Inlets, Type C | | | 0930 621D002 1.000 EACH| 500.00000 500.00| 450.00000 450.00| 500.00000 500.00 Inlet Units, Type C | | | 0940 621D019 82.000 EACH| 500.00000 41000.00| 450.00000 36900.00| 500.00000 41000.00 Inlet Units, Type Y | | | 0950 621I000 7.000 EACH| 2800.00000 19600.00| 5100.00000 35700.00| 5000.00000 35000.00 Stilling Basins, Type 00 | | | 0960 621I001 6.000 EACH| 5500.00000 33000.00| 6500.00000 39000.00| 7500.00000 45000.00 Stilling Basins, Type 1 | | | 0970 621I003 2.000 EACH| 12000.00000 24000.00| 12450.00000 24900.00| 12500.00000 25000.00 Stilling Basins, Type 3 | | | 0980 621I007 1.000 EACH| 30000.00000 30000.00| 27865.00000 27865.00| 35000.00000 35000.00 Stilling Basins, Type 7 | | | 0990 630A001 3650.000 LF | 10.00000 36500.00| 9.80000 35770.00| 13.25000 48362.50 Steel Beam Guardrail, Class A, Type 2 | | | 1000 630C003 8.000 EACH| 900.00000 7200.00| 950.00000 7600.00| 1050.00000 8400.00 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -18 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 30002 |( 6 ) 22010 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 630C070 24.000 EACH| 1400.00000 33600.00| 1210.00000 29040.00| 1250.00000 30000.00 Guardrail End Anchor, Type 10 Series | | | 1020 635A000 46596.000 LF | 3.10000 144447.60| 3.10000 144447.60| 3.25000 151437.00 Woven Wire Fence | | | 1030 635B001 8.000 EACH| 649.00000 5192.00| 649.00000 5192.00| 515.00000 4120.00 Gate, 14 Feet Wide | | | 1040 637A001 198.000 LF | 4.00000 792.00| 4.00000 792.00| 11.00000 2178.00 Fence Reset (Includes All Types) | | | 1050 640J000 1.000 EACH| 710.00000 710.00| 15000.00000 15000.00| 410.00000 410.00 3/4 Inch Relocate Farm Tap | | | 1060 641A035 1200.000 LF | 18.50000 22200.00| 13.50000 16200.00| 16.80000 20160.00 6 Inch D.I. Water Main Laid | | | 1070 641A046 6320.000 LF | 11.75000 74260.00| 7.40000 46768.00| 4.10000 25912.00 2 Inch P.V.C. Water Main Laid | | | 1080 641A049 510.000 LF | 21.60000 11016.00| 9.40000 4794.00| 5.90000 3009.00 6 Inch P.V.C. Water Main Laid | | | 1090 646A052 1980.000 LF | 15.80000 31284.00| 30.00000 59400.00| 10.00000 19800.00 2 Inch Welded Steel Gas Line Laid | | | 1100 646A054 2420.000 LF | 29.50000 71390.00| 35.00000 84700.00| 15.00000 36300.00 6 Inch Welded Steel Gas Line Laid | | | 1110 649A004 60.000 LF | 65.00000 3900.00| 32.00000 1920.00| 18.05000 1083.00 6 Inch Encasement Pipe, Type 1 | | | Installation | | | 1120 649A005 230.000 LF | 55.00000 12650.00| 110.00000 25300.00| 19.26000 4429.80 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 1130 649A006 523.000 LF | 60.00000 31380.00| 58.00000 30334.00| 20.86000 10909.78 10 Inch Encasement Pipe, Type 1 | | | Installation | | | 1140 649A013 180.000 LF | 55.00000 9900.00| 57.50000 10350.00| 22.00000 3960.00 8 Inch Encasement Pipe, Type 1A | | | Installation | | | 1150 649A043 550.000 LF | 131.00000 72050.00| 44.00000 24200.00| 28.00000 15400.00 18 Inch Encasement Pipe, Type 1 | | | Installation | | | 1160 649A044 410.000 LF | 111.00000 45510.00| 35.20000 14432.00| 31.00000 12710.00 18 Inch Encasement Pipe, Type 1A | | | Installation | | | 1170 650B000 113084.000 CUYD| 1.50000 169626.00| 1.50000 169626.00| 1.00000 113084.00 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -19 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 30002 |( 6 ) 22010 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 652A050 213.000 ACRE| 450.00000 95850.00| 485.00000 103305.00| 485.00000 103305.00 Seeding (Mix 1A) | | | 1190 652A053 38.000 ACRE| 550.00000 20900.00| 485.00000 18430.00| 485.00000 18430.00 Seeding (Mix 1E) | | | 1200 652B050 213.000 ACRE| 400.00000 85200.00| 425.00000 90525.00| 480.00000 102240.00 Temporary Seeding (Mix 1AT) | | | 1210 652C000 250.000 ACRE| 40.00000 10000.00| 33.00000 8250.00| 33.00000 8250.00 Mowing | | | 1220 652D050 213.000 ACRE| 475.00000 101175.00| 400.00000 85200.00| 450.00000 95850.00 Seeding In Stubble (Mix 1A) | | | 1230 654A001 2733.000 SQYD| 3.25000 8882.25| 3.25000 8882.25| 3.25000 8882.25 Solid Sodding (Bermuda) | | | 1240 656A000 426.000 ACRE| 400.00000 170400.00| 395.00000 168270.00| 395.00000 168270.00 Mulching, Class A, Type 1 | | | 1250 656A001 38.000 ACRE| 400.00000 15200.00| 400.00000 15200.00| 400.00000 15200.00 Mulching, Class A, Type 2 | | | 1260 658A001 19.000 ACRE| 1000.00000 19000.00| 1500.00000 28500.00| 1500.00000 28500.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1270 659A000 2000.000 SQYD| 2.00000 4000.00| 2.00000 4000.00| 2.00000 4000.00 Erosion Control Netting, Class A | | | 1280 659A001 11536.000 SQYD| 2.00000 23072.00| 2.00000 23072.00| 2.00000 23072.00 Erosion Control Netting, Class B | | | 1290 665A000 100.000 ACRE| 300.00000 30000.00| 300.00000 30000.00| 335.00000 33500.00 Temporary Seeding | | | 1300 665B000 100.000 ACRE| 325.00000 32500.00| 300.00000 30000.00| 335.00000 33500.00 Temporary Mulching | | | 1310 665C000 100.000 LF | 12.00000 1200.00| 15.00000 1500.00| 17.00000 1700.00 15" Temporary Pipe | | | 1320 665F000 5113.000 EACH| 5.00000 25565.00| 6.00000 30678.00| 8.50000 43460.50 Hay Bales | | | 1330 665G000 600.000 EACH| 2.00000 1200.00| 1.50000 900.00| 20.00000 12000.00 Sand Bags | | | 1340 665I000 1632.000 TON | 14.00000 22848.00| 19.00000 31008.00| 30.00000 48960.00 Temporary Riprap, Class 2 | | | 1350 665J000 112594.000 LF | 1.00000 112594.00| 3.50000 394079.00| 2.50000 281485.00 Silt Fence, Type A | | | 1360 665K000 240.000 CUYD| 10.00000 2400.00| 5.00000 1200.00| 15.00000 3600.00 Drainage Sump Excavation | | | 1370 665L000 272.000 LF | 25.00000 6800.00| 20.00000 5440.00| 15.00000 4080.00 Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -20 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 30002 |( 6 ) 22010 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 666A001 250.000 ACRE| 30.00000 7500.00| 5.00000 1250.00| 35.00000 8750.00 Pest Control Treatment | | | 1390 680A000 LUMP| 289000.00000 289000.00| 241000.00000 241000.00| 280000.00000 280000.00 Engineering Controls | | | 1400 701A004 5.000 MILE| 400.00000 2000.00| 350.00000 1750.00| 650.00000 3250.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1410 701A012 6.000 MILE| 200.00000 1200.00| 330.00000 1980.00| 650.00000 3900.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1420 701B000 180.000 LF | 4.00000 720.00| 0.35000 63.00| 0.16000 28.80 Dotted Class 1, Type A Traffic Stripe | | | 1430 701C001 9.000 MILE| 500.00000 4500.00| 400.00000 3600.00| 650.00000 5850.00 Solid Temporary Traffic Stripe | | | 1440 701D007 2.000 MILE| 500.00000 1000.00| 1500.00000 3000.00| 2500.00000 5000.00 Solid Traffic Stripe Removed (Paint) | | | 1450 703A000 2710.000 SQFT| 3.00000 8130.00| 1.30000 3523.00| 0.58000 1571.80 Traffic Control Markings, Class 1, Type | | | A | | | 1460 703B000 23.000 SQFT| 3.00000 69.00| 1.30000 29.90| 0.58000 13.34 Traffic Control Legends, Class 1, Type | | | 1470 703C000 40.000 SQFT| 6.00000 240.00| 5.00000 200.00| 2.38000 95.20 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1480 703D001 280.000 SQFT| 10.00000 2800.00| 1.30000 364.00| 0.58000 162.40 Temporary Traffic Control Markings | | | 1490 705A023 212.000 EACH| 6.25000 1325.00| 4.00000 848.00| 5.00000 1060.00 Pavement Markers, Class C, Type 2-D | | | 1500 705A032 396.000 EACH| 6.25000 2475.00| 5.00000 1980.00| 5.00000 1980.00 Pavement Markers, Class A-H, Type 1-B | | | 1510 705A037 67.000 EACH| 6.25000 418.75| 5.25000 351.75| 5.00000 335.00 Pavement Markers, Class A-H, Type 2-D | | | 1520 705A038 141.000 EACH| 6.25000 881.25| 5.25000 740.25| 5.00000 705.00 Pavement Markers, Class A-H, Type 2-E | | | 1530 710A115 86.000 SQFT| 14.00000 1204.00| 15.80000 1358.80| 14.00000 1204.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1540 710B001 140.000 LF | 4.00000 560.00| 4.75000 665.00| 4.25000 595.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -21 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 30002 |( 6 ) 22010 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1550 713A000 25.000 LF | 120.00000 3000.00| 98.00000 2450.00| 55.00000 1375.00 Permanent Barricades | | | 1560 726A000 150.000 LF | 35.00000 5250.00| 35.00000 5250.00| 35.00000 5250.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1570 726B000 550.000 LF | 35.00000 19250.00| 35.00000 19250.00| 40.00000 22000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1580 740B000 973.000 SQFT| 14.00000 13622.00| 8.43000 8202.39| 8.00000 7784.00 Construction Signs | | | 1590 740D000 210.000 EACH| 55.00000 11550.00| 61.05000 12820.50| 60.00000 12600.00 Channelizing Drums | | | 1600 740E000 50.000 EACH| 15.00000 750.00| 15.79000 789.50| 15.00000 750.00 Cones (36 Inches High) | | | 1610 740F002 37.000 EACH| 250.00000 9250.00| 200.00000 7400.00| 200.00000 7400.00 Barricades, Type III | | | 1620 740I005 23.000 EACH| 400.00000 9200.00| 473.70000 10895.10| 1000.00000 23000.00 Warning Lights, Type B (Detachable Head | | | 1630 740L005 10.000 EACH| 110.00000 1100.00| 68.42000 684.20| 70.00000 700.00 Vertical Panel, Type I (Double-Sided) | | | 1640 740M001 50.000 EACH| 4.00000 200.00| 8.43000 421.50| 12.00000 600.00 Ballast For Cone | | | 1650 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 | $ 15,978,035.74| $ 16,852,041.25| $ 17,178,554.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,978,035.74| $ 16,852,041.25| $ 17,178,554.62 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -22 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07014 |( ) |( ) |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 1568000.00000 1568000.00| | Clearing & Grubbing (Approximately 397 | | | Acres) | | | 0020 205A001 1.000 EACH| 1.00000 1.00| | Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1.00000 1.00| | Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1.00000 1.00| | Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 1.00000 1.00| | Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 1.00000 1.00| | Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 1.00000 1.00| | Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 1.00000 1.00| | Removal Of Structures, Structure No. 7 | | | 0090 206D000 452.000 LF | 10.00000 4520.00| | Removing Pipe | | | 0100 210A000 4500240.000 CUYD| 1.59000 7155381.60| | Unclassified Excavation | | | 0110 214A000 25467.000 CUYD| 5.75000 146435.25| | Structure Excavation | | | 0120 214B001 7298.000 CUYD| 26.00000 189748.00| | Foundation Backfill, Commercial | | | 0130 215A000 357.000 CUYD| 40.00000 14280.00| | Unclassified Bridge Excavation | | | 0140 215B004 LUMP| 6750.00000 6750.00| | Cofferdams Or Sheeting And Shoring, Sta | | | 18+13.40, Quinton Rd. | | | 0150 215B005 LUMP| 6750.00000 6750.00| | Cofferdams Or Sheeting And Shoring, Sta | | | 17+89.37, Reeder Rd. | | | 0160 230A000 640.000 RBST| 510.00000 326400.00| | Roadbed Processing | | | 0170 301A012 49575.000 SQYD| 4.75000 235481.25| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -23 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07014 |( ) |( ) |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 306E000 1.000 EACH| 6800.00000 6800.00| | State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0190 401A000 59714.000 SQYD| 0.38000 22691.32| | Bituminous Treatment A | | | 0200 401B107 37220.000 SQYD| 1.97000 73323.40| | Bituminous Treatment KG (With Polymer | | | Additive) | | | 0210 401B108 6527.000 SQYD| 1.42000 9268.34| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0220 405A000 2249.000 GAL | 1.10000 2473.90| | Tack Coat | | | 0230 410C000 1.000 EACH| 3150.00000 3150.00| | Contractor Retained Profilograph | | | 0240 424A360 913.000 TON | 38.90000 35515.70| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424A369 26.000 TON | 90.00000 2340.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B651 88.000 TON | 90.00000 7920.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424B652 3358.000 TON | 30.00000 100740.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0280 424B662 74.000 TON | 90.00000 6660.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 430B026 703.000 TON | 20.00000 14060.00| | Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -24 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07014 |( ) |( ) |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 450B000 178.000 SQYD| 50.00000 8900.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0310 502A000 1355766.000 LB | 0.38000 515191.08| | Steel Reinforcement | | | 0320 502A001 93100.000 LB | 0.45000 41895.00| | Steel Reinforcement (Grade 60) | | | 0330 502B006 LUMP| 55000.00000 55000.00| | Steel Reinforcement For Bridge | | | Superstructure Sta. 18+13.40,Quinton Rd,| | | Approximately | | | 0340 502B007 LUMP| 51500.00000 51500.00| | Steel Reinforcement For Bridge | | | Superstructure Sta. 17+89.37, Reeder Rd.| | | , Approximately | | | 0350 505G003 40.000 EACH| 88.00000 3520.00| | Pile Points (Type A, 12") | | | 0360 505M002 786.000 LF | 35.00000 27510.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0370 508A000 11540.000 LB | 2.00000 23080.00| | Structural Steel | | | 0380 510A000 499.000 CUYD| 275.00000 137225.00| | Bridge Substructure Concrete, Class A | | | 0390 510C057 LUMP| 155000.00000 155000.00| | Bridge Concrete Superstructure, Sta. | | | 18+13.4, Quinton Rd., Approximately | | | 0400 510C058 LUMP| 145000.00000 145000.00| | Bridge Concrete Superstructure, Sta. | | | 17+89.370, Reeder Rd., Approximately | | | 0410 510E000 1961.000 SQYD| 2.00000 3922.00| | Grooving Concrete Bridge Decks | | | 0420 511A001 64.000 EACH| 170.00000 10880.00| | Elastomeric Bearings, Type 2 | | | 0430 513B005 1138.000 LF | 105.00000 119490.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0440 513B019 1792.000 LF | 130.00000 232960.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -25 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07014 |( ) |( ) |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 524A011 9776.000 CUYD| 158.00000 1544608.00| | Culvert Concrete (Cast In Place) | | | 0460 530A001 6121.000 LF | 18.00000 110178.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0470 530A002 1700.000 LF | 24.00000 40800.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0480 530A003 198.000 LF | 30.00000 5940.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0490 530A004 251.000 LF | 39.00000 9789.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0500 530A006 333.000 LF | 56.00000 18648.00| | 48" Roadway Pipe (Class 3 R.C.) | | | 0510 530A007 123.000 LF | 69.00000 8487.00| | 54" Roadway Pipe (Class 3 R.C.) | | | 0520 530A024 265.000 LF | 26.00000 6890.00| | 24" Roadway Pipe (Class 5 R.C.) | | | 0530 530A025 251.000 LF | 40.00000 10040.00| | 30" Roadway Pipe (Class 5 R.C.) | | | 0540 530A026 883.000 LF | 51.00000 45033.00| | 36" Roadway Pipe (Class 5 R.C.) | | | 0550 530A028 1225.000 LF | 63.00000 77175.00| | 48" Roadway Pipe (Class 5 R.C.) | | | 0560 530A374 272.000 LF | 26.00000 7072.00| | 24" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0570 530A375 254.000 LF | 34.00000 8636.00| | 30" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0580 530A378 2240.000 LF | 65.00000 145600.00| | 48" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0590 530A800 33.000 LF | 20.00000 660.00| | 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0600 530A914 755.000 LF | 18.00000 13590.00| | 18" Roadway Pipe (14 Gauge C.C.S.) | | | 0610 530A915 549.000 LF | 21.00000 11529.00| | 24" Roadway Pipe (14 Gauge C.C.S.) | | | 0620 530B001 97.000 LF | 28.00000 2716.00| | 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -26 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07014 |( ) |( ) |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 535A001 196.000 LF | 16.00000 3136.00| | 18" Side Drain Pipe | | | 0640 600A000 LUMP| 538000.00000 538000.00| | Mobilization | | | 0650 601A000 1.000 EACH| 7500.00000 7500.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0660 602A000 120.000 EACH| 75.00000 9000.00| | Right Of Way Markers | | | 0670 602B000 2.000 EACH| 175.00000 350.00| | Land Survey Markers | | | 0680 603A002 1.000 EACH| 30000.00000 30000.00| | Furnishing Type 3 Field Office | | | 0690 606A000 1000.000 LF | 10.00000 10000.00| | 6" Underdrain Pipe | | | 0700 610C001 25051.000 TON | 18.00000 450918.00| | Loose Riprap, Class 2 | | | 0710 610D003 19997.000 SQYD| 1.70000 33994.90| | Filter Blanket, Geotextile | | | 0720 614A000 1623.000 CUYD| 200.00000 324600.00| | Slope Paving | | | 0730 614A001 140.000 CUYD| 215.00000 30100.00| | Slope Paving (Under Bridges) | | | 0740 617A000 11349.000 SQYD| 2.00000 22698.00| | Bituminous Treated Glass Fiber Flumes | | | 0750 619A002 42.000 EACH| 400.00000 16800.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0760 619A003 8.000 EACH| 465.00000 3720.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0770 619A004 7.000 EACH| 625.00000 4375.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0780 619A005 10.000 EACH| 800.00000 8000.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0790 619A007 14.000 EACH| 1300.00000 18200.00| | 48" Roadway Pipe End Treatment, Class 1 | | | 0800 619A055 2.000 EACH| 1300.00000 2600.00| | 36" Roadway Pipe End Treatment, Class 2 | | | 0810 619A057 3.000 EACH| 1900.00000 5700.00| | 48" Roadway Pipe End Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -27 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07014 |( ) |( ) |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 619A058 2.000 EACH| 2400.00000 4800.00| | 54" Roadway Pipe End Treatment, Class 2 | | | 0830 619A101 10.000 EACH| 400.00000 4000.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0840 619B016 1.000 EACH| 460.00000 460.00| | 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0850 620A000 5.000 CUYD| 500.00000 2500.00| | Minor Structure Concrete | | | 0860 621A004 7.000 EACH| 2000.00000 14000.00| | Junction Boxes, Type 4 | | | 0870 621A010 11.000 EACH| 700.00000 7700.00| | Junction Boxes, Type 3 | | | 0880 621A058 11.000 EACH| 800.00000 8800.00| | Junction Boxes, Type 3 (Modified) | | | 0890 621B004 6.000 EACH| 700.00000 4200.00| | Junction Box Units, Type 4 | | | 0900 621C005 1.000 EACH| 1500.00000 1500.00| | Inlets, Type IJ | | | 0910 621C020 61.000 EACH| 1500.00000 91500.00| | Inlets, Type Y | | | 0920 621C027 2.000 EACH| 1250.00000 2500.00| | Inlets, Type C | | | 0930 621D002 1.000 EACH| 450.00000 450.00| | Inlet Units, Type C | | | 0940 621D019 82.000 EACH| 400.00000 32800.00| | Inlet Units, Type Y | | | 0950 621I000 7.000 EACH| 3500.00000 24500.00| | Stilling Basins, Type 00 | | | 0960 621I001 6.000 EACH| 4500.00000 27000.00| | Stilling Basins, Type 1 | | | 0970 621I003 2.000 EACH| 6500.00000 13000.00| | Stilling Basins, Type 3 | | | 0980 621I007 1.000 EACH| 24000.00000 24000.00| | Stilling Basins, Type 7 | | | 0990 630A001 3650.000 LF | 9.80000 35770.00| | Steel Beam Guardrail, Class A, Type 2 | | | 1000 630C003 8.000 EACH| 950.00000 7600.00| | Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -28 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07014 |( ) |( ) |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 630C070 24.000 EACH| 1210.00000 29040.00| | Guardrail End Anchor, Type 10 Series | | | 1020 635A000 46596.000 LF | 3.10000 144447.60| | Woven Wire Fence | | | 1030 635B001 8.000 EACH| 649.00000 5192.00| | Gate, 14 Feet Wide | | | 1040 637A001 198.000 LF | 4.00000 792.00| | Fence Reset (Includes All Types) | | | 1050 640J000 1.000 EACH| 410.00000 410.00| | 3/4 Inch Relocate Farm Tap | | | 1060 641A035 1200.000 LF | 16.80000 20160.00| | 6 Inch D.I. Water Main Laid | | | 1070 641A046 6320.000 LF | 4.10000 25912.00| | 2 Inch P.V.C. Water Main Laid | | | 1080 641A049 510.000 LF | 5.90000 3009.00| | 6 Inch P.V.C. Water Main Laid | | | 1090 646A052 1980.000 LF | 15.80000 31284.00| | 2 Inch Welded Steel Gas Line Laid | | | 1100 646A054 2420.000 LF | 29.50000 71390.00| | 6 Inch Welded Steel Gas Line Laid | | | 1110 649A004 60.000 LF | 18.05000 1083.00| | 6 Inch Encasement Pipe, Type 1 | | | Installation | | | 1120 649A005 230.000 LF | 19.26000 4429.80| | 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 1130 649A006 523.000 LF | 20.86000 10909.78| | 10 Inch Encasement Pipe, Type 1 | | | Installation | | | 1140 649A013 180.000 LF | 22.00000 3960.00| | 8 Inch Encasement Pipe, Type 1A | | | Installation | | | 1150 649A043 550.000 LF | 28.00000 15400.00| | 18 Inch Encasement Pipe, Type 1 | | | Installation | | | 1160 649A044 410.000 LF | 31.00000 12710.00| | 18 Inch Encasement Pipe, Type 1A | | | Installation | | | 1170 650B000 113084.000 CUYD| 1.65000 186588.60| | Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -29 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07014 |( ) |( ) |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 652A050 213.000 ACRE| 485.00000 103305.00| | Seeding (Mix 1A) | | | 1190 652A053 38.000 ACRE| 485.00000 18430.00| | Seeding (Mix 1E) | | | 1200 652B050 213.000 ACRE| 425.00000 90525.00| | Temporary Seeding (Mix 1AT) | | | 1210 652C000 250.000 ACRE| 33.00000 8250.00| | Mowing | | | 1220 652D050 213.000 ACRE| 400.00000 85200.00| | Seeding In Stubble (Mix 1A) | | | 1230 654A001 2733.000 SQYD| 3.25000 8882.25| | Solid Sodding (Bermuda) | | | 1240 656A000 426.000 ACRE| 395.00000 168270.00| | Mulching, Class A, Type 1 | | | 1250 656A001 38.000 ACRE| 400.00000 15200.00| | Mulching, Class A, Type 2 | | | 1260 658A001 19.000 ACRE| 1500.00000 28500.00| | Hydro-Seeding & Mulching (Mix 1E) | | | 1270 659A000 2000.000 SQYD| 2.00000 4000.00| | Erosion Control Netting, Class A | | | 1280 659A001 11536.000 SQYD| 2.00000 23072.00| | Erosion Control Netting, Class B | | | 1290 665A000 100.000 ACRE| 300.00000 30000.00| | Temporary Seeding | | | 1300 665B000 100.000 ACRE| 300.00000 30000.00| | Temporary Mulching | | | 1310 665C000 100.000 LF | 12.00000 1200.00| | 15" Temporary Pipe | | | 1320 665F000 5113.000 EACH| 6.00000 30678.00| | Hay Bales | | | 1330 665G000 600.000 EACH| 10.00000 6000.00| | Sand Bags | | | 1340 665I000 1632.000 TON | 18.00000 29376.00| | Temporary Riprap, Class 2 | | | 1350 665J000 112594.000 LF | 2.32000 261218.08| | Silt Fence, Type A | | | 1360 665K000 240.000 CUYD| 4.50000 1080.00| | Drainage Sump Excavation | | | 1370 665L000 272.000 LF | 20.00000 5440.00| | Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -30 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07014 |( ) |( ) |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 666A001 250.000 ACRE| 12.00000 3000.00| | Pest Control Treatment | | | 1390 680A000 LUMP| 267250.00000 267250.00| | Engineering Controls | | | 1400 701A004 5.000 MILE| 350.00000 1750.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 1410 701A012 6.000 MILE| 330.00000 1980.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1420 701B000 180.000 LF | 0.35000 63.00| | Dotted Class 1, Type A Traffic Stripe | | | 1430 701C001 9.000 MILE| 400.00000 3600.00| | Solid Temporary Traffic Stripe | | | 1440 701D007 2.000 MILE| 1500.00000 3000.00| | Solid Traffic Stripe Removed (Paint) | | | 1450 703A000 2710.000 SQFT| 1.30000 3523.00| | Traffic Control Markings, Class 1, Type | | | A | | | 1460 703B000 23.000 SQFT| 1.30000 29.90| | Traffic Control Legends, Class 1, Type | | | 1470 703C000 40.000 SQFT| 5.00000 200.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1480 703D001 280.000 SQFT| 1.30000 364.00| | Temporary Traffic Control Markings | | | 1490 705A023 212.000 EACH| 4.00000 848.00| | Pavement Markers, Class C, Type 2-D | | | 1500 705A032 396.000 EACH| 5.00000 1980.00| | Pavement Markers, Class A-H, Type 1-B | | | 1510 705A037 67.000 EACH| 5.25000 351.75| | Pavement Markers, Class A-H, Type 2-D | | | 1520 705A038 141.000 EACH| 5.25000 740.25| | Pavement Markers, Class A-H, Type 2-E | | | 1530 710A115 86.000 SQFT| 15.00000 1290.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1540 710B001 140.000 LF | 5.00000 700.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 009 -31 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020329009 COUNTIES : WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07014 |( ) |( ) |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1550 713A000 25.000 LF | 120.00000 3000.00| | Permanent Barricades | | | 1560 726A000 150.000 LF | 30.00000 4500.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1570 726B000 550.000 LF | 30.00000 16500.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1580 740B000 973.000 SQFT| 8.00000 7784.00| | Construction Signs | | | 1590 740D000 210.000 EACH| 60.00000 12600.00| | Channelizing Drums | | | 1600 740E000 50.000 EACH| 10.00000 500.00| | Cones (36 Inches High) | | | 1610 740F002 37.000 EACH| 210.00000 7770.00| | Barricades, Type III | | | 1620 740I005 23.000 EACH| 850.00000 19550.00| | Warning Lights, Type B (Detachable Head | | | 1630 740L005 10.000 EACH| 60.00000 600.00| | Vertical Panel, Type I (Double-Sided) | | | 1640 740M001 50.000 EACH| 7.00000 350.00| | Ballast For Cone | | | 1650 999 000 6000.000 HOUR| 0.80000 4800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 17,247,899.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,247,899.75| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-8510(8) for constructing the Grade, Drainage, Pavement, Signing, Signals and Bridges on the Memorial Parkway Frontage Roads from north of Oakwood Avenue to north of Sparkman Drive in Huntsville. Length 2.469 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 9,856,428.54 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 10,398,322.80 105.4979% 3 19010 SHELBY CONTRACTING CO., INC. $ 10,600,777.12 107.5519% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |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 201A000M LUMP| 94263.76000 94263.76| 300000.00000 300000.00| 310100.00000 310100.00 Clearing & Grubbing (Approximately 14 | | | Hectares) | | | 0020 206A000M LUMP| 21328.12000 21328.12| 50000.00000 50000.00| 25300.00000 25300.00 Removal Of Old Bridge, Station 24+35.4 | | | LT. N.B.F.R. | | | 0030 206A001M LUMP| 21328.12000 21328.12| 50000.00000 50000.00| 25300.00000 25300.00 Removal Of Old Bridge, Station 24+51.0 | | | RT. S.B.F.R. | | | 0040 206A050M LUMP| 18900.00000 18900.00| 50000.00000 50000.00| 19800.00000 19800.00 Removal Of Old Bridge, Station 2+54.286 | | | SPARKMAN DR. (Partial) | | | 0050 206B000M LUMP| 9391.86000 9391.86| 14000.00000 14000.00| 19500.00000 19500.00 Removal Of Old Box Culvert, Station | | | 26+63 MEMORIAL PKWY | | | 0060 206C000M 333.000 M2 | 6.04000 2011.32| 6.00000 1998.00| 8.00000 2664.00 Removing Concrete Sidewalk | | | 0070 206C002M 2119.000 M2 | 5.73000 12141.87| 3.70000 7840.30| 6.00000 12714.00 Removing Concrete Slope Paving | | | 0080 206C003M 182.000 M2 | 8.84000 1608.88| 3.80000 691.60| 6.50000 1183.00 Removing Concrete Flumes | | | 0090 206C010M 1831.000 M2 | 3.51000 6426.81| 4.60000 8422.60| 6.00000 10986.00 Removing Concrete Driveway | | | 0100 206D000M 2288.000 M | 21.16000 48414.08| 49.00000 112112.00| 14.80000 33862.40 Removing Pipe | | | 0110 206D001M 139.000 M | 0.53000 73.67| 16.00000 2224.00| 13.75000 1911.25 Removing Guardrail | | | 0120 206D002M 2371.000 M | 5.36000 12708.56| 10.00000 23710.00| 14.00000 33194.00 Removing Curb | | | 0130 206D003M 2376.000 M | 5.37000 12759.12| 10.00000 23760.00| 12.46000 29604.96 Removing Curb And Gutter | | | 0140 206D005M 287.000 M | 5.36000 1538.32| 10.00000 2870.00| 11.48000 3294.76 Removing Gutter | | | 0150 206D008M 76.000 M | 118.51000 9006.76| 110.00000 8360.00| 62.54000 4753.04 Removing Retaining Wall | | | 0160 206E000M 22.000 EACH| 32.75000 720.50| 300.00000 6600.00| 500.00000 11000.00 Removing Headwalls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 206E001M 64.000 EACH| 159.84000 10229.76| 250.00000 16000.00| 700.00000 44800.00 Removing Inlets | | | 0180 206E002M 7.000 EACH| 178.16000 1247.12| 200.00000 1400.00| 700.00000 4900.00 Removing Junction Boxes | | | 0190 206E008M 5.000 EACH| 52.50000 262.50| 110.00000 550.00| 105.00000 525.00 Removing Guardrail End Anchor (All Type | | | 0200 210A000M 31526.000 M3 | 11.17000 352145.42| 6.00000 189156.00| 5.23000 164880.98 Unclassified Excavation | | | 0210 210D000M 1000.000 M3 | 12.49000 12490.00| 20.00000 20000.00| 8.50000 8500.00 Borrow Excavation | | | 0220 214A000M 18304.000 M3 | 0.01000 183.04| 7.00000 128128.00| 10.25000 187616.00 Structure Excavation | | | 0230 214B001M 2849.000 M3 | 10.32000 29401.68| 36.00000 102564.00| 32.70000 93162.30 Foundation Backfill, Commercial | | | 0240 215A000M 133.000 M3 | 33.60000 4468.80| 37.00000 4921.00| 35.20000 4681.60 Unclassified Bridge Excavation | | | 0250 215B000M LUMP| 9450.00000 9450.00| 10000.00000 10000.00| 9900.00000 9900.00 Cofferdams Or Sheeting And Shoring, STA | | | 24+53.0 (SBFR) | | | 0260 215B001M LUMP| 9450.00000 9450.00| 10000.00000 10000.00| 9900.00000 9900.00 Cofferdams Or Sheeting And Shoring, STA | | | . 24+53.0 (NBFR) | | | 0270 231B002M 8646.000 MTON| 16.38000 141621.48| 22.00000 190212.00| 11.17000 96575.82 Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0280 301A004M 7354.000 M2 | 4.29000 31548.66| 5.00000 36770.00| 3.68000 27062.72 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0290 301A012M 59868.000 M2 | 4.43000 265215.24| 5.70000 341247.60| 5.27000 315504.36 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0300 301A015M 46.000 M2 | 18.18000 836.28| 45.00000 2070.00| 7.24000 333.04 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 170mm Compacted Thickness | | | 0310 306E000M 1.000 EACH| 7009.98000 7009.98| 13000.00000 13000.00| 5800.00000 5800.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal Of Existing Device) | | | 0320 401A000M 50134.000 M2 | 0.87000 43616.58| 1.05000 52640.70| 0.45000 22560.30 Bituminous Treatment A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 405A000M 17278.000 L | 0.38000 6565.64| 0.50000 8639.00| 0.40000 6911.20 Tack Coat | | | 0340 408A051M 4842.000 M2 | 1.59000 7698.78| 1.90000 9199.80| 1.20000 5810.40 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0350 410B000M 1.000 EACH| 2773.00000 2773.00| 3500.00000 3500.00| 750.00000 750.00 State Furnished Profilograph | | | 0360 424A360M 4844.000 MTON| 46.03000 222969.32| 57.00000 276108.00| 48.78000 236290.32 Superpave Bituminous Concrete Wearing | | | Surface Layer,12.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0370 424A366M 500.000 MTON| 51.43000 25715.00| 61.00000 30500.00| 43.22000 21610.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,12.5mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0380 424B651M 8948.000 MTON| 37.58000 336265.84| 45.00000 402660.00| 38.94000 348435.12 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0390 424B655M 380.000 MTON| 90.73000 34477.40| 100.00000 38000.00| 38.94000 14797.20 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0400 424C360M 482.000 MTON| 41.02000 19771.64| 51.00000 24582.00| 38.94000 18769.08 Superpave Bituminous Concrete Base | | | Layer, 25mm Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0410 424C361M 9046.000 MTON| 37.43000 338591.78| 45.00000 407070.00| 38.94000 352251.24 Superpave Bituminous Concrete Base | | | Layer, 37.5mm Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0420 430B035M 6300.000 MTON| 14.86000 93618.00| 15.00000 94500.00| 15.43000 97209.00 Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0430 450B000M 258.000 M2 | 66.15000 17066.70| 75.00000 19350.00| 69.30000 17879.40 Reinforced Cement Concrete Bridge End | | | Slab | | | 0440 502A000M 67152.000 KG | 1.21000 81253.92| 1.35000 90655.20| 1.27000 85283.04 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 502B000M LUMP| 14700.00000 14700.00| 16000.00000 16000.00| 15400.00000 15400.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 2+54.286 | | | 0460 502B001M LUMP| 24150.00000 24150.00| 27000.00000 27000.00| 25300.00000 25300.00 Steel Reinforcement For Bridge | | | Superstructure , STA. 24+53.0, APPROX. | | | 26284 KG (SBFR) | | | 0470 502B002M LUMP| 23100.00000 23100.00| 26000.00000 26000.00| 24200.00000 24200.00 Steel Reinforcement For Bridge | | | Superstructure , STA.24+53.0 APPROX. | | | 24877 KG (NBFR) | | | 0480 505G003M 120.000 EACH| 105.00000 12600.00| 115.00000 13800.00| 110.00000 13200.00 Pile Points (Type A, 310 mm) | | | 0490 505G004M 12.000 EACH| 147.00000 1764.00| 160.00000 1920.00| 154.00000 1848.00 Pile Points (Type A, 360 mm) | | | 0500 505M002M 2594.000 M | 66.15000 171593.10| 74.00000 191956.00| 69.30000 179764.20 Steel Piling Furnished And Driven (HP | | | 310 x 79) | | | 0510 505M005M 354.000 M | 68.25000 24160.50| 77.00000 27258.00| 71.50000 25311.00 Steel Piling Furnished And Driven(HP | | | 360x108) | | | 0520 508A000M 9464.000 KG | 3.15000 29811.60| 3.50000 33124.00| 3.30000 31231.20 Structural Steel | | | 0530 510A000M 362.000 M3 | 441.00000 159642.00| 475.00000 171950.00| 462.00000 167244.00 Bridge Substructure Concrete, Class A | | | 0540 510C051M LUMP| 66150.00000 66150.00| 74000.00000 74000.00| 69300.00000 69300.00 Bridge Concrete Superstructure, , STA. | | | 2+54.286, APPROX 91 CU METER | | | 0550 510C052M LUMP| 97650.00000 97650.00| 110000.00000 110000.00| 102300.00000 102300.00 Bridge Concrete Superstructure, , STA. | | | 24+53.0. APPROX. 173 CU METER | | | 0560 510C053M LUMP| 92400.00000 92400.00| 104000.00000 104000.00| 96800.00000 96800.00 Bridge Concrete Superstructure, , STA. | | | 24+53.0 APPROX. 152 CU METER | | | 0570 510E000M 1065.000 M2 | 2.94000 3131.10| 3.30000 3514.50| 3.08000 3280.20 Grooving Concrete Bridge Decks | | | 0580 511A001M 100.000 EACH| 120.75000 12075.00| 135.00000 13500.00| 126.50000 12650.00 Elastomeric Bearings, Type 2 | | | 0590 513B004M 175.000 M | 243.60000 42630.00| 275.00000 48125.00| 255.20000 44660.00 Pretensioned-Prestressed Concrete | | | Girders, Type IIM (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 513B005M 205.000 M | 353.85000 72539.25| 390.00000 79950.00| 370.70000 75993.50 Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0610 513B010M 171.000 M | 231.00000 39501.00| 260.00000 44460.00| 242.00000 41382.00 Pretensioned-Prestressed Concrete | | | Girders, Type 1M (Modified), (Specialty | | | Item) | | | 0620 513B015M 147.000 M | 378.00000 55566.00| 420.00000 61740.00| 396.00000 58212.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-1370 (Specialty Item) | | | 0630 524A010M 255.000 M3 | 367.50000 93712.50| 415.00000 105825.00| 385.00000 98175.00 Culvert Concrete | | | 0640 524B011M 70.000 M3 | 595.35000 41674.50| 670.00000 46900.00| 624.00000 43680.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0650 529A001M 166.000 M2 | 420.00000 69720.00| 474.00000 78684.00| 440.00000 73040.00 Concrete Retaining Wall | | | 0660 530A001M 2182.000 M | 130.31000 284336.42| 86.00000 187652.00| 55.10000 120228.20 450 mm Roadway Pipe (Class 3 R.C.) | | | 0670 530A002M 1256.000 M | 139.02000 174609.12| 100.00000 125600.00| 82.00000 102992.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0680 530A003M 452.000 M | 160.46000 72527.92| 155.00000 70060.00| 118.00000 53336.00 750 mm Roadway Pipe (Class 3 R.C.) | | | 0690 530A004M 304.000 M | 187.84000 57103.36| 210.00000 63840.00| 156.00000 47424.00 900 mm Roadway Pipe (Class 3 R.C.) | | | 0700 530A005M 70.000 M | 260.72000 18250.40| 280.00000 19600.00| 227.00000 15890.00 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0710 530A006M 338.000 M | 260.28000 87974.64| 290.00000 98020.00| 255.00000 86190.00 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0720 530A007M 11.000 M | 467.50000 5142.50| 415.00000 4565.00| 450.00000 4950.00 1350 mm Roadway Pipe (Class 3 R.C.) | | | 0730 530A023M 19.000 M | 140.10000 2661.90| 89.00000 1691.00| 90.00000 1710.00 450 mm Roadway Pipe (Class 5 R.C.) | | | 0740 530A024M 5.000 M | 129.63000 648.15| 125.00000 625.00| 170.00000 850.00 600 mm Roadway Pipe (Class 5 R.C.) | | | 0750 530A099M 2.000 M | 151.27000 302.54| 83.00000 166.00| 90.00000 180.00 300 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0760 530A100M 2.000 M | 151.27000 302.54| 88.00000 176.00| 90.00000 180.00 375 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 530A101M 47.000 M | 148.59000 6983.73| 115.00000 5405.00| 70.00000 3290.00 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0780 530A102M 11.000 M | 257.64000 2834.04| 120.00000 1320.00| 120.00000 1320.00 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0790 530A104M 3.000 M | 281.86000 845.58| 245.00000 735.00| 210.00000 630.00 900 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0800 530A106M 10.000 M | 433.41000 4334.10| 320.00000 3200.00| 315.00000 3150.00 1200 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0810 530A601M 172.000 M | 114.11000 19626.92| 55.00000 9460.00| 56.00000 9632.00 450 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.S.) (Temporary) | | | 0820 530A799M 8.000 M | 227.09000 1816.72| 75.00000 600.00| 42.00000 336.00 375 mm Roadway Pipe (2.7 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0830 530B012M 6.000 M | 199.82000 1198.92| 200.00000 1200.00| 380.00000 2280.00 560 mm Span X 345 mm Rise Roadway Pipe | | | (Class 3 R.C.) (Extension) | | | 0840 532A030M 30.000 M | 642.70000 19281.00| 225.00000 6750.00| 350.00000 10500.00 300 mm Slotted Drain Pipe | | | 0850 535A001M 24.000 M | 82.72000 1985.28| 70.00000 1680.00| 56.00000 1344.00 450 mm Side Drain Pipe | | | 0860 535A002M 26.000 M | 90.91000 2363.66| 75.00000 1950.00| 84.00000 2184.00 600 mm Side Drain Pipe | | | 0870 600A000M LUMP| 817580.00000 817580.00| 795000.00000 795000.00| 464400.00000 464400.00 Mobilization | | | 0880 601A000M 1.000 EACH| 5987.62000 5987.62| 10000.00000 10000.00| 12800.00000 12800.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0890 602A000M 43.000 EACH| 148.29000 6376.47| 120.00000 5160.00| 230.00000 9890.00 Right Of Way Markers | | | 0900 602B000M 2.000 EACH| 223.55000 447.10| 120.00000 240.00| 250.00000 500.00 Land Survey Markers | | | 0910 603A002M 1.000 EACH| 20499.80000 20499.80| 15000.00000 15000.00| 18500.00000 18500.00 Furnishing Type 3 Field Office | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 606A000M 2000.000 M | 21.68000 43360.00| 45.00000 90000.00| 9.00000 18000.00 150 mm Underdrain Pipe | | | 0930 610C001M 190.000 MTON| 20.42000 3879.80| 41.00000 7790.00| 27.56000 5236.40 Loose Riprap, Class 2 | | | 0940 610D000M 170.000 M2 | 4.17000 708.90| 23.00000 3910.00| 2.10000 357.00 Filter Blanket | | | 0950 614A000M 201.000 M3 | 330.70000 66470.70| 350.00000 70350.00| 277.00000 55677.00 Slope Paving | | | 0960 614B000M 7.000 M3 | 531.13000 3717.91| 390.00000 2730.00| 456.00000 3192.00 Reinforced Slope Paving | | | 0970 618A000M 278.000 M2 | 29.81000 8287.18| 38.00000 10564.00| 67.28000 18703.84 Concrete Sidewalk, 100 mm Thick | | | 0980 618B003M 451.000 M2 | 40.79000 18396.29| 53.00000 23903.00| 72.00000 32472.00 Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0990 619A002M 7.000 EACH| 724.50000 5071.50| 900.00000 6300.00| 850.00000 5950.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1000 619A003M 2.000 EACH| 756.00000 1512.00| 650.00000 1300.00| 1100.00000 2200.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1010 619A007M 1.000 EACH| 1365.00000 1365.00| 1500.00000 1500.00| 1800.00000 1800.00 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1020 619A008M 1.000 EACH| 1512.00000 1512.00| 1550.00000 1550.00| 1990.00000 1990.00 1350 mm Roadway Pipe End Treatment, | | | Class 1 | | | 1030 619A101M 13.000 EACH| 561.75000 7302.75| 530.00000 6890.00| 855.00000 11115.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 1040 619A102M 4.000 EACH| 735.00000 2940.00| 630.00000 2520.00| 1100.00000 4400.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 1050 620A000M 10.000 M3 | 757.27000 7572.70| 400.00000 4000.00| 900.00000 9000.00 Minor Structure Concrete | | | 1060 621A000M 28.000 EACH| 1575.00000 44100.00| 1200.00000 33600.00| 1850.00000 51800.00 Junction Boxes, Type 1, 1P Or 5 | | | 1070 621A001M 13.000 EACH| 2205.00000 28665.00| 1250.00000 16250.00| 2520.00000 32760.00 Junction Boxes, Type 1, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 621A016M 5.000 EACH| 1575.00000 7875.00| 1300.00000 6500.00| 1850.00000 9250.00 Junction Boxes, Type 4, 1P Or 5 | | | 1090 621B000M 8.000 EACH| 525.00000 4200.00| 1050.00000 8400.00| 800.00000 6400.00 Junction Box Units, Type 1, 1P Or 5 | | | 1100 621B001M 12.000 EACH| 682.50000 8190.00| 800.00000 9600.00| 870.00000 10440.00 Junction Box Units, Type 1, 2P Or 5 | | | 1110 621C001M 4.000 EACH| 1207.50000 4830.00| 1600.00000 6400.00| 1380.00000 5520.00 Inlets, Type B | | | 1120 621C002M 3.000 EACH| 1233.75000 3701.25| 1650.00000 4950.00| 1480.00000 4440.00 Inlets, Type C, P1 Or P3 | | | 1130 621C004M 6.000 EACH| 3018.75000 18112.50| 2700.00000 16200.00| 3500.00000 21000.00 Inlets, Type GH | | | 1140 621C008M 38.000 EACH| 3675.00000 139650.00| 2450.00000 93100.00| 4400.00000 167200.00 Inlets, Type E | | | 1150 621C015M 60.000 EACH| 1995.00000 119700.00| 1900.00000 114000.00| 2360.00000 141600.00 Inlets, Type S1 Or S3 (1 Wing) | | | 1160 621C016M 11.000 EACH| 2205.00000 24255.00| 1950.00000 21450.00| 2720.00000 29920.00 Inlets, Type S2 Or S4 (1 Wing) | | | 1170 621C017M 3.000 EACH| 2310.00000 6930.00| 2000.00000 6000.00| 2780.00000 8340.00 Inlets, Type S1 Or S3 (2 Wing) | | | 1180 621C018M 1.000 EACH| 2520.00000 2520.00| 2200.00000 2200.00| 2900.00000 2900.00 Inlets, Type S2 Or S4 (2 Wing) | | | 1190 621C020M 18.000 EACH| 2100.00000 37800.00| 1600.00000 28800.00| 2560.00000 46080.00 Inlets, Type Y | | | 1200 621C058M 4.000 EACH| 2310.00000 9240.00| 2200.00000 8800.00| 2720.00000 10880.00 Inlets, Type S4 (1 Wing) (Modified) | | | 1210 621C071M 11.000 EACH| 2100.00000 23100.00| 2100.00000 23100.00| 2600.00000 28600.00 Inlets, Type S3 (1 Wing) (Modified) | | | 1220 621C076M 3.000 EACH| 6011.25000 18033.75| 3650.00000 10950.00| 6980.00000 20940.00 Inlets, Type E (Modified) | | | 1230 621C100M 3.000 EACH| 3228.75000 9686.25| 2800.00000 8400.00| 3820.00000 11460.00 Inlets, Type PR | | | 1240 621C102M 11.000 EACH| 3990.00000 43890.00| 3100.00000 34100.00| 4750.00000 52250.00 Inlets,Type CV6 | | | 1250 621C109M 5.000 EACH| 3255.00000 16275.00| 3400.00000 17000.00| 3980.00000 19900.00 Inlets, Type PD | | | 1260 621C111M 6.000 EACH| 1680.00000 10080.00| 2000.00000 12000.00| 2200.00000 13200.00 Inlets, Type PB | | | 1270 621D004M 9.000 EACH| 210.00000 1890.00| 1200.00000 10800.00| 310.00000 2790.00 Inlet Units, Type GH | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 621D008M 48.000 EACH| 336.00000 16128.00| 550.00000 26400.00| 420.00000 20160.00 Inlet Units, Type E | | | 1290 621D015M 70.000 EACH| 367.50000 25725.00| 730.00000 51100.00| 510.00000 35700.00 Inlet Units, Type S1 Or S3 | | | 1300 621D016M 16.000 EACH| 577.50000 9240.00| 900.00000 14400.00| 760.00000 12160.00 Inlet Units, Type S2 Or S4 | | | 1310 621D018M 9.000 EACH| 630.00000 5670.00| 650.00000 5850.00| 820.00000 7380.00 Inlet Units,Type CV6 | | | 1320 621D019M 30.000 EACH| 315.00000 9450.00| 700.00000 21000.00| 420.00000 12600.00 Inlet Units, Type Y | | | 1330 621D022M 4.000 EACH| 231.00000 924.00| 1000.00000 4000.00| 320.00000 1280.00 Inlet Units, Type C, P1 Or P3 | | | 1340 621D037M 2.000 EACH| 315.00000 630.00| 500.00000 1000.00| 420.00000 840.00 Inlet Units,Type PB | | | 1350 621D038M 1.000 EACH| 588.00000 588.00| 500.00000 500.00| 750.00000 750.00 Inlet Units, Type PR | | | 1360 621D042M 5.000 EACH| 367.50000 1837.50| 1000.00000 5000.00| 520.00000 2600.00 Inlet Units,Type S4(Modified) | | | 1370 621D053M 12.000 EACH| 577.50000 6930.00| 900.00000 10800.00| 760.00000 9120.00 Inlet Units, Type S3 (Modified) | | | 1380 621D109M 9.000 EACH| 446.25000 4016.25| 900.00000 8100.00| 560.00000 5040.00 Inlet Units, Type PD | | | 1390 621E015M 19.000 EACH| 2181.45000 41447.55| 2300.00000 43700.00| 2418.00000 45942.00 Manholes, Type M (Sanitary) | | | 1400 621F002M 36.000 EACH| 224.36000 8076.96| 240.00000 8640.00| 300.00000 10800.00 Manhole Units, Type M | | | 1410 621L000M 6.000 EACH| 1105.26000 6631.56| 1200.00000 7200.00| 1598.30000 9589.80 Abandon Existing Manhole | | | 1420 621M000M 11.000 EACH| 1105.26000 12157.86| 1200.00000 13200.00| 166.54000 1831.94 Remove Existing Manhole | | | 1430 623A000M 1546.000 M | 54.21000 83808.66| 29.00000 44834.00| 41.40000 64004.40 Concrete Gutter | | | 1440 623B000M 3348.000 M | 43.27000 144867.96| 19.00000 63612.00| 49.60000 166060.80 Concrete Curb, Type N | | | 1450 623B004M 38.000 M | 69.83000 2653.54| 37.00000 1406.00| 49.60000 1884.80 Concrete Curb, Type D | | | 1460 623C000M 7340.000 M | 37.24000 273341.60| 25.00000 183500.00| 31.26000 229448.40 Combination Curb & Gutter, Type C | | | 1470 630A001M 89.000 M | 50.40000 4485.60| 55.00000 4895.00| 61.00000 5429.00 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1480 630C001M 11.000 EACH| 525.00000 5775.00| 550.00000 6050.00| 660.00000 7260.00 Guardrail End Anchor, Type 8 | | | 1490 630C003M 6.000 EACH| 892.50000 5355.00| 950.00000 5700.00| 1045.00000 6270.00 Guardrail End Anchor, Type 13 | | | 1500 630C050M 9.000 EACH| 1680.00000 15120.00| 1750.00000 15750.00| 1463.00000 13167.00 Guardrail End Anchor, Type 20 Series | | | 1510 630C070M 6.000 EACH| 1470.00000 8820.00| 1550.00000 9300.00| 1331.00000 7986.00 Guardrail End Anchor, Type 10 Series | | | 1520 641A036M 3054.000 M | 87.92000 268507.68| 105.00000 320670.00| 193.50000 590949.00 203.2 Millimeter D.I. Water Main Laid | | | 1530 641A038M 2042.000 M | 126.39000 258088.38| 140.00000 285880.00| 226.00000 461492.00 304.8 Millimeter D.I. Water Main Laid | | | 1540 641J000M 30.000 EACH| 2376.32000 71289.60| 2500.00000 75000.00| 2400.00000 72000.00 Fire Hydrant | | | 1550 645A045M 30.000 M | 96.41000 2892.30| 225.00000 6750.00| 333.00000 9990.00 101.6 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 1560 645A047M 722.000 M | 197.42000 142537.24| 320.00000 231040.00| 313.00000 225986.00 203.2 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 1570 645A049M 99.000 M | 239.13000 23673.87| 255.00000 25245.00| 233.00000 23067.00 304.8 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 1580 645A053M 226.000 M | 315.40000 71280.40| 365.00000 82490.00| 934.12000 211111.12 609.6 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 1590 649A028M 49.000 M | 247.58000 12131.42| 310.00000 15190.00| 328.00000 16072.00 406.4 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 1600 649A039M 171.000 M | 1469.52000 251287.92| 2350.00000 401850.00| 2910.15000 497635.65 1066.8 Millimeter Encasement Pipe, Type | | | 2 Installtion | | | 1610 650A000M 3500.000 M3 | 11.22000 39270.00| 8.00000 28000.00| 7.85000 27475.00 Topsoil | | | 1620 651B000M 18.000 MTON| 40.95000 737.10| 45.00000 810.00| 110.00000 1980.00 Agricultural Limestone | | | 1630 651C000M 7.000 MTON| 231.00000 1617.00| 250.00000 1750.00| 385.00000 2695.00 8-8-8 Commercial Fertilizer | | | 1640 652A050M 3.000 HA | 1557.15000 4671.45| 1350.00000 4050.00| 1238.00000 3714.00 Seeding (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1650 652A053M 1.000 HA | 1557.15000 1557.15| 1350.00000 1350.00| 1238.00000 1238.00 Seeding (Mix 1E) | | | 1660 652B050M 3.000 HA | 1297.80000 3893.40| 1250.00000 3750.00| 1100.00000 3300.00 Temporary Seeding (Mix 1AT) | | | 1670 652C000M 4.000 HA | 130.20000 520.80| 165.00000 660.00| 275.00000 1100.00 Mowing | | | 1680 652D050M 3.000 HA | 1557.15000 4671.45| 1000.00000 3000.00| 1238.00000 3714.00 Seeding In Stubble (Mix 1A) | | | 1690 654A000M 84.000 M2 | 6.30000 529.20| 4.50000 378.00| 4.40000 369.60 Solid Sodding | | | 1700 656A000M 6.000 HA | 1037.40000 6224.40| 1300.00000 7800.00| 1238.00000 7428.00 Mulching, Class A, Type 1 | | | 1710 656A001M 1.000 HA | 1297.80000 1297.80| 1500.00000 1500.00| 1375.00000 1375.00 Mulching, Class A, Type 2 | | | 1720 659A000M 1000.000 M2 | 2.52000 2520.00| 3.50000 3500.00| 2.15000 2150.00 Erosion Control Netting, Class A | | | 1730 659A001M 1000.000 M2 | 2.52000 2520.00| 3.50000 3500.00| 2.15000 2150.00 Erosion Control Netting, Class B | | | 1740 665A000M 2.000 HA | 1037.40000 2074.80| 640.00000 1280.00| 1100.00000 2200.00 Temporary Seeding | | | 1750 665B000M 2.000 HA | 1037.40000 2074.80| 640.00000 1280.00| 1100.00000 2200.00 Temporary Mulching | | | 1760 665C000M 475.000 M | 75.05000 35648.75| 88.00000 41800.00| 25.40000 12065.00 375 mm Temporary Pipe | | | 1770 665F000M 3360.000 EACH| 6.20000 20832.00| 5.00000 16800.00| 5.00000 16800.00 Hay Bales | | | 1780 665I000M 2270.000 MTON| 14.79000 33573.30| 17.00000 38590.00| 22.15000 50280.50 Temporary Riprap, Class 2 | | | 1790 665J000M 6480.000 M | 6.65000 43092.00| 9.00000 58320.00| 9.02000 58449.60 Silt Fence, Type A | | | 1800 665K000M 700.000 M3 | 1.92000 1344.00| 19.00000 13300.00| 15.69000 10983.00 Drainage Sump Excavation | | | 1810 665L000M 40.000 M | 78.75000 3150.00| 47.00000 1880.00| 60.00000 2400.00 Floating Basin Boom | | | 1820 666A001M 4.000 HA | 77.70000 310.80| 29.00000 116.00| 78.00000 312.00 Pest Control Treatment | | | 1830 671A001M 3200.000 SQ M| 196.69000 629408.00| 11.00000 35200.00| 130.45000 417440.00 Erosion Control System, 200 mm | | | Thick(Conlock II) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -13 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1840 680A000M LUMP| 155236.64000 155236.64| 300000.00000 300000.00| 111000.00000 111000.00 Engineering Controls | | | 1850 701C000M 8.000 KM | 225.75000 1806.00| 350.00000 2800.00| 215.00000 1720.00 Broken Temporary Traffic Stripe | | | 1860 701C001M 8.000 KM | 236.25000 1890.00| 350.00000 2800.00| 225.00000 1800.00 Solid Temporary Traffic Stripe | | | 1870 701C005M 1.000 KM | 4436.25000 4436.25| 4700.00000 4700.00| 4225.00000 4225.00 Solid Temporary Traffic Stripe (Tape) | | | 1880 701D008M 2.000 KM | 913.50000 1827.00| 150.00000 300.00| 870.00000 1740.00 Solid Traffic Stripe Removed (Plastic) | | | 1890 701D009M 1.000 KM | 913.50000 913.50| 700.00000 700.00| 870.00000 870.00 Solid Traffic Stripe Removed (Tape) | | | 1900 701D015M 2.000 KM | 848.40000 1696.80| 960.00000 1920.00| 808.00000 1616.00 Broken Traffic Stripe Removed (Plastic) | | | 1910 701F000M 3100.000 M | 0.89000 2759.00| 0.90000 2790.00| 0.85000 2635.00 Dotted Temporary Traffic Stripe | | | 1920 702A040M 8.000 KM | 1370.25000 10962.00| 1750.00000 14000.00| 1305.00000 10440.00 Broken White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1930 702A041M 1.000 KM | 2677.50000 2677.50| 3500.00000 3500.00| 2550.00000 2550.00 Solid White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1940 702A042M 1.000 KM | 1370.25000 1370.25| 2100.00000 2100.00| 1305.00000 1305.00 Broken Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1950 702A043M 3.000 KM | 2677.50000 8032.50| 3560.00000 10680.00| 2550.00000 7650.00 Solid Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1960 702B011M 2551.000 M | 5.20000 13265.20| 7.50000 19132.50| 4.95000 12627.45 Dotted Profiled Traffic Stripe (150 mm | | | Wide) | | | 1970 703A002M 1275.000 M2 | 20.37000 25971.75| 23.00000 29325.00| 19.40000 24735.00 Traffic Control Markings, Class 2, Type | | | A | | | 1980 703B002M 172.000 M2 | 32.81000 5643.32| 35.00000 6020.00| 31.25000 5375.00 Traffic Control Legends, Class 2, Type | | | 1990 703C001M 1000.000 M2 | 11.29000 11290.00| 37.00000 37000.00| 10.75000 10750.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -14 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2000 703D001M 721.000 M2 | 14.12000 10180.52| 16.00000 11536.00| 13.45000 9697.45 Temporary Traffic Control Markings | | | 2010 703E001M 107.000 M2 | 15.86000 1697.02| 16.00000 1712.00| 15.10000 1615.70 Temporary Traffic Control Legends | | | 2020 705A011M 30.000 EACH| 4.46000 133.80| 4.60000 138.00| 4.25000 127.50 Pavement Markers, Class C, Type 1-A | | | 2030 705A023M 6.000 EACH| 4.46000 26.76| 4.60000 27.60| 4.25000 25.50 Pavement Markers, Class C, Type 2-D | | | 2040 705A030M 23.000 EACH| 5.25000 120.75| 6.00000 138.00| 5.00000 115.00 Pavement Markers, Class A-H, Type 2-C | | | 2050 705A031M 404.000 EACH| 5.25000 2121.00| 5.70000 2302.80| 5.00000 2020.00 Pavement Markers, Class A-H, Type 1-A | | | 2060 705A032M 193.000 EACH| 5.25000 1013.25| 5.70000 1100.10| 5.00000 965.00 Pavement Markers, Class A-H, Type 1-B | | | 2070 705A037M 18.000 EACH| 5.25000 94.50| 6.00000 108.00| 5.00000 90.00 Pavement Markers, Class A-H, Type 2-D | | | 2080 707B003M 4.000 EACH| 262.50000 1050.00| 290.00000 1160.00| 275.00000 1100.00 Type A Hazard Marker Installation | | | 2090 710A115M 60.000 M2 | 153.83000 9229.80| 165.00000 9900.00| 162.00000 9720.00 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) | | | 2100 710A125M 4.000 M2 | 168.00000 672.00| 180.00000 720.00| 336.00000 1344.00 Class 7,Aluminum Flat Sign Panels 2. | | | 032MM Thick Or Steel Flat Sign Panels 1.| | | 897MM Thick(Type IV,VII,VIII Or IX Bkgd.| | | ) | | | 2110 710A126M 23.000 SQ M| 220.50000 5071.50| 240.00000 5520.00| 457.00000 10511.00 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 2120 710A140M 95.000 SQ M| 236.25000 22443.75| 256.00000 24320.00| 468.00000 44460.00 Class 6, Aluminum Multiple Flat Sign | | | Panels 3.175mm Thick Or Steel Multiple | | | Flat Sign Panels 2.657mm Thick(Ty.III | | | Bckgrd) | | | 2130 710A141M 87.000 SQ M| 267.75000 23294.25| 295.00000 25665.00| 468.00000 40716.00 Class 6, Aluminum Flat Sign Panels 3. | | | 175mm Thick Or Steel Flat Sign Panels 2.| | | 657mm Thick(Type III Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -15 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2140 710A142M 13.000 SQ M| 231.00000 3003.00| 255.00000 3315.00| 457.00000 5941.00 Class 2A, Aluminum Flat Sign Panels 3. | | | 175mm Thick Or Steel Flat Sign Panels 2.| | | 657mm Thick(Ty. III,IV,VII Or VIII | | | Bckgd) | | | 2150 710B001M 410.000 M | 26.51000 10869.10| 28.00000 11480.00| 29.70000 12177.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 2160 710B010M 24.000 M | 57.75000 1386.00| 63.00000 1512.00| 446.00000 10704.00 Roadway Sign Post (W150 x 14 Steel Beam | | | 2170 710C000M LUMP| 1050.00000 1050.00| 1100.00000 1100.00| 8085.00000 8085.00 Removal Of Existing Roadway Signs | | | 2180 715A000M LUMP| 25725.00000 25725.00| 29000.00000 29000.00| 24750.00000 24750.00 Overhead Roadway Sign Structure (OHSB-1 | | | 2190 715A001M LUMP| 25725.00000 25725.00| 29000.00000 29000.00| 24750.00000 24750.00 Overhead Roadway Sign Structure (OHSB-2 | | | 2200 715A002M LUMP| 25725.00000 25725.00| 29000.00000 29000.00| 24750.00000 24750.00 Overhead Roadway Sign Structure (OHSB-3 | | | 2210 715A003M LUMP| 26775.00000 26775.00| 30000.00000 30000.00| 28710.00000 28710.00 Overhead Roadway Sign Structure (OHSB-4 | | | 2220 715A004M LUMP| 28350.00000 28350.00| 32000.00000 32000.00| 40150.00000 40150.00 Overhead Roadway Sign Structure (OHSB-5 | | | 2230 715A005M LUMP| 40950.00000 40950.00| 46000.00000 46000.00| 40920.00000 40920.00 Overhead Roadway Sign Structure (OHSB-6 | | | 2240 715A006M LUMP| 43050.00000 43050.00| 48000.00000 48000.00| 41085.00000 41085.00 Overhead Roadway Sign Structure (OHSB-7 | | | 2250 726A000M 698.000 M | 195.40000 136389.20| 140.00000 97720.00| 124.67000 87019.66 Portable Concrete Safety Barriers, Type | | | 6 | | | 2260 726A001M 15.000 M | 462.56000 6938.40| 150.00000 2250.00| 135.00000 2025.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 2270 726D025M 5.000 EACH| 16443.00000 82215.00| 13000.00000 65000.00| 15000.00000 75000.00 Portable Impact Attenuator | | | Assembly(Unidirectional, TL-3) | | | 2280 730A000M LUMP| 2362.50000 2362.50| 1100.00000 1100.00| 4400.00000 4400.00 Removal Of Existing Traffic Control | | | Unit (MEMORIAL PKWY. AND MAX LUTHER DR.)| | | 2290 730A001M LUMP| 3465.00000 3465.00| 1100.00000 1100.00| 4400.00000 4400.00 Removal Of Existing Traffic Control | | | Unit (MEMORIAL PKWY. AND SPARKMAN DR.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -16 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2300 730A002M LUMP| 3465.00000 3465.00| 1900.00000 1900.00| 4400.00000 4400.00 Removal Of Existing Traffic Control | | | Unit (MEMORIAL PKWY. AND JONATHON DR.) | | | 2310 730A003M LUMP| 3675.00000 3675.00| 1400.00000 1400.00| 4400.00000 4400.00 Removal Of Existing Traffic Control | | | Unit (MEMORIAL PKWY. AND MASTIN LAKE | | | ROAD) | | | 2320 730C000M LUMP| 4725.00000 4725.00| 11000.00000 11000.00| 7700.00000 7700.00 Furnishing And Installing Traffic | | | Control Unit (MEMORIAL PKWY. @ MAX | | | LUTHER DR.) | | | 2330 730C001M LUMP| 4777.50000 4777.50| 12000.00000 12000.00| 7700.00000 7700.00 Furnishing And Installing Traffic | | | Control Unit (MEMORIAL PKWY. @ SPARKMAN | | | DR.) | | | 2340 730C002M LUMP| 4357.50000 4357.50| 6600.00000 6600.00| 7700.00000 7700.00 Furnishing And Installing Traffic | | | Control Unit ( (MEMORIAL PKWY. @ MASTIN | | | LAKE RD.) | | | 2350 730E000M 16.000 EACH| 1312.50000 21000.00| 2000.00000 32000.00| 1825.00000 29200.00 Metal Traffic Signal Pole Foundation | | | 2360 730G001M 16.000 EACH| 4725.00000 75600.00| 4700.00000 75200.00| 8250.00000 132000.00 Metal Traffic Signal Strain Pole | | | 2370 730G003M 10.000 EACH| 861.00000 8610.00| 770.00000 7700.00| 715.00000 7150.00 Metal Traffic Signal Strain Pole | | | (Pedestal) | | | 2380 730H001M 4780.000 M | 6.83000 32647.40| 11.00000 52580.00| 8.80000 42064.00 Loop Wire | | | 2390 730I001M 6010.000 M | 4.20000 25242.00| 3.80000 22838.00| 4.62000 27766.20 Loop Dectector Lead-In-Cable | | | 2400 730J010M 41.000 EACH| 131.25000 5381.25| 160.00000 6560.00| 205.00000 8405.00 Vehicle Loop Detector | | | 2410 730K000M 29.000 EACH| 525.00000 15225.00| 260.00000 7540.00| 275.00000 7975.00 Traffic Signal Junction Box | | | 2420 730L002M 70.000 M | 13.13000 919.10| 14.50000 1015.00| 8.25000 577.50 27Millimeter Metallic, Conduit | | | 2430 730L005M 1020.000 M | 14.96000 15259.20| 15.00000 15300.00| 15.23000 15534.60 53 Millimeter Non-Metallic, Conduit | | | 2440 730L007M 213.000 M | 18.90000 4025.70| 21.00000 4473.00| 18.94000 4034.22 78 Millimeter, Non-Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -17 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2450 730P011M 46.000 EACH| 472.50000 21735.00| 460.00000 21160.00| 423.50000 19481.00 Vehiular Signal Head, 300 Millimeter 3 | | | Section, Type Incandescent | | | 2460 730P013M 1.000 EACH| 840.00000 840.00| 1050.00000 1050.00| 577.50000 577.50 Vehicular Signal Head, 300 Milimeter, 5 | | | Section, Type Incandescent | | | 2470 730Q011M 20.000 EACH| 735.00000 14700.00| 650.00000 13000.00| 1320.00000 26400.00 Pedestrian Signal Head, Type LED | | | 2475 730R052M 3.000 EACH| 10500.00000 31500.00| 11000.00000 33000.00| 10120.00000 30360.00 Controller Assembly, 170, 8 Phase | | | 2500 734A009M 3405.000 M | 3.99000 13585.95| 10.50000 35752.50| 11.00000 37455.00 Cable OSP, Loose Tube, 12F SM | | | 2510 734B004M 130.000 M | 3.15000 409.50| 10.50000 1365.00| 2.80000 364.00 Drop Cable OSP 4F SM Central Core | | | 2520 734E031M 2650.000 M | 10.50000 27825.00| 10.00000 26500.00| 0.01000 26.50 Conduit PVC Schedule 40 53 mm | | | 2530 734E037M 65.000 M | 31.50000 2047.50| 23.00000 1495.00| 16.50000 1072.50 Conduit PVC Schedule 80 53 mm | | | 2540 734G001M 12.000 EACH| 178.50000 2142.00| 47.00000 564.00| 220.00000 2640.00 Connector ST Termination SM | | | 2550 734G006M 4.000 EACH| 367.50000 1470.00| 1060.00000 4240.00| 3622.08000 14488.32 Splice Closure, Under Grade With Trays | | | 2560 734G009M 12.000 EACH| 367.50000 4410.00| 59.00000 708.00| 220.00000 2640.00 Splicing, Fusion | | | 2570 734J000M 4.000 EACH| 1092.00000 4368.00| 1400.00000 5600.00| 529.41000 2117.64 Commbox F1 | | | 2580 740B000M 110.000 M2 | 185.05000 20355.50| 93.00000 10230.00| 88.00000 9680.00 Construction Signs | | | 2590 740D000M 1300.000 EACH| 77.83000 101179.00| 62.00000 80600.00| 77.00000 100100.00 Channelizing Drums | | | 2600 740E000M 60.000 EACH| 12.41000 744.60| 10.00000 600.00| 12.72000 763.20 Cones (900 mm High) | | | 2610 740F002M 48.000 EACH| 243.78000 11701.44| 185.00000 8880.00| 170.00000 8160.00 Barricades, Type III | | | 2620 740I005M 15.000 EACH| 996.03000 14940.45| 730.00000 10950.00| 887.00000 13305.00 Warning Lights, Type B (Detachable Head | | | 2630 740M001M 60.000 EACH| 7.38000 442.80| 7.40000 444.00| 9.00000 540.00 Ballast For Cone | | | 2640 741C010M 2.000 EACH| 3118.17000 6236.34| 5800.00000 11600.00| 9938.00000 19876.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 010 -18 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020329010 COUNTIES : MADISON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 19010 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2650 742A001M 2.000 EACH| 11198.59000 22397.18| 14900.00000 29800.00| 16000.00000 32000.00 Portable Changeable Message Signs, Type | | | 2 | | | 2660 999 000M 3750.000 HOUR| 0.80000 3000.00| 0.80000 3000.00| 0.80000 3000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,856,428.54| $ 10,398,322.80| $ 10,600,777.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,856,428.54| $ 10,398,322.80| $ 10,600,777.12 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20020329030 COUNTIES : LAUDERDALE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-CN02(201) for constructing the Resurfacing and Traffic Stripe on various county roads as indicated on the Plans. Length - 19.398 SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 774,876.10 100.0000% 2 01018 APAC-ALABAMA, INC. $ 848,741.71 109.5326% 3 18031 ROGERS GROUP, INC. $ 874,516.10 112.8588% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020329030 COUNTIES : LAUDERDALE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01018 |( 3 ) 18031 |S & M EQUIPMENT 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 6807.000 GAL | 1.00000 6807.00| 0.85000 5785.95| 2.50000 17017.50 Tack Coat | | | 0020 429A201 18208.000 TON | 31.00000 564448.00| 35.50000 646384.00| 36.50000 664592.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A206 2500.000 TON | 36.00000 90000.00| 38.79000 96975.00| 36.50000 91250.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 600A000 LUMP| 20000.00000 20000.00| 2523.23000 2523.23| 8040.00000 8040.00 Mobilization | | | 0050 701A031 39.000 MILE| 950.00000 37050.00| 969.00000 37791.00| 950.00000 37050.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0060 701A035 31.000 MILE| 1070.00000 33170.00| 1091.40000 33833.40| 1070.00000 33170.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0070 701A045 4.000 MILE| 600.00000 2400.00| 612.00000 2448.00| 600.00000 2400.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701C000 4.000 MILE| 300.00000 1200.00| 306.00000 1224.00| 300.00000 1200.00 Broken Temporary Traffic Stripe | | | 0090 701C001 31.000 MILE| 320.00000 9920.00| 326.40000 10118.40| 320.00000 9920.00 Solid Temporary Traffic Stripe | | | 0100 703A002 60.000 SQFT| 3.00000 180.00| 3.06000 183.60| 3.00000 180.00 Traffic Control Markings, Class 2, Type | | | A | | | 0110 703D001 60.000 SQFT| 1.00000 60.00| 1.02000 61.20| 1.00000 60.00 Temporary Traffic Control Markings | | | 0120 705A037 1537.000 EACH| 4.80000 7377.60| 4.90000 7531.30| 4.80000 7377.60 Pavement Markers, Class A-H, Type 2-D | | | 0130 740B000 231.000 SQFT| 8.50000 1963.50| 14.43000 3333.33| 9.00000 2079.00 Construction Signs | | | 0140 740E000 30.000 EACH| 5.00000 150.00| 11.22000 336.60| 3.00000 90.00 Cones (36 Inches High) | | | 0150 740M001 30.000 EACH| 5.00000 150.00| 7.09000 212.70| 3.00000 90.00 Ballast For Cone | | | SECTION TOTALS | $ 774,876.10| $ 848,741.71| $ 874,516.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 774,876.10| $ 848,741.71| $ 874,516.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20020329031 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-CN02(202) for constructing the Resurfacing and Traffic Stripe on C.R.#1527 from S.R.#69 to the Morgan county line and on C.R.#1545 from S.R.#69 to C.R.#747 east of Cullman. Length - 10.923 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 682,350.65 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 688,911.67 100.9615% 3 23009 WHITAKER CONTRACTING CORPORATION $ 756,524.45 110.8703% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020329031 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 23009 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 20.000 EACH| 70.00000 1400.00| 50.00000 1000.00| 100.00000 2000.00 Mailbox Reset, Single | | | 0020 210D001 4500.000 CUYD| 6.18000 27810.00| 6.00000 27000.00| 9.42000 42390.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 301E008 4100.000 TON | 10.08000 41328.00| 10.20000 41820.00| 11.45000 46945.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0040 401A000 4100.000 SQYD| 0.35000 1435.00| 0.53500 2193.50| 0.68000 2788.00 Bituminous Treatment A | | | 0050 401B108 144000.000 SQYD| 0.56870 81892.80| 0.53500 77040.00| 0.56870 81892.80 Bituminous Treatment G (With Polymer | | | Additive) | | | 0060 405A000 4500.000 GAL | 0.90000 4050.00| 0.80000 3600.00| 1.00000 4500.00 Tack Coat | | | 0070 429A241 12400.000 TON | 29.99000 371876.00| 28.94000 358856.00| 32.34000 401016.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0080 429B241 425.000 TON | 27.17000 11547.25| 26.00000 11050.00| 29.60000 12580.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0090 429B247 1500.000 TON | 29.83000 44745.00| 27.20000 40800.00| 32.34000 48510.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0100 429C241 575.000 TON | 27.88000 16031.00| 26.00000 14950.00| 29.60000 17020.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range C | | | 0110 430B014 100.000 TON | 10.00000 1000.00| 15.00000 1500.00| 20.00000 2000.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0120 600A000 LUMP| 6000.00000 6000.00| 36069.52000 36069.52| 21000.00000 21000.00 Mobilization | | | 0130 665F000 100.000 EACH| 4.50000 450.00| 4.00000 400.00| 5.00000 500.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020329031 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 23009 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 500.000 LF | 2.75000 1375.00| 2.00000 1000.00| 3.00000 1500.00 Silt Fence, Type A | | | 0150 701A031 23.000 MILE| 950.00000 21850.00| 940.00000 21620.00| 940.00000 21620.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 18.000 MILE| 1050.00000 18900.00| 1050.00000 18900.00| 1050.00000 18900.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 6.000 MILE| 500.00000 3000.00| 600.00000 3600.00| 600.00000 3600.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701B009 425.000 LF | 0.50000 212.50| 0.50000 212.50| 0.50000 212.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 12.000 MILE| 320.00000 3840.00| 320.00000 3840.00| 320.00000 3840.00 Broken Temporary Traffic Stripe | | | 0200 701C001 36.000 MILE| 340.00000 12240.00| 340.00000 12240.00| 340.00000 12240.00 Solid Temporary Traffic Stripe | | | 0210 701F000 425.000 LF | 0.30000 127.50| 0.25000 106.25| 0.25000 106.25 Dotted Temporary Traffic Stripe | | | 0220 703A002 2700.000 SQFT| 1.90000 5130.00| 1.80000 4860.00| 1.80000 4860.00 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 314.000 SQFT| 2.90000 910.60| 2.60000 816.40| 2.60000 816.40 Traffic Control Legends, Class 2, Type | | | 0240 740B000 625.000 SQFT| 8.32000 5200.00| 7.42000 4637.50| 7.50000 4687.50 Construction Signs | | | 0250 740E000 100.000 EACH| 0.00000 0.00| 8.00000 800.00| 10.00000 1000.00 Cones (36 Inches High) | | | SECTION TOTALS | $ 682,350.65| $ 688,911.67| $ 756,524.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 682,350.65| $ 688,911.67| $ 756,524.45 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20020329032 COUNTIES : JEFFERSON WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-FM02(903) for constructing the Resurfacing and Traffic Stripe on S.R.#269 from C.R.#61 (Short Creek Road) in Birmingport to the east end of the Warrior River bridge. Length 10.488 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 859,707.59 100.0000% 2 01018 APAC-ALABAMA, INC. $ 914,283.46 106.3482% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020329032 COUNTIES : JEFFERSON WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., 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 206C025 171.000 SQYD| 8.99000 1537.29| 18.17000 3107.07| Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 305A040 2016.000 CUYD| 11.83000 23849.28| 16.92000 34110.72| Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous use | | | 0030 401B100 170242.000 SQYD| 0.59000 100442.78| 0.54000 91930.68| Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 5733.000 GAL | 0.88000 5045.04| 2.45000 14045.85| Tack Coat | | | 0050 424A361 14330.000 TON | 29.75000 426317.50| 32.33000 463288.90| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 5080.000 TON | 30.71000 156006.80| 30.92000 157073.60| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B656 750.000 TON | 45.17000 33877.50| 57.99000 43492.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 10698.57000 10698.57| 9310.00000 9310.00| Mobilization | | | 0090 665F000 50.000 EACH| 1.17000 58.50| 11.12000 556.00| Hay Bales | | | 0100 665J000 150.000 LF | 1.76000 264.00| 8.10000 1215.00| Silt Fence, Type A | | | 0110 701A028 23.000 MILE| 1288.84000 29643.32| 1173.00000 26979.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A041 1.000 MILE| 896.57000 896.57| 816.00000 816.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A046 4.000 MILE| 896.58000 3586.32| 816.00000 3264.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020329032 COUNTIES : JEFFERSON WALKER LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A048 18.000 MILE| 1591.44000 28645.92| 1448.40000 26071.20| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701B009 266.000 LF | 0.73000 194.18| 0.67000 178.22| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 9.000 MILE| 336.22000 3025.98| 306.00000 2754.00| Broken Temporary Traffic Stripe | | | 0170 701C001 35.000 MILE| 358.63000 12552.05| 327.00000 11445.00| Solid Temporary Traffic Stripe | | | 0180 703A002 2954.000 SQFT| 2.02000 5967.08| 1.84000 5435.36| Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 433.000 SQFT| 3.15000 1363.95| 2.86000 1238.38| Traffic Control Legends, Class 2, Type | | | 0200 703D001 1464.000 SQFT| 1.13000 1654.32| 1.02000 1493.28| Temporary Traffic Control Markings | | | 0210 705A031 13.000 EACH| 5.39000 70.07| 4.90000 63.70| Pavement Markers, Class A-H, Type 1-A | | | 0220 705A032 170.000 EACH| 5.39000 916.30| 4.90000 833.00| Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 1228.000 EACH| 5.49000 6741.72| 5.00000 6140.00| Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 605.000 SQFT| 8.22000 4973.10| 7.57000 4579.85| Construction Signs | | | 0250 740E000 235.000 EACH| 3.52000 827.20| 12.69000 2982.15| Cones (36 Inches High) | | | 0260 740M001 235.000 EACH| 2.35000 552.25| 8.00000 1880.00| Ballast For Cone | | | SECTION TOTALS | $ 859,707.59| $ 914,283.46| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 859,707.59| $ 914,283.46| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20020329033 COUNTIES : COLBERT LETTING DATE : 03/29/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-FM02(906) for constructing the Resurfacing and Traffic Stripe on S.R.#184 from near S.R.#2 (Woodward Avenue) in Muscle Shoals to MP 5.546 near Nitrate City. Length 5.114 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 1,008,397.65 100.0000% 2 18031 ROGERS GROUP, INC. $ 1,057,017.70 104.8215% 3 01018 APAC-ALABAMA, INC. $ 1,104,427.40 109.5230% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020329033 COUNTIES : COLBERT LETTING DATE : 03/29/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 18031 |( 3 ) 01018 |S & M EQUIPMENT CO., INC. |ROGERS GROUP, 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 305B060 3280.000 TON | 11.00000 36080.00| 9.00000 29520.00| 12.09000 39655.20 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 4964.000 GAL | 1.10000 5460.40| 3.00000 14892.00| 0.83000 4120.12 Tack Coat | | | 0030 408A053 9808.000 SQYD| 1.50000 14712.00| 1.25000 12260.00| 2.05000 20106.40 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A360 8811.000 TON | 29.50000 259924.50| 30.00000 264330.00| 33.85000 298252.35 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A369 290.000 TON | 40.00000 11600.00| 47.00000 13630.00| 32.80000 9512.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B651 17622.000 TON | 22.25000 392089.50| 24.60000 433501.20| 24.97000 440021.34 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B655 500.000 TON | 30.00000 15000.00| 37.00000 18500.00| 41.19000 20595.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 500.000 TON | 30.00000 15000.00| 31.00000 15500.00| 33.51000 16755.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B662 579.000 TON | 30.00000 17370.00| 38.00000 22002.00| 31.34000 18145.86 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424C369 3432.000 TON | 22.50000 77220.00| 24.00000 82368.00| 26.34000 90398.88 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 15000.00000 15000.00| 4771.00000 4771.00| 1848.89000 1848.89 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020329033 COUNTIES : COLBERT LETTING DATE : 03/29/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 18031 |( 3 ) 01018 |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701C000 21.000 MILE| 310.00000 6510.00| 310.00000 6510.00| 316.20000 6640.20 Broken Temporary Traffic Stripe | | | 0130 701C001 23.000 MILE| 320.00000 7360.00| 320.00000 7360.00| 326.40000 7507.20 Solid Temporary Traffic Stripe | | | 0140 702A040 11.000 MILE| 1775.00000 19525.00| 1775.00000 19525.00| 1810.50000 19915.50 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A041 10.000 MILE| 3795.00000 37950.00| 3795.00000 37950.00| 3870.90000 38709.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 1.000 MILE| 1775.00000 1775.00| 1775.00000 1775.00| 1810.50000 1810.50 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 11.000 MILE| 3795.00000 41745.00| 3795.00000 41745.00| 3870.90000 42579.90 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702B011 392.000 LF | 1.65000 646.80| 1.65000 646.80| 1.68000 658.56 Dotted Profiled Traffic Stripe (6" Wide | | | 0190 703A002 3814.000 SQFT| 1.60000 6102.40| 1.60000 6102.40| 1.63000 6216.82 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 408.000 SQFT| 2.60000 1060.80| 2.60000 1060.80| 2.65000 1081.20 Traffic Control Legends, Class 2, Type | | | 0210 703D001 360.000 SQFT| 1.00000 360.00| 1.00000 360.00| 1.02000 367.20 Temporary Traffic Control Markings | | | 0220 705A030 16.000 EACH| 4.90000 78.40| 4.90000 78.40| 5.00000 80.00 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 1373.000 EACH| 4.70000 6453.10| 4.70000 6453.10| 4.79000 6576.67 Pavement Markers, Class A-H, Type 1-A | | | 0240 740B000 1403.000 SQFT| 8.25000 11574.75| 9.00000 12627.00| 7.50000 10522.50 Construction Signs | | | 0250 740D000 50.000 EACH| 45.00000 2250.00| 25.00000 1250.00| 28.85000 1442.50 Channelizing Drums | | | 0260 740E000 50.000 EACH| 10.00000 500.00| 3.00000 150.00| 5.48000 274.00 Cones (36 Inches High) | | | 0270 740M001 50.000 EACH| 7.00000 350.00| 3.00000 150.00| 3.46000 173.00 Ballast For Cone | | | 0280 741C010 1.000 EACH| 4700.00000 4700.00| 2000.00000 2000.00| 461.61000 461.61 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,008,397.65| $ 1,057,017.70| $ 1,104,427.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,008,397.65| $ 1,057,017.70| $ 1,104,427.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20020329034 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0101(541) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#74 (U.S.#278) from C.R.#1651 west of Holly Pond to C.R.#57 (MP 87.35 to MP 88.90). Length - 1.55 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 231,457.50 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 238,227.02 102.9247% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020329034 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 07002 |( ) |WHITAKER CONTRACTING CORPOR |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 800.000 GAL | 1.00000 800.00| 1.00000 800.00| Tack Coat | | | 0020 408A051 26547.000 SQYD| 0.35000 9291.45| 1.18000 31325.46| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 408A053 300.000 SQYD| 0.35000 105.00| 3.00000 900.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 410B000 1.000 EACH| 1500.00000 1500.00| 3000.00000 3000.00| State Furnished Profilograph | | | 0050 424A360 1464.000 TON | 30.65000 44871.60| 29.97000 43876.08| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B651 3521.000 TON | 26.65000 93834.65| 26.89000 94679.69| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B659 50.000 TON | 45.00000 2250.00| 39.00000 1950.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 430B014 106.000 TON | 20.00000 2120.00| 10.00000 1060.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0090 600A000 LUMP| 29000.00000 29000.00| 12472.91000 12472.91| Mobilization | | | 0100 701C000 4.000 MILE| 320.00000 1280.00| 320.00000 1280.00| Broken Temporary Traffic Stripe | | | 0110 701C001 12.000 MILE| 340.00000 4080.00| 340.00000 4080.00| Solid Temporary Traffic Stripe | | | 0120 701G125 580.000 LF | 3.60000 2088.00| 3.60000 2088.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0130 701G133 580.000 LF | 3.71000 2151.80| 3.71000 2151.80| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020329034 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 07002 |( ) |WHITAKER CONTRACTING CORPOR |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701H001 1160.000 LF | 1.00000 1160.00| 1.00000 1160.00| Solid Traffic Stripe Removed (Plastic) | | | 0150 702A041 4.000 MILE| 3895.00000 15580.00| 3895.00000 15580.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 2.000 MILE| 1875.00000 3750.00| 1875.00000 3750.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 2.000 MILE| 3895.00000 7790.00| 3895.00000 7790.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 703A002 50.000 SQFT| 10.00000 500.00| 10.00000 500.00| Traffic Control Markings, Class 2, Type | | | A | | | 0190 705A032 210.000 EACH| 5.00000 1050.00| 5.00000 1050.00| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 260.000 EACH| 5.25000 1365.00| 5.25000 1365.00| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 652.000 SQFT| 7.50000 4890.00| 8.54000 5568.08| Construction Signs | | | 0220 740E000 200.000 EACH| 10.00000 2000.00| 8.00000 1600.00| Cones (36 Inches High) | | | 0230 740M001 200.000 EACH| 0.00000 0.00| 1.00000 200.00| Ballast For Cone | | | SECTION TOTALS | $ 231,457.50| $ 238,227.02| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 231,457.50| $ 238,227.02| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20020329035 COUNTIES : MONROE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0101(545) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#12 (U.S.#84) from S.R.#47 to S.R.#21/41 south of Monroeville. Length 3.942 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 569,640.68 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 590,454.66 103.6539% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 654,028.32 114.8142% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020329035 COUNTIES : MONROE LETTING DATE : 03/29/02 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 723.000 CUYD| 12.00000 8676.00| 9.82000 7099.86| 9.60000 6940.80 Borrow, Section 210, For Miscellaneous | | | Use | | | 0020 405A000 5635.000 GAL | 1.25000 7043.75| 0.77000 4338.95| 0.91000 5127.85 Tack Coat | | | 0030 408A052 62073.000 SQYD| 0.55000 34140.15| 0.68000 42209.64| 0.71000 44071.83 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 410C000 1.000 EACH| 300.00000 300.00| 20000.00000 20000.00| 1038.06000 1038.06 Contractor Retained Profilograph | | | 0050 424A360 4840.000 TON | 35.00000 169400.00| 31.78000 153815.20| 39.55000 191422.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A363 20.000 TON | 100.00000 2000.00| 296.98000 5939.60| 73.08000 1461.60 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A366 200.000 TON | 42.00000 8400.00| 50.43000 10086.00| 42.41000 8482.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 6829.000 TON | 33.00000 225357.00| 30.01000 204938.29| 38.64000 263872.56 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 100.000 TON | 63.00000 6300.00| 133.22000 13322.00| 82.19000 8219.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 800.000 TON | 34.75000 27800.00| 38.70000 30960.00| 39.35000 31480.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 428B000 62150.000 LF | 0.01000 621.50| 0.06000 3729.00| 0.03000 1864.50 Scoring Bituminous Pavement Surface By | | | Rolling | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020329035 COUNTIES : MONROE LETTING DATE : 03/29/02 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 430B000 100.000 TON | 50.00000 5000.00| 22.42000 2242.00| 23.40000 2340.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0130 600A000 LUMP| 11650.00000 11650.00| 16512.52000 16512.52| 9389.26000 9389.26 Mobilization | | | 0140 652A054 3.000 ACRE| 450.00000 1350.00| 546.45000 1639.35| 527.81000 1583.43 Seeding (Mix 2A) | | | 0150 656A000 3.000 ACRE| 450.00000 1350.00| 546.45000 1639.35| 511.32000 1533.96 Mulching, Class A, Type 1 | | | 0160 665F000 150.000 EACH| 7.25000 1087.50| 6.33000 949.50| 8.23000 1234.50 Hay Bales | | | 0170 665J000 100.000 LF | 6.05000 605.00| 3.94000 394.00| 6.23000 623.00 Silt Fence, Type A | | | 0180 701A028 8.000 MILE| 1140.00000 9120.00| 1284.16000 10273.28| 949.66000 7597.28 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A046 4.000 MILE| 800.00000 3200.00| 666.67000 2666.68| 726.21000 2904.84 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 3.000 MILE| 1420.00000 4260.00| 1508.20000 4524.60| 949.66000 2848.98 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 1590.000 LF | 0.65000 1033.50| 0.49000 779.10| 1.12000 1780.80 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C002 12.000 MILE| 270.00000 3240.00| 267.76000 3213.12| 201.10000 2413.20 Broken Temporary Traffic Stripe (Paint) | | | 0230 701C003 9.000 MILE| 290.00000 2610.00| 377.05000 3393.45| 279.31000 2513.79 Solid Temporary Traffic Stripe (Paint) | | | 0240 701G041 700.000 LF | 0.20000 140.00| 0.44000 308.00| 1.12000 784.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701G121 75.000 LF | 3.24000 243.00| 4.81000 360.75| 3.07000 230.25 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G125 572.000 LF | 3.62000 2070.64| 5.08000 2905.76| 4.19000 2396.68 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G133 452.000 LF | 4.07000 1839.64| 5.30000 2395.60| 4.19000 1893.88 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020329035 COUNTIES : MONROE LETTING DATE : 03/29/02 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 701H001 75.000 LF | 1.00000 75.00| 0.49000 36.75| 2.23000 167.25 Solid Traffic Stripe Removed (Plastic) | | | 0290 701H006 1024.000 LF | 0.50000 512.00| 0.44000 450.56| 1.12000 1146.88 Broken Traffic Stripe Removed (Plastic) | | | 0300 701H011 45.000 LF | 1.00000 45.00| 0.49000 22.05| 2.23000 100.35 Dotted Traffic Stripe Removed (Plastic) | | | 0310 703A002 3848.000 SQFT| 1.60000 6156.80| 1.69000 6503.12| 2.23000 8581.04 Traffic Control Markings, Class 2, Type | | | A | | | 0320 703B002 249.000 SQFT| 2.60000 647.40| 2.46000 612.54| 2.23000 555.27 Traffic Control Legends, Class 2, Type | | | 0330 703D002 8406.000 SQFT| 0.50000 4203.00| 0.82000 6892.92| 0.84000 7061.04 Temporary Traffic Control Markings | | | (Paint) | | | 0340 705A030 87.000 EACH| 4.80000 417.60| 4.26000 370.62| 5.03000 437.61 Pavement Markers, Class A-H, Type 2-C | | | 0350 705A031 91.000 EACH| 4.60000 418.60| 4.26000 387.66| 5.03000 457.73 Pavement Markers, Class A-H, Type 1-A | | | 0360 705A032 732.000 EACH| 4.60000 3367.20| 4.26000 3118.32| 5.03000 3681.96 Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 643.000 EACH| 4.80000 3086.40| 4.26000 2739.18| 5.03000 3234.29 Pavement Markers, Class A-H, Type 2-D | | | 0380 705A038 295.000 EACH| 4.80000 1416.00| 4.26000 1256.70| 5.03000 1483.85 Pavement Markers, Class A-H, Type 2-E | | | 0390 730H001 860.000 LF | 5.00000 4300.00| 5.46000 4695.60| 4.70000 4042.00 Loop Wire | | | 0400 740B000 494.000 SQFT| 7.00000 3458.00| 11.11000 5488.34| 11.77000 5814.38 Construction Signs | | | 0410 740E000 200.000 EACH| 8.00000 1600.00| 12.62000 2524.00| 15.24000 3048.00 Cones (36 Inches High) | | | 0420 740M001 200.000 EACH| 3.00000 600.00| 7.89000 1578.00| 9.65000 1930.00 Ballast For Cone | | | 0430 740O000 1.000 EACH| 500.00000 500.00| 3142.70000 3142.70| 6238.62000 6238.62 Pilot Car | | | SECTION TOTALS | $ 569,640.68| $ 590,454.66| $ 654,028.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 569,640.68| $ 590,454.66| $ 654,028.32 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20020329036 COUNTIES : PIKE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0201(520) for constructing the Planing, Resurfacing and Traffic Stripe STPAA-0201(521) on S.R.#93 from S.R.#53 (U.S.#231) to near Barr Street in Brundidge and on S.R.#15 (U.S.#29) from S.R.#53 (U.S.#231) to north of C.R.#7 in Troy. Length 6.031 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 607,793.37 100.0000% 2 01018 APAC-ALABAMA, INC. $ 658,860.98 108.4021% 3 02032 BULLARD EXCAVATING, INC. $ 720,416.43 118.5298% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020329036 COUNTIES : PIKE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( 3 ) 02032 |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B108 122818.000 SQYD| 0.67000 82288.06| 0.79000 97026.22| 0.80000 98254.40 Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 3685.000 GAL | 1.25000 4606.25| 0.01000 36.85| 1.15000 4237.75 Tack Coat | | | 0030 408A051 1236.000 SQYD| 0.66000 815.76| 2.99000 3695.64| 2.00000 2472.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 408A052 118236.000 SQYD| 0.61000 72123.96| 0.59000 69759.24| 0.65000 76853.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 9212.000 TON | 30.25000 278663.00| 31.82000 293125.84| 35.50000 327026.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 1843.000 TON | 36.40000 67085.20| 32.98000 60782.14| 39.61000 73001.23 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 8500.00000 8500.00| 50000.00000 50000.00| 35000.00000 35000.00 Mobilization | | | 0080 680A000 LUMP| 700.00000 700.00| 300.00000 300.00| 1500.00000 1500.00 Engineering Controls | | | 0090 701A028 2.000 MILE| 1134.30000 2268.60| 1140.00000 2280.00| 1250.00000 2500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A046 6.000 MILE| 776.10000 4656.60| 780.00000 4680.00| 867.00000 5202.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701A048 9.000 MILE| 1393.00000 12537.00| 1400.00000 12600.00| 1350.00000 12150.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701B009 2230.000 LF | 0.58000 1293.40| 0.58000 1293.40| 0.76000 1694.80 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0130 701C000 11.000 MILE| 268.65000 2955.15| 270.00000 2970.00| 255.00000 2805.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020329036 COUNTIES : PIKE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( 3 ) 02032 |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C001 20.000 MILE| 278.60000 5572.00| 280.00000 5600.00| 279.00000 5580.00 Solid Temporary Traffic Stripe | | | 0150 701D007 2.000 MILE| 1094.50000 2189.00| 1100.00000 2200.00| 1172.00000 2344.00 Solid Traffic Stripe Removed (Paint) | | | 0160 701D008 2.000 MILE| 1194.00000 2388.00| 1200.00000 2400.00| 1330.00000 2660.00 Solid Traffic Stripe Removed (Plastic) | | | 0170 701D014 2.000 MILE| 895.50000 1791.00| 900.00000 1800.00| 1033.00000 2066.00 Broken Traffic Stripe Removed (Paint) | | | 0180 701D015 2.000 MILE| 895.50000 1791.00| 900.00000 1800.00| 1020.00000 2040.00 Broken Traffic Stripe Removed (Plastic) | | | 0190 703A002 9126.000 SQFT| 1.59000 14510.34| 1.60000 14601.60| 2.15000 19620.90 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 2437.000 SQFT| 1.59000 3874.83| 1.60000 3899.20| 2.50000 6092.50 Traffic Control Legends, Class 2, Type | | | 0210 703D001 8475.000 SQFT| 0.60000 5085.00| 0.60000 5085.00| 0.75000 6356.25 Temporary Traffic Control Markings | | | 0220 703E001 1944.000 SQFT| 0.60000 1166.40| 0.60000 1166.40| 1.00000 1944.00 Temporary Traffic Control Legends | | | 0230 705A030 123.000 EACH| 4.78000 587.94| 4.80000 590.40| 5.00000 615.00 Pavement Markers, Class A-H, Type 2-C | | | 0240 705A031 125.000 EACH| 4.58000 572.50| 4.60000 575.00| 5.00000 625.00 Pavement Markers, Class A-H, Type 1-A | | | 0250 705A032 196.000 EACH| 4.58000 897.68| 4.60000 901.60| 5.00000 980.00 Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 920.000 EACH| 4.78000 4397.60| 4.80000 4416.00| 4.86000 4471.20 Pavement Markers, Class A-H, Type 2-D | | | 0270 705A038 195.000 EACH| 4.78000 932.10| 4.80000 936.00| 5.00000 975.00 Pavement Markers, Class A-H, Type 2-E | | | 0280 740B000 1595.000 SQFT| 11.00000 17545.00| 7.11000 11340.45| 10.00000 15950.00 Construction Signs | | | 0290 740E000 200.000 EACH| 10.00000 2000.00| 5.00000 1000.00| 12.00000 2400.00 Cones (36 Inches High) | | | 0300 740M001 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| 5.00000 1000.00 Ballast For Cone | | | 0310 740O000 2.000 EACH| 1500.00000 3000.00| 500.00000 1000.00| 1000.00000 2000.00 Pilot Car | | | SECTION TOTALS | $ 607,793.37| $ 658,860.98| $ 720,416.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 607,793.37| $ 658,860.98| $ 720,416.43 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20020329037 COUNTIES : CHEROKEE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0202(519) for constructing the Planing, Widening, Resurfacing and Traffic Stripe on S.R.#9 from Ellis Bridge to S.R.#25 (U.S.#411) in Centre. Length 6.950 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 959,017.54 100.0000% 2 03052 CASH CONSTRUCTION COMPANY $ 1,128,442.11 117.6665% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,229,773.76 128.2327% 4 01018 APAC-ALABAMA, INC. $ 1,351,606.18 140.9365% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020329037 COUNTIES : CHEROKEE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 03052 |( 3 ) 13022 |GOOD HOPE CONTRACTING CO., |CASH CONSTRUCTION COMPANY |MCCARTNEY 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 3690.000 GAL | 1.15000 4243.50| 0.74000 2730.60| 1.50000 5535.00 Tack Coat | | | 0020 408A052 122945.000 SQYD| 0.56000 68849.20| 1.00000 122945.00| 0.65000 79914.25 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 600.000 SQYD| 2.50000 1500.00| 2.87000 1722.00| 2.00000 1200.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 410B000 1.000 EACH| 3500.00000 3500.00| 100.00000 100.00| 3000.00000 3000.00 State Furnished Profilograph | | | 0050 424A360 6765.000 TON | 30.78000 208226.70| 32.00000 216480.00| 33.00000 223245.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B651 18445.000 TON | 24.74000 456329.30| 30.00000 553350.00| 32.00000 590240.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B659 100.000 TON | 40.00000 4000.00| 30.00000 3000.00| 45.00000 4500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 2440.000 TON | 24.74000 60365.60| 38.00000 92720.00| 32.00000 78080.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B004 4520.000 TON | 10.06000 45471.20| 14.00000 63280.00| 16.00000 72320.00 Aggregate Surfacing (ALDOT #810) | | | 0100 600A000 LUMP| 52106.81000 52106.81| 12942.00000 12942.00| 113835.00000 113835.00 Mobilization | | | 0110 701A032 6.000 MILE| 1190.00000 7140.00| 1190.00000 7140.00| 1190.00000 7140.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A046 6.000 MILE| 840.00000 5040.00| 840.00000 5040.00| 840.00000 5040.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A080 14.000 MILE| 850.00000 11900.00| 850.00000 11900.00| 850.00000 11900.00 Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020329037 COUNTIES : CHEROKEE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 03052 |( 3 ) 13022 |GOOD HOPE CONTRACTING CO., |CASH CONSTRUCTION COMPANY |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701B009 30.000 LF | 1.00000 30.00| 1.00000 30.00| 1.00000 30.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 12.000 MILE| 320.00000 3840.00| 320.00000 3840.00| 320.00000 3840.00 Broken Temporary Traffic Stripe | | | 0160 701C001 40.000 MILE| 340.00000 13600.00| 340.00000 13600.00| 340.00000 13600.00 Solid Temporary Traffic Stripe | | | 0170 701G125 212.000 LF | 5.64000 1195.68| 5.64000 1195.68| 5.64000 1195.68 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G133 212.000 LF | 5.84000 1238.08| 5.84000 1238.08| 5.84000 1238.08 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 703A002 190.000 SQFT| 3.00000 570.00| 3.00000 570.00| 3.00000 570.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 30.000 SQFT| 5.00000 150.00| 5.00000 150.00| 5.00000 150.00 Traffic Control Legends, Class 2, Type | | | 0210 705A032 240.000 EACH| 5.00000 1200.00| 5.00000 1200.00| 5.00000 1200.00 Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 535.000 EACH| 5.25000 2808.75| 5.25000 2808.75| 5.25000 2808.75 Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 716.000 SQFT| 7.42000 5312.72| 10.00000 7160.00| 12.00000 8592.00 Construction Signs | | | 0240 740E000 200.000 EACH| 1.00000 200.00| 10.00000 2000.00| 2.00000 400.00 Cones (36 Inches High) | | | 0250 740M001 200.000 EACH| 1.00000 200.00| 6.50000 1300.00| 1.00000 200.00 Ballast For Cone | | | SECTION TOTALS | $ 959,017.54| $ 1,128,442.11| $ 1,229,773.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 959,017.54| $ 1,128,442.11| $ 1,229,773.76 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020329037 COUNTIES : CHEROKEE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 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 405A000 3690.000 GAL | 0.81000 2988.90| | Tack Coat | | | 0020 408A052 122945.000 SQYD| 1.44000 177040.80| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 600.000 SQYD| 2.97000 1782.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 410B000 1.000 EACH| 4461.04000 4461.04| | State Furnished Profilograph | | | 0050 424A360 6765.000 TON | 39.64000 268164.60| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B651 18445.000 TON | 36.14000 666602.30| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B659 100.000 TON | 49.02000 4902.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 2440.000 TON | 34.35000 83814.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B004 4520.000 TON | 18.07000 81676.40| | Aggregate Surfacing (ALDOT #810) | | | 0100 600A000 LUMP| 500.00000 500.00| | Mobilization | | | 0110 701A032 6.000 MILE| 1249.50000 7497.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A046 6.000 MILE| 882.00000 5292.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A080 14.000 MILE| 892.50000 12495.00| | Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020329037 COUNTIES : CHEROKEE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701B009 30.000 LF | 1.05000 31.50| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 12.000 MILE| 336.00000 4032.00| | Broken Temporary Traffic Stripe | | | 0160 701C001 40.000 MILE| 357.00000 14280.00| | Solid Temporary Traffic Stripe | | | 0170 701G125 212.000 LF | 5.93000 1257.16| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G133 212.000 LF | 6.14000 1301.68| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 703A002 190.000 SQFT| 3.15000 598.50| | Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 30.000 SQFT| 5.25000 157.50| | Traffic Control Legends, Class 2, Type | | | 0210 705A032 240.000 EACH| 5.25000 1260.00| | Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 535.000 EACH| 5.52000 2953.20| | Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 716.000 SQFT| 7.35000 5262.60| | Construction Signs | | | 0240 740E000 200.000 EACH| 9.98000 1996.00| | Cones (36 Inches High) | | | 0250 740M001 200.000 EACH| 6.30000 1260.00| | Ballast For Cone | | | SECTION TOTALS | $ 1,351,606.18| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,351,606.18| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20020329038 COUNTIES : CLEBURNE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0203(512) for constructing the Planing, Resurfacing, and Traffic 99-304-154-046-201 Stripe on S.R.#46 near Heflin from S.R.#4 (U.S.#78) to the Alabama state line. Length - 21.286 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,399,509.37 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,553,354.50 110.9928% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020329038 COUNTIES : CLEBURNE LETTING DATE : 03/29/02 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 209A000 67.000 EACH| 89.50000 5996.50| 80.00000 5360.00| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 108.16000 108.16| 155.00000 155.00| Mailbox Reset, Double | | | 0030 401B100 311867.000 SQYD| 0.52000 162170.84| 0.50000 155933.50| Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 1000.000 GAL | 0.91000 910.00| 1.00000 1000.00| Tack Coat | | | 0050 408A051 5184.000 SQYD| 1.61000 8346.24| 2.50000 12960.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 408A052 20086.000 SQYD| 1.23000 24705.78| 0.75000 15064.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 408A054 267.000 SQYD| 9.55000 2549.85| 7.00000 1869.00| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0080 424A361 26500.000 TON | 31.12000 824680.00| 32.50000 861250.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 700.000 TON | 43.54000 30478.00| 32.50000 22750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424A370 700.000 TON | 32.34000 22638.00| 43.00000 30100.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B655 850.000 TON | 52.69000 44786.50| 60.00000 51000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B659 1000.000 TON | 37.00000 37000.00| 31.00000 31000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020329038 COUNTIES : CLEBURNE LETTING DATE : 03/29/02 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 430B043 3150.000 TON | 16.48000 51912.00| 14.75000 46462.50| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 600A000 LUMP| 7791.00000 7791.00| 143835.00000 143835.00| Mobilization | | | 0150 701A028 41.000 MILE| 1249.50000 51229.50| 1190.00000 48790.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A041 4.000 MILE| 892.50000 3570.00| 850.00000 3400.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A046 15.000 MILE| 882.00000 13230.00| 840.00000 12600.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 26.000 MILE| 1559.25000 40540.50| 1485.00000 38610.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701C000 38.000 MILE| 336.00000 12768.00| 320.00000 12160.00| Broken Temporary Traffic Stripe | | | 0200 701C001 55.000 MILE| 357.00000 19635.00| 340.00000 18700.00| Solid Temporary Traffic Stripe | | | 0210 703A002 2400.000 SQFT| 1.89000 4536.00| 1.80000 4320.00| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 400.000 SQFT| 2.73000 1092.00| 2.60000 1040.00| Traffic Control Legends, Class 2, Type | | | 0230 703D001 700.000 SQFT| 1.05000 735.00| 1.00000 700.00| Temporary Traffic Control Markings | | | 0240 740B000 2135.000 SQFT| 7.50000 16012.50| 12.00000 25620.00| Construction Signs | | | 0250 740E000 225.000 EACH| 1.00000 225.00| 2.00000 450.00| Cones (36 Inches High) | | | 0260 740M001 225.000 EACH| 1.00000 225.00| 1.00000 225.00| Ballast For Cone | | | 0270 740O000 1.000 EACH| 10300.00000 10300.00| 7000.00000 7000.00| Pilot Car | | | 0280 741C010 1.000 EACH| 1338.00000 1338.00| 1000.00000 1000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,399,509.37| $ 1,553,354.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,399,509.37| $ 1,553,354.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20020329039 COUNTIES : MARENGO LETTING DATE : 03/29/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0203(513) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#28 from MP 48.000 to MP 53.550 at the west city limit of Thomaston. Length 5.550 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 727,560.96 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 823,444.61 113.1788% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 893,110.33 122.7540% 4 19100 SOUTHWEST ALABAMA CONSTRUCTION, LLC $ 946,371.87 130.0746% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020329039 COUNTIES : MARENGO LETTING DATE : 03/29/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( 3 ) 23011 |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 4.000 EACH| 145.00000 580.00| 200.00000 800.00| 67.39000 269.56 Mailbox Reset, Single | | | 0020 305A000 1700.000 CUYD| 7.50000 12750.00| 12.00000 20400.00| 12.27000 20859.00 Borrow, Section 210, For Miscellaneous | | | Use | | | 0030 405A000 7005.000 GAL | 0.70000 4903.50| 1.00000 7005.00| 0.79000 5533.95 Tack Coat | | | 0040 408A053 77160.000 SQYD| 1.00000 77160.00| 0.68000 52468.80| 0.72000 55555.20 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410C000 1.000 EACH| 1500.00000 1500.00| 2500.00000 2500.00| 35476.90000 35476.90 Contractor Retained Profilograph | | | 0060 424A360 5769.000 TON | 34.05000 196434.45| 39.98000 230644.62| 39.43000 227471.67 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 600.000 TON | 37.00000 22200.00| 43.00000 25800.00| 51.09000 30654.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 9453.000 TON | 30.95000 292570.35| 37.51000 354582.03| 38.57000 364602.21 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 600.000 TON | 45.00000 27000.00| 55.00000 33000.00| 68.25000 40950.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 700.000 TON | 32.95000 23065.00| 43.00000 30100.00| 47.30000 33110.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 428B000 57870.000 LF | 0.05000 2893.50| 0.10000 5787.00| 0.06000 3472.20 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0120 430B000 200.000 TON | 28.00000 5600.00| 30.00000 6000.00| 26.25000 5250.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020329039 COUNTIES : MARENGO LETTING DATE : 03/29/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( 3 ) 23011 |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 23000.00000 23000.00| 14700.00000 14700.00| 24516.60000 24516.60 Mobilization | | | 0140 652A054 6.000 ACRE| 450.00000 2700.00| 800.00000 4800.00| 555.55000 3333.30 Seeding (Mix 2A) | | | 0150 656A000 6.000 ACRE| 450.00000 2700.00| 800.00000 4800.00| 555.55000 3333.30 Mulching, Class A, Type 1 | | | 0160 665F000 150.000 EACH| 5.00000 750.00| 5.00000 750.00| 6.44000 966.00 Hay Bales | | | 0170 665J000 100.000 LF | 3.50000 350.00| 5.00000 500.00| 4.34000 434.00 Silt Fence, Type A | | | 0180 701A006 11.000 MILE| 320.00000 3520.00| 320.00000 3520.00| 388.89000 4277.79 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701A010 5.000 MILE| 180.00000 900.00| 180.00000 900.00| 322.22000 1611.10 Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701A014 6.000 MILE| 300.00000 1800.00| 300.00000 1800.00| 388.89000 2333.34 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701C002 10.000 MILE| 300.00000 3000.00| 300.00000 3000.00| 222.22000 2222.20 Broken Temporary Traffic Stripe (Paint) | | | 0220 701C003 11.000 MILE| 320.00000 3520.00| 320.00000 3520.00| 277.78000 3055.58 Solid Temporary Traffic Stripe (Paint) | | | 0230 701D007 1.000 MILE| 1400.00000 1400.00| 1400.00000 1400.00| 555.55000 555.55 Solid Traffic Stripe Removed (Paint) | | | 0240 701D014 1.000 MILE| 1200.00000 1200.00| 1200.00000 1200.00| 444.44000 444.44 Broken Traffic Stripe Removed (Paint) | | | 0250 701G125 738.000 LF | 3.32000 2450.16| 3.32000 2450.16| 4.44000 3276.72 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G129 369.000 LF | 1.96000 723.24| 1.96000 723.24| 4.44000 1638.36 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G133 369.000 LF | 4.04000 1490.76| 4.04000 1490.76| 4.44000 1638.36 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 703A000 150.000 SQFT| 1.00000 150.00| 1.00000 150.00| 1.22000 183.00 Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020329039 COUNTIES : MARENGO LETTING DATE : 03/29/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( 3 ) 23011 |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703D002 150.000 SQFT| 1.00000 150.00| 1.00000 150.00| 0.56000 84.00 Temporary Traffic Control Markings | | | (Paint) | | | 0300 705A032 220.000 EACH| 4.60000 1012.00| 4.60000 1012.00| 5.56000 1223.20 Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 335.000 EACH| 4.80000 1608.00| 4.80000 1608.00| 5.56000 1862.60 Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 353.000 SQFT| 10.00000 3530.00| 11.00000 3883.00| 11.31000 3992.43 Construction Signs | | | 0330 740E000 200.000 EACH| 10.50000 2100.00| 1.00000 200.00| 11.79000 2358.00 Cones (36 Inches High) | | | 0340 740M001 200.000 EACH| 8.00000 1600.00| 1.00000 200.00| 8.04000 1608.00 Ballast For Cone | | | 0350 740O000 1.000 EACH| 1250.00000 1250.00| 1600.00000 1600.00| 4957.77000 4957.77 Pilot Car | | | SECTION TOTALS | $ 727,560.96| $ 823,444.61| $ 893,110.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 727,560.96| $ 823,444.61| $ 893,110.33 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020329039 COUNTIES : MARENGO LETTING DATE : 03/29/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19100 |( ) |( ) |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 4.000 EACH| 25.00000 100.00| | Mailbox Reset, Single | | | 0020 305A000 1700.000 CUYD| 10.75000 18275.00| | Borrow, Section 210, For Miscellaneous | | | Use | | | 0030 405A000 7005.000 GAL | 0.75000 5253.75| | Tack Coat | | | 0040 408A053 77160.000 SQYD| 0.88000 67900.80| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410C000 1.000 EACH| 1500.00000 1500.00| | Contractor Retained Profilograph | | | 0060 424A360 5769.000 TON | 42.75000 246624.75| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 600.000 TON | 44.05000 26430.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 9453.000 TON | 41.35000 390881.55| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 600.000 TON | 88.75000 53250.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 700.000 TON | 41.35000 28945.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 428B000 57870.000 LF | 0.10000 5787.00| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0120 430B000 200.000 TON | 23.34000 4668.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 039 -6 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020329039 COUNTIES : MARENGO LETTING DATE : 03/29/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19100 |( ) |( ) |SOUTHWEST ALABAMA CONSTRUCT | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 59128.77000 59128.77| | Mobilization | | | 0140 652A054 6.000 ACRE| 475.00000 2850.00| | Seeding (Mix 2A) | | | 0150 656A000 6.000 ACRE| 475.00000 2850.00| | Mulching, Class A, Type 1 | | | 0160 665F000 150.000 EACH| 3.55000 532.50| | Hay Bales | | | 0170 665J000 100.000 LF | 4.75000 475.00| | Silt Fence, Type A | | | 0180 701A006 11.000 MILE| 350.00000 3850.00| | Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701A010 5.000 MILE| 290.00000 1450.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701A014 6.000 MILE| 350.00000 2100.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701C002 10.000 MILE| 200.00000 2000.00| | Broken Temporary Traffic Stripe (Paint) | | | 0220 701C003 11.000 MILE| 250.00000 2750.00| | Solid Temporary Traffic Stripe (Paint) | | | 0230 701D007 1.000 MILE| 500.00000 500.00| | Solid Traffic Stripe Removed (Paint) | | | 0240 701D014 1.000 MILE| 400.00000 400.00| | Broken Traffic Stripe Removed (Paint) | | | 0250 701G125 738.000 LF | 4.00000 2952.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G129 369.000 LF | 4.00000 1476.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G133 369.000 LF | 4.00000 1476.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 703A000 150.000 SQFT| 1.10000 165.00| | Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 039 -7 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020329039 COUNTIES : MARENGO LETTING DATE : 03/29/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19100 |( ) |( ) |SOUTHWEST ALABAMA CONSTRUCT | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703D002 150.000 SQFT| 0.50000 75.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0300 705A032 220.000 EACH| 5.00000 1100.00| | Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 335.000 EACH| 5.00000 1675.00| | Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 353.000 SQFT| 12.75000 4500.75| | Construction Signs | | | 0330 740E000 200.000 EACH| 9.50000 1900.00| | Cones (36 Inches High) | | | 0340 740M001 200.000 EACH| 6.50000 1300.00| | Ballast For Cone | | | 0350 740O000 1.000 EACH| 1250.00000 1250.00| | Pilot Car | | | SECTION TOTALS | $ 946,371.87| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 946,371.87| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20020329040 COUNTIES : BLOUNT LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0204(509) for constructing the Planing, Resurfacing, and Loop Detectors on S.R.#53 (U.S.#231) from the St. Clair county line to S.R.#75 in Oneonta. Length - 8.336 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 829,015.64 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 909,151.52 109.6664% 3 01018 APAC-ALABAMA, INC. $ 966,243.08 116.5531% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020329040 COUNTIES : BLOUNT LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 04013 |( 3 ) 01018 |WHITAKER CONTRACTING CORPOR |DUNN CONSTRUCTION CO., 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 206C025 167.000 SQYD| 13.50000 2254.50| 8.50000 1419.50| 8.50000 1419.50 Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 209A000 8.000 EACH| 100.00000 800.00| 89.60000 716.80| 210.00000 1680.00 Mailbox Reset, Single | | | 0030 209A001 1.000 EACH| 100.00000 100.00| 179.20000 179.20| 325.00000 325.00 Mailbox Reset, Double | | | 0040 305A040 709.000 CUYD| 14.00000 9926.00| 11.63000 8245.67| 15.00000 10635.00 Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0050 401B100 120510.000 SQYD| 0.51950 62604.95| 0.58000 69895.80| 0.55000 66280.50 Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 5198.000 GAL | 0.01000 51.98| 0.88000 4574.24| 1.09000 5665.82 Tack Coat | | | 0070 408A052 43156.000 SQYD| 0.36000 15536.16| 0.69000 29777.64| 0.87000 37545.72 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 424A361 14293.000 TON | 30.46000 435364.78| 32.78000 468524.54| 35.08000 501398.44 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 3707.000 TON | 29.21000 108281.47| 33.06000 122553.42| 34.24000 126927.68 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B656 200.000 TON | 35.00000 7000.00| 47.85000 9570.00| 59.37000 11874.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 20000.00000 20000.00| 10396.91000 10396.91| 19700.00000 19700.00 Mobilization | | | 0120 665F000 50.000 EACH| 1.00000 50.00| 1.17000 58.50| 12.19000 609.50 Hay Bales | | | 0130 665J000 150.000 LF | 1.00000 150.00| 1.76000 264.00| 6.84000 1026.00 Silt Fence, Type A | | | 0140 701C000 15.000 MILE| 320.00000 4800.00| 358.67000 5380.05| 336.00000 5040.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020329040 COUNTIES : BLOUNT LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 04013 |( 3 ) 01018 |WHITAKER CONTRACTING CORPOR |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C001 16.000 MILE| 340.00000 5440.00| 381.08000 6097.28| 357.00000 5712.00 Solid Temporary Traffic Stripe | | | 0160 702A040 5.000 MILE| 1875.00000 9375.00| 2101.57000 10507.85| 1968.75000 9843.75 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A041 15.000 MILE| 3895.00000 58425.00| 4365.65000 65484.75| 4089.75000 61346.25 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A042 5.000 MILE| 1875.00000 9375.00| 2101.57000 10507.85| 1968.75000 9843.75 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A043 13.000 MILE| 3895.00000 50635.00| 4365.65000 56753.45| 4089.75000 53166.75 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702B011 581.000 LF | 1.60000 929.60| 1.80000 1045.80| 1.68000 976.08 Dotted Profiled Traffic Stripe (6" Wide | | | 0210 703A002 1841.000 SQFT| 1.80000 3313.80| 2.02000 3718.82| 1.89000 3479.49 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 113.000 SQFT| 2.80000 316.40| 3.13000 353.69| 2.94000 332.22 Traffic Control Legends, Class 2, Type | | | 0230 703D001 1815.000 SQFT| 1.00000 1815.00| 1.13000 2050.95| 1.05000 1905.75 Temporary Traffic Control Markings | | | 0240 705A030 35.000 EACH| 5.25000 183.75| 5.89000 206.15| 5.51000 192.85 Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 304.000 EACH| 5.00000 1520.00| 5.61000 1705.44| 5.25000 1596.00 Pavement Markers, Class A-H, Type 1-A | | | 0260 705A032 338.000 EACH| 5.00000 1690.00| 5.61000 1896.18| 5.25000 1774.50 Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 907.000 EACH| 5.25000 4761.75| 5.89000 5342.23| 5.51000 4997.57 Pavement Markers, Class A-H, Type 2-D | | | 0280 705A038 34.000 EACH| 5.25000 178.50| 5.89000 200.26| 5.51000 187.34 Pavement Markers, Class A-H, Type 2-E | | | 0290 730H001 1692.000 LF | 3.50000 5922.00| 2.81000 4754.52| 2.62000 4433.04 Loop Wire | | | 0300 730I001 100.000 LF | 1.00000 100.00| 1.41000 141.00| 1.31000 131.00 Loop Detector Lead-In-Cable | | | 0310 740B000 674.000 SQFT| 7.50000 5055.00| 8.22000 5540.28| 7.72000 5203.28 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020329040 COUNTIES : BLOUNT LETTING DATE : 03/29/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 04013 |( 3 ) 01018 |WHITAKER CONTRACTING CORPOR |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740E000 310.000 EACH| 6.00000 1860.00| 1.17000 362.70| 12.18000 3775.80 Cones (36 Inches High) | | | 0330 740M001 310.000 EACH| 0.00000 0.00| 1.17000 362.70| 3.85000 1193.50 Ballast For Cone | | | 0340 741C010 1.000 EACH| 1200.00000 1200.00| 563.35000 563.35| 6025.00000 6025.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 829,015.64| $ 909,151.52| $ 966,243.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 829,015.64| $ 909,151.52| $ 966,243.08 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20020329042 COUNTIES : CALHOUN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-0800(203) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Sulphur Springs Road over Acker Creek east of S.R.#77. Length - 0.155 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04009 W. W. DYAR & SONS, INC. $ 170,299.53 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 179,287.65 105.2778% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020329042 COUNTIES : CALHOUN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04009 |( 2 ) 16032 |( ) |W. W. DYAR & SONS, INC. |PRICHARD CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 6900.00000 6900.00| 2000.00000 2000.00| Clearing & Grubbing (Approximately 0.75 | | | Acres) | | | 0020 206A000 LUMP| 6000.00000 6000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 12+03.64 | | | 0030 210A000 72.000 CUYD| 7.00000 504.00| 8.00000 576.00| Unclassified Excavation | | | 0040 210D001 446.000 CUYD| 10.00000 4460.00| 15.00000 6690.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 156.000 CUYD| 12.00000 1872.00| 20.00000 3120.00| Structure Excavation | | | 0060 214B001 234.000 CUYD| 28.00000 6552.00| 28.00000 6552.00| Foundation Backfill, Commercial | | | 0070 230A000 6.000 RBST| 835.38000 5012.28| 800.00000 4800.00| Roadbed Processing | | | 0080 301A012 1284.000 SQYD| 8.30000 10657.20| 8.00000 10272.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1284.000 SQYD| 0.63000 808.92| 1.25000 1605.00| Bituminous Treatment A | | | 0100 405A000 39.000 GAL | 1.17000 45.63| 1.50000 58.50| Tack Coat | | | 0110 424A340 151.000 TON | 51.00000 7701.00| 50.00000 7550.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 214.000 TON | 49.00000 10486.00| 48.00000 10272.00| Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 48.000 TON | 30.50000 1464.00| 30.00000 1440.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 32843.000 LB | 0.50000 16421.50| 0.55000 18063.65| Steel Reinforcement | | | 0150 524A011 158.000 CUYD| 300.00000 47400.00| 315.00000 49770.00| Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020329042 COUNTIES : CALHOUN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04009 |( 2 ) 16032 |( ) |W. W. DYAR & SONS, INC. |PRICHARD CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| Mobilization | | | 0170 610C001 149.000 TON | 28.00000 4172.00| 28.00000 4172.00| Loose Riprap, Class 2 | | | 0180 610D000 118.000 SQYD| 4.00000 472.00| 5.00000 590.00| Filter Blanket | | | 0190 636A002 821.000 LF | 3.00000 2463.00| 3.00000 2463.00| Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0200 637A001 824.000 LF | 3.00000 2472.00| 3.00000 2472.00| Fence Reset (Includes All Types) | | | 0210 650A000 245.000 CUYD| 10.00000 2450.00| 12.00000 2940.00| Topsoil | | | 0220 652A053 1.000 ACRE| 810.00000 810.00| 700.00000 700.00| Seeding (Mix 1E) | | | 0230 656A000 1.000 ACRE| 810.00000 810.00| 800.00000 800.00| Mulching, Class A, Type 1 | | | 0240 656A001 1.000 ACRE| 864.00000 864.00| 800.00000 800.00| Mulching, Class A, Type 2 | | | 0250 665F000 50.000 EACH| 5.00000 250.00| 6.00000 300.00| Hay Bales | | | 0260 665J000 200.000 LF | 4.00000 800.00| 6.00000 1200.00| Silt Fence, Type A | | | 0270 680A000 LUMP| 4820.00000 4820.00| 3000.00000 3000.00| Engineering Controls | | | 0280 701A031 1.000 MILE| 2260.00000 2260.00| 2200.00000 2200.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A035 1.000 MILE| 2260.00000 2260.00| 2600.00000 2600.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701C001 1.000 MILE| 735.00000 735.00| 600.00000 600.00| Solid Temporary Traffic Stripe | | | 0310 705A037 20.000 EACH| 6.65000 133.00| 12.00000 240.00| Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 255.000 SQFT| 12.00000 3060.00| 10.50000 2677.50| Construction Signs | | | 0330 740C000 48.000 SQFT| 8.00000 384.00| 10.50000 504.00| Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020329042 COUNTIES : CALHOUN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04009 |( 2 ) 16032 |( ) |W. W. DYAR & SONS, INC. |PRICHARD CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740F002 8.000 EACH| 250.00000 2000.00| 300.00000 2400.00| Barricades, Type III | | | 0350 740I005 4.000 EACH| 200.00000 800.00| 215.00000 860.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 170,299.53| $ 179,287.65| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 170,299.53| $ 179,287.65| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20020329043 COUNTIES : CHAMBERS LETTING DATE : 03/29/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 20 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0920(200) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#1289 from near the north city limit of Lanett to C.R.#1202. Length - 1.439 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING CO., INC. $ 175,596.68 100.0000% 2 01019 APAC-GEORGIA, INC. $ 231,775.18 131.9929% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020329043 COUNTIES : CHAMBERS LETTING DATE : 03/29/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01019 |( ) |EAST ALABAMA PAVING CO., IN |APAC-GEORGIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B108 18578.000 SQYD| 0.80000 14862.40| 2.14000 39756.92| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 1672.000 GAL | 1.20000 2006.40| 0.72000 1203.84| Tack Coat | | | 0030 424A340 1074.000 TON | 38.05000 40865.70| 34.86000 37439.64| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A346 558.000 TON | 0.00000 0.00| 38.58000 21527.64| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B636 1951.000 TON | 35.78000 69806.78| 34.62000 67543.62| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0060 424B640 100.000 TON | 10.00000 1000.00| 146.18000 14618.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424C351 412.000 TON | 35.00000 14420.00| 40.41000 16648.92| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 430B043 627.000 TON | 5.00000 3135.00| 15.00000 9405.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 600A000 LUMP| 17043.00000 17043.00| 10388.70000 10388.70| Mobilization | | | 0100 701A031 3.000 MILE| 950.00000 2850.00| 1070.00000 3210.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0110 701A035 2.000 MILE| 1150.00000 2300.00| 1337.50000 2675.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 1.000 MILE| 880.00000 880.00| 802.50000 802.50| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020329043 COUNTIES : CHAMBERS LETTING DATE : 03/29/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01019 |( ) |EAST ALABAMA PAVING CO., IN |APAC-GEORGIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C000 3.000 MILE| 290.00000 870.00| 428.00000 1284.00| Broken Temporary Traffic Stripe | | | 0140 701C001 6.000 MILE| 390.00000 2340.00| 428.00000 2568.00| Solid Temporary Traffic Stripe | | | 0150 703A002 40.000 SQFT| 2.60000 104.00| 5.35000 214.00| Traffic Control Markings, Class 2, Type | | | A | | | 0160 705A032 42.000 EACH| 5.30000 222.60| 5.35000 224.70| Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 143.000 EACH| 5.60000 800.80| 5.62000 803.66| Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 159.000 SQFT| 10.00000 1590.00| 8.56000 1361.04| Construction Signs | | | 0190 740O000 1.000 EACH| 500.00000 500.00| 100.00000 100.00| Pilot Car | | | SECTION TOTALS | $ 175,596.68| $ 231,775.18| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 175,596.68| $ 231,775.18| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20020329044 COUNTIES : CHILTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1100(203) for constructing the Bridge Replacement (Precast) on C.R.#77 over Yellow Leaf Creek north of Clanton. Length - 0.038 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN $ 365,025.00 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 378,372.00 103.6565% 3 06001 F & W CONSTRUCTION COMPANY, INC. $ 379,635.00 104.0025% 4 13099 MCINNIS, LLC $ 396,209.10 108.5430% 5 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 398,545.00 109.1829% 6 23071 WARRIOR CONSTRUCTORS, INC. $ 398,624.50 109.2047% 7 12037 LANEY & SONS CONSTRUCTION CO., INC. $ 399,972.00 109.5739% 8 20051 THREE RIVERS CONTRACTING, L.L.C. $ 430,611.63 117.9677% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020329044 COUNTIES : CHILTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 01007 |( 3 ) 06001 |B & B ENGINEERING & DESIGN |ALABAMA BRIDGE BUILDERS, IN |F & W 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| 1500.00000 1500.00| 2000.00000 2000.00| 8000.00000 8000.00 Clearing & Grubbing (Approximately .25 | | | Acres) | | | 0020 206A000 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 2+90.00 | | | 0030 502A000 180.000 LB | 1.00000 180.00| 1.00000 180.00| 1.00000 180.00 Steel Reinforcement | | | 0040 505A002 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53) | | | 0050 505B057 1.000 EACH| 1600.00000 1600.00| 4000.00000 4000.00| 2000.00000 2000.00 Static Loading Tests (HP 12x53) | | | 0060 505M002 1760.000 LF | 22.00000 38720.00| 22.00000 38720.00| 12.00000 21120.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2000.00000 4000.00| 1600.00000 3200.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 18.000 CUYD| 400.00000 7200.00| 300.00000 5400.00| 600.00000 10800.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 66.000 EACH| 62.50000 4125.00| 62.00000 4092.00| 75.00000 4950.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3000.00000 6000.00| 3100.00000 6200.00| 2800.00000 5600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 4.000 EACH| 3100.00000 12400.00| 3445.00000 13780.00| 3000.00000 12000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 30.000 EACH| 3795.00000 113850.00| 3945.00000 118350.00| 3200.00000 96000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 10.000 EACH| 3700.00000 37000.00| 4515.00000 45150.00| 3400.00000 34000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 4.000 EACH| 3500.00000 14000.00| 3935.00000 15740.00| 3500.00000 14000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0150 512D030 6.000 EACH| 3500.00000 21000.00| 3885.00000 23310.00| 3000.00000 18000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020329044 COUNTIES : CHILTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 01007 |( 3 ) 06001 |B & B ENGINEERING & DESIGN |ALABAMA BRIDGE BUILDERS, IN |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512E014 16.000 EACH| 350.00000 5600.00| 415.00000 6640.00| 500.00000 8000.00 Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0170 512F002 8.000 EACH| 625.00000 5000.00| 645.00000 5160.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W3 | | | 0180 512G000 4.000 EACH| 460.00000 1840.00| 415.00000 1660.00| 350.00000 1400.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 45000.00000 45000.00 Mobilization | | | 0200 610C001 480.000 TON | 19.00000 9120.00| 25.00000 12000.00| 20.00000 9600.00 Loose Riprap, Class 2 | | | 0210 610D000 400.000 SQYD| 2.00000 800.00| 3.00000 1200.00| 3.00000 1200.00 Filter Blanket | | | 0220 630C003 4.000 EACH| 1300.00000 5200.00| 1200.00000 4800.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 0230 630C050 4.000 EACH| 1400.00000 5600.00| 1750.00000 7000.00| 2000.00000 8000.00 Guardrail End Anchor, Type 20 Series | | | 0240 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 4.00000 400.00 Hay Bales | | | 0250 665J000 600.000 LF | 4.00000 2400.00| 5.50000 3300.00| 3.50000 2100.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| 4000.00000 4000.00 Engineering Controls | | | 0270 740B000 159.000 SQFT| 10.00000 1590.00| 10.00000 1590.00| 15.00000 2385.00 Construction Signs | | | 0280 740F002 10.000 EACH| 250.00000 2500.00| 200.00000 2000.00| 400.00000 4000.00 Barricades, Type III | | | 0290 740I005 2.000 EACH| 150.00000 300.00| 200.00000 400.00| 450.00000 900.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 365,025.00| $ 378,372.00| $ 379,635.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 365,025.00| $ 378,372.00| $ 379,635.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020329044 COUNTIES : CHILTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 14005 |( 6 ) 23071 |MCINNIS, LLC |G. W. NORRELL CONTRACTING C |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| 27000.00000 27000.00| 3000.00000 3000.00| 15500.00000 15500.00 Clearing & Grubbing (Approximately .25 | | | Acres) | | | 0020 206A000 LUMP| 35000.00000 35000.00| 40000.00000 40000.00| 48000.00000 48000.00 Removal Of Old Bridge, Station 2+90.00 | | | 0030 502A000 180.000 LB | 1.00000 180.00| 0.75000 135.00| 3.00000 540.00 Steel Reinforcement | | | 0040 505A002 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53) | | | 0050 505B057 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12x53) | | | 0060 505M002 1760.000 LF | 25.00000 44000.00| 18.00000 31680.00| 22.00000 38720.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2110.00000 4220.00| 3000.00000 6000.00| 2200.00000 4400.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 18.000 CUYD| 500.00000 9000.00| 500.00000 9000.00| 1000.00000 18000.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 66.000 EACH| 68.00000 4488.00| 100.00000 6600.00| 75.00000 4950.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3036.50000 6073.00| 3300.00000 6600.00| 3000.00000 6000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 4.000 EACH| 2958.00000 11832.00| 3200.00000 12800.00| 3000.00000 12000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 30.000 EACH| 3576.67000 107300.10| 3900.00000 117000.00| 3100.00000 93000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 10.000 EACH| 4375.00000 43750.00| 4300.00000 43000.00| 3500.00000 35000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 4.000 EACH| 3998.00000 15992.00| 4000.00000 16000.00| 3200.00000 12800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0150 512D030 6.000 EACH| 3992.00000 23952.00| 4100.00000 24600.00| 3200.00000 19200.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 044 -5 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020329044 COUNTIES : CHILTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 14005 |( 6 ) 23071 |MCINNIS, LLC |G. W. NORRELL CONTRACTING C |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512E014 16.000 EACH| 352.00000 5632.00| 600.00000 9600.00| 400.00000 6400.00 Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0170 512F002 8.000 EACH| 513.00000 4104.00| 1000.00000 8000.00| 575.00000 4600.00 Precast Concrete Wing Panels, Type W3 | | | 0180 512G000 4.000 EACH| 484.00000 1936.00| 800.00000 3200.00| 425.00000 1700.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 30000.00000 30000.00 Mobilization | | | 0200 610C001 480.000 TON | 18.00000 8640.00| 25.00000 12000.00| 22.50000 10800.00 Loose Riprap, Class 2 | | | 0210 610D000 400.000 SQYD| 2.80000 1120.00| 5.00000 2000.00| 4.00000 1600.00 Filter Blanket | | | 0220 630C003 4.000 EACH| 1050.00000 4200.00| 975.00000 3900.00| 1075.00000 4300.00 Guardrail End Anchor, Type 13 | | | 0230 630C050 4.000 EACH| 1325.00000 5300.00| 1325.00000 5300.00| 1450.00000 5800.00 Guardrail End Anchor, Type 20 Series | | | 0240 665F000 100.000 EACH| 5.00000 500.00| 3.00000 300.00| 6.00000 600.00 Hay Bales | | | 0250 665J000 600.000 LF | 6.00000 3600.00| 2.75000 1650.00| 5.00000 3000.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 6000.00000 6000.00| 3000.00000 3000.00| 10000.00000 10000.00 Engineering Controls | | | 0270 740B000 159.000 SQFT| 10.00000 1590.00| 20.00000 3180.00| 15.50000 2464.50 Construction Signs | | | 0280 740F002 10.000 EACH| 240.00000 2400.00| 500.00000 5000.00| 425.00000 4250.00 Barricades, Type III | | | 0290 740I005 2.000 EACH| 200.00000 400.00| 500.00000 1000.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 396,209.10| $ 398,545.00| $ 398,624.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 396,209.10| $ 398,545.00| $ 398,624.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 044 -6 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020329044 COUNTIES : CHILTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 12037 |( 8 ) 20051 |( ) |LANEY & SONS CONSTRUCTION C |THREE RIVERS CONTRACTING, L | 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| 1725.00000 1725.00| Clearing & Grubbing (Approximately .25 | | | Acres) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 33200.00000 33200.00| Removal Of Old Bridge, Station 2+90.00 | | | 0030 502A000 180.000 LB | 3.00000 540.00| 23.89000 4300.20| Steel Reinforcement | | | 0040 505A002 1.000 EACH| 2500.00000 2500.00| 1472.00000 1472.00| Steel Test Piles (HP 12x53) | | | 0050 505B057 1.000 EACH| 2500.00000 2500.00| 2300.00000 2300.00| Static Loading Tests (HP 12x53) | | | 0060 505M002 1760.000 LF | 20.00000 35200.00| 29.53000 51972.80| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 1850.00000 3700.00| 2443.75000 4887.50| Wire Rope Abutment Anchor Assembly | | | 0080 510A000 18.000 CUYD| 600.00000 10800.00| 245.97000 4427.46| Bridge Substructure Concrete, Class A | | | 0090 511A000 66.000 EACH| 75.00000 4950.00| 115.45000 7619.70| Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3250.00000 6500.00| 3755.96000 7511.92| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 4.000 EACH| 3500.00000 14000.00| 4289.56000 17158.24| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 30.000 EACH| 4000.00000 120000.00| 3730.98000 111929.40| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 10.000 EACH| 4500.00000 45000.00| 5134.69000 51346.90| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 4.000 EACH| 4000.00000 16000.00| 4724.86000 18899.44| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0150 512D030 6.000 EACH| 4000.00000 24000.00| 3809.26000 22855.56| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 044 -7 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020329044 COUNTIES : CHILTON LETTING DATE : 03/29/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 12037 |( 8 ) 20051 |( ) |LANEY & SONS CONSTRUCTION C |THREE RIVERS CONTRACTING, L | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512E014 16.000 EACH| 900.00000 14400.00| 661.92000 10590.72| Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0170 512F002 8.000 EACH| 1200.00000 9600.00| 1202.33000 9618.64| Precast Concrete Wing Panels, Type W3 | | | 0180 512G000 4.000 EACH| 900.00000 3600.00| 989.88000 3959.52| Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 30000.00000 30000.00| 17250.00000 17250.00| Mobilization | | | 0200 610C001 480.000 TON | 32.00000 15360.00| 37.95000 18216.00| Loose Riprap, Class 2 | | | 0210 610D000 400.000 SQYD| 3.95000 1580.00| 3.10000 1240.00| Filter Blanket | | | 0220 630C003 4.000 EACH| 975.00000 3900.00| 1983.75000 7935.00| Guardrail End Anchor, Type 13 | | | 0230 630C050 4.000 EACH| 1325.00000 5300.00| 2386.25000 9545.00| Guardrail End Anchor, Type 20 Series | | | 0240 665F000 100.000 EACH| 3.50000 350.00| 6.90000 690.00| Hay Bales | | | 0250 665J000 600.000 LF | 3.95000 2370.00| 3.83000 2298.00| Silt Fence, Type A | | | 0260 680A000 LUMP| 2500.00000 2500.00| 3450.00000 3450.00| Engineering Controls | | | 0270 740B000 159.000 SQFT| 8.00000 1272.00| 14.17000 2253.03| Construction Signs | | | 0280 740F002 10.000 EACH| 350.00000 3500.00| 178.25000 1782.50| Barricades, Type III | | | 0290 740I005 2.000 EACH| 275.00000 550.00| 88.55000 177.10| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 399,972.00| $ 430,611.63| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 399,972.00| $ 430,611.63| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20020329045 COUNTIES : CLEBURNE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1500(202) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#11 over Carr Creek in the Talladega National Forest. Length - 0.005 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 91,975.40 100.0000% 2 12019 LEVERETT CONSTRUCTION COMPANY $ 93,812.75 101.9977% 3 16032 PRICHARD CONSTRUCTION COMPANY $ 106,424.75 115.7100% 4 04009 W. W. DYAR & SONS, INC. $ 116,744.75 126.9304% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20020329045 COUNTIES : CLEBURNE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 12019 |( 3 ) 16032 |WARE CONSTRUCTION CO., INC. |LEVERETT CONSTRUCTION COMPA |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 6000.00000 6000.00| 1000.00000 1000.00| 7000.00000 7000.00 Removal Of Old Bridge, Station 15+00.00 | | | 0020 214A000 185.000 CUYD| 8.75000 1618.75| 4.00000 740.00| 12.00000 2220.00 Structure Excavation | | | 0030 214B001 110.000 CUYD| 24.50000 2695.00| 24.00000 2640.00| 28.00000 3080.00 Foundation Backfill, Commercial | | | 0040 502A000 30155.000 LB | 0.43000 12966.65| 0.45000 13569.75| 0.55000 16585.25 Steel Reinforcement | | | 0050 524A011 166.000 CUYD| 280.00000 46480.00| 380.00000 63080.00| 325.00000 53950.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 9000.00000 9000.00| 1500.00000 1500.00| 5000.00000 5000.00 Mobilization | | | 0070 610C001 195.000 TON | 25.00000 4875.00| 25.00000 4875.00| 30.00000 5850.00 Loose Riprap, Class 2 | | | 0080 610D003 117.000 SQYD| 1.00000 117.00| 2.50000 292.50| 6.00000 702.00 Filter Blanket, Geotextile | | | 0090 665F000 50.000 EACH| 3.00000 150.00| 5.00000 250.00| 6.00000 300.00 Hay Bales | | | 0100 665J000 400.000 LF | 4.50000 1800.00| 3.00000 1200.00| 8.00000 3200.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1000.00000 1000.00| 500.00000 500.00| 2000.00000 2000.00 Engineering Controls | | | 0120 740B000 283.000 SQFT| 11.00000 3113.00| 8.50000 2405.50| 12.50000 3537.50 Construction Signs | | | 0130 740F002 8.000 EACH| 225.00000 1800.00| 180.00000 1440.00| 300.00000 2400.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 180.00000 360.00| 160.00000 320.00| 300.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 91,975.40| $ 93,812.75| $ 106,424.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 91,975.40| $ 93,812.75| $ 106,424.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20020329045 COUNTIES : CLEBURNE LETTING DATE : 03/29/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( ) |( ) |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 206A000 LUMP| 8000.00000 8000.00| | Removal Of Old Bridge, Station 15+00.00 | | | 0020 214A000 185.000 CUYD| 12.00000 2220.00| | Structure Excavation | | | 0030 214B001 110.000 CUYD| 28.00000 3080.00| | Foundation Backfill, Commercial | | | 0040 502A000 30155.000 LB | 0.65000 19600.75| | Steel Reinforcement | | | 0050 524A011 166.000 CUYD| 345.00000 57270.00| | Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 9000.00000 9000.00| | Mobilization | | | 0070 610C001 195.000 TON | 28.00000 5460.00| | Loose Riprap, Class 2 | | | 0080 610D003 117.000 SQYD| 4.00000 468.00| | Filter Blanket, Geotextile | | | 0090 665F000 50.000 EACH| 5.00000 250.00| | Hay Bales | | | 0100 665J000 400.000 LF | 4.00000 1600.00| | Silt Fence, Type A | | | 0110 680A000 LUMP| 4000.00000 4000.00| | Engineering Controls | | | 0120 740B000 283.000 SQFT| 12.00000 3396.00| | Construction Signs | | | 0130 740F002 8.000 EACH| 250.00000 2000.00| | Barricades, Type III | | | 0140 740I005 2.000 EACH| 200.00000 400.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 116,744.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 116,744.75| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20020329046 COUNTIES : CRENSHAW LETTING DATE : 03/29/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-2114(201) for constructing the Bridge Replacements (Bridge Culverts) and Approaches on C.R.#59 at Turkey Creek and at Bear Creek south of Patsburg. Length 0.145 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12037 LANEY & SONS CONSTRUCTION CO., INC. $ 319,972.10 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 382,416.30 119.5155% 3 04014 DUBOSE CONSTRUCTION, L.L.C. $ 383,543.25 119.8677% 4 04009 W. W. DYAR & SONS, INC. $ 431,284.50 134.7882% 5 12019 LEVERETT CONSTRUCTION COMPANY $ 437,000.00 136.5744% 6 03047 CARTER'S CONTRACTING SERVICES, INC. $ 449,449.00 140.4651% 7 02032 BULLARD EXCAVATING, INC. $ 545,727.17 170.5546% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020329046 COUNTIES : CRENSHAW LETTING DATE : 03/29/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12037 |( 2 ) 14001 |( 3 ) 04014 |LANEY & SONS CONSTRUCTION C |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 824+38 | | | 0020 206A001 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 831+06.0 | | | 0030 210A000 370.000 CUYD| 10.00000 3700.00| 5.00000 1850.00| 7.50000 2775.00 Unclassified Excavation | | | 0040 210D100 2243.000 CUYD| 8.00000 17944.00| 9.75000 21869.25| 7.50000 16822.50 Borrow Excavation (Measured Complete In | | | Place) | | | 0050 214A000 3970.000 CUYD| 5.00000 19850.00| 2.00000 7940.00| 5.00000 19850.00 Structure Excavation | | | 0060 214B001 450.000 CUYD| 30.00000 13500.00| 5.00000 2250.00| 30.00000 13500.00 Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 1.00000 8.00| 50.00000 400.00| 1.00000 8.00 Roadbed Processing | | | 0080 301A072 782.000 SQYD| 8.60000 6725.20| 6.70000 5239.40| 5.00000 3910.00 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0090 401A000 580.000 SQYD| 2.00000 1160.00| 2.00000 1160.00| 2.00000 1160.00 Bituminous Treatment A | | | 0100 429A201 152.000 TON | 60.00000 9120.00| 60.00000 9120.00| 60.00000 9120.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 502A000 119575.000 LB | 0.45000 53808.75| 0.41000 49025.75| 0.45000 53808.75 Steel Reinforcement | | | 0120 524A011 657.000 CUYD| 185.00000 121545.00| 302.00000 198414.00| 260.00000 170820.00 Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| 19500.00000 19500.00 Mobilization | | | 0140 610C001 878.000 TON | 32.50000 28535.00| 22.75000 19974.50| 30.00000 26340.00 Loose Riprap, Class 2 | | | 0150 610D003 457.000 SQYD| 3.95000 1805.15| 2.20000 1005.40| 5.00000 2285.00 Filter Blanket, Geotextile | | | 0160 650A000 80.000 CUYD| 20.00000 1600.00| 12.50000 1000.00| 10.00000 800.00 Topsoil | | | 0170 652A061 1.000 ACRE| 500.00000 500.00| 1500.00000 1500.00| 475.00000 475.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020329046 COUNTIES : CRENSHAW LETTING DATE : 03/29/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12037 |( 2 ) 14001 |( 3 ) 04014 |LANEY & SONS CONSTRUCTION C |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 656A000 1.000 ACRE| 500.00000 500.00| 900.00000 900.00| 425.00000 425.00 Mulching, Class A, Type 1 | | | 0190 665F000 200.000 EACH| 1.00000 200.00| 5.00000 1000.00| 5.00000 1000.00 Hay Bales | | | 0200 665J000 800.000 LF | 1.00000 800.00| 3.00000 2400.00| 3.00000 2400.00 Silt Fence, Type A | | | 0210 680A000 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 10000.00000 10000.00 Engineering Controls | | | 0220 701A004 1.000 MILE| 300.00000 300.00| 500.00000 500.00| 500.00000 500.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0230 701A012 1.000 MILE| 325.00000 325.00| 500.00000 500.00| 500.00000 500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0240 701C000 1.000 MILE| 300.00000 300.00| 500.00000 500.00| 500.00000 500.00 Broken Temporary Traffic Stripe | | | 0250 701C001 1.000 MILE| 400.00000 400.00| 500.00000 500.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 0260 740B000 262.000 SQFT| 8.00000 2096.00| 14.00000 3668.00| 12.00000 3144.00 Construction Signs | | | 0270 740F002 8.000 EACH| 275.00000 2200.00| 275.00000 2200.00| 300.00000 2400.00 Barricades, Type III | | | 0280 740I005 2.000 EACH| 275.00000 550.00| 250.00000 500.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 319,972.10| $ 382,416.30| $ 383,543.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 319,972.10| $ 382,416.30| $ 383,543.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020329046 COUNTIES : CRENSHAW LETTING DATE : 03/29/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 12019 |( 6 ) 03047 |W. W. DYAR & SONS, INC. |LEVERETT CONSTRUCTION COMPA |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| 7410.00000 7410.00| 1000.00000 1000.00| 5480.00000 5480.00 Removal Of Old Bridge, Station 824+38 | | | 0020 206A001 LUMP| 7410.00000 7410.00| 1000.00000 1000.00| 5480.00000 5480.00 Removal Of Old Bridge, Station 831+06.0 | | | 0030 210A000 370.000 CUYD| 7.00000 2590.00| 10.00000 3700.00| 6.00000 2220.00 Unclassified Excavation | | | 0040 210D100 2243.000 CUYD| 10.00000 22430.00| 8.00000 17944.00| 7.00000 15701.00 Borrow Excavation (Measured Complete In | | | Place) | | | 0050 214A000 3970.000 CUYD| 9.00000 35730.00| 2.00000 7940.00| 6.00000 23820.00 Structure Excavation | | | 0060 214B001 450.000 CUYD| 32.00000 14400.00| 30.00000 13500.00| 31.00000 13950.00 Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 500.00000 4000.00| 1.00000 8.00| 660.00000 5280.00 Roadbed Processing | | | 0080 301A072 782.000 SQYD| 7.00000 5474.00| 8.57000 6701.74| 4.00000 3128.00 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0090 401A000 580.000 SQYD| 0.81000 469.80| 2.00000 1160.00| 1.35000 783.00 Bituminous Treatment A | | | 0100 429A201 152.000 TON | 75.60000 11491.20| 60.00000 9120.00| 74.80000 11369.60 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 502A000 119575.000 LB | 0.50000 59787.50| 0.45000 53808.75| 0.60000 71745.00 Steel Reinforcement | | | 0120 524A011 657.000 CUYD| 280.00000 183960.00| 409.00000 268713.00| 330.00000 216810.00 Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 30000.00000 30000.00| 12909.01000 12909.01| 32567.20000 32567.20 Mobilization | | | 0140 610C001 878.000 TON | 30.00000 26340.00| 26.50000 23267.00| 25.00000 21950.00 Loose Riprap, Class 2 | | | 0150 610D003 457.000 SQYD| 4.00000 1828.00| 2.50000 1142.50| 1.60000 731.20 Filter Blanket, Geotextile | | | 0160 650A000 80.000 CUYD| 12.00000 960.00| 20.00000 1600.00| 8.15000 652.00 Topsoil | | | 0170 652A061 1.000 ACRE| 1200.00000 1200.00| 500.00000 500.00| 605.00000 605.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020329046 COUNTIES : CRENSHAW LETTING DATE : 03/29/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 12019 |( 6 ) 03047 |W. W. DYAR & SONS, INC. |LEVERETT CONSTRUCTION COMPA |CARTER'S CONTRACTING SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 656A000 1.000 ACRE| 900.00000 900.00| 440.00000 440.00| 605.00000 605.00 Mulching, Class A, Type 1 | | | 0190 665F000 200.000 EACH| 5.00000 1000.00| 3.30000 660.00| 3.30000 660.00 Hay Bales | | | 0200 665J000 800.000 LF | 4.00000 3200.00| 3.30000 2640.00| 3.75000 3000.00 Silt Fence, Type A | | | 0210 680A000 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 4560.00000 4560.00 Engineering Controls | | | 0220 701A004 1.000 MILE| 540.00000 540.00| 500.00000 500.00| 620.00000 620.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0230 701A012 1.000 MILE| 540.00000 540.00| 500.00000 500.00| 620.00000 620.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0240 701C000 1.000 MILE| 540.00000 540.00| 500.00000 500.00| 620.00000 620.00 Broken Temporary Traffic Stripe | | | 0250 701C001 1.000 MILE| 540.00000 540.00| 500.00000 500.00| 620.00000 620.00 Solid Temporary Traffic Stripe | | | 0260 740B000 262.000 SQFT| 12.00000 3144.00| 8.00000 2096.00| 12.00000 3144.00 Construction Signs | | | 0270 740F002 8.000 EACH| 250.00000 2000.00| 175.00000 1400.00| 286.00000 2288.00 Barricades, Type III | | | 0280 740I005 2.000 EACH| 200.00000 400.00| 375.00000 750.00| 220.00000 440.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 431,284.50| $ 437,000.00| $ 449,449.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 431,284.50| $ 437,000.00| $ 449,449.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 046 -6 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020329046 COUNTIES : CRENSHAW LETTING DATE : 03/29/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 02032 |( ) |( ) |BULLARD EXCAVATING, INC. | | 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| | Removal Of Old Bridge, Station 824+38 | | | 0020 206A001 LUMP| 10000.00000 10000.00| | Removal Of Old Bridge, Station 831+06.0 | | | 0030 210A000 370.000 CUYD| 9.00000 3330.00| | Unclassified Excavation | | | 0040 210D100 2243.000 CUYD| 5.50000 12336.50| | Borrow Excavation (Measured Complete In | | | Place) | | | 0050 214A000 3970.000 CUYD| 7.00000 27790.00| | Structure Excavation | | | 0060 214B001 450.000 CUYD| 28.00000 12600.00| | Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 500.00000 4000.00| | Roadbed Processing | | | 0080 301A072 782.000 SQYD| 6.00000 4692.00| | Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0090 401A000 580.000 SQYD| 1.00000 580.00| | Bituminous Treatment A | | | 0100 429A201 152.000 TON | 48.00000 7296.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 502A000 119575.000 LB | 0.75000 89681.25| | Steel Reinforcement | | | 0120 524A011 657.000 CUYD| 400.00000 262800.00| | Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 55000.00000 55000.00| | Mobilization | | | 0140 610C001 878.000 TON | 28.00000 24584.00| | Loose Riprap, Class 2 | | | 0150 610D003 457.000 SQYD| 2.00000 914.00| | Filter Blanket, Geotextile | | | 0160 650A000 80.000 CUYD| 15.00000 1200.00| | Topsoil | | | 0170 652A061 1.000 ACRE| 750.00000 750.00| | Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 046 -7 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020329046 COUNTIES : CRENSHAW LETTING DATE : 03/29/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 02032 |( ) |( ) |BULLARD EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 656A000 1.000 ACRE| 750.00000 750.00| | Mulching, Class A, Type 1 | | | 0190 665F000 200.000 EACH| 5.00000 1000.00| | Hay Bales | | | 0200 665J000 800.000 LF | 4.00000 3200.00| | Silt Fence, Type A | | | 0210 680A000 LUMP| 6000.00000 6000.00| | Engineering Controls | | | 0220 701A004 1.000 MILE| 297.00000 297.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0230 701A012 1.000 MILE| 321.88000 321.88| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0240 701C000 1.000 MILE| 287.00000 287.00| | Broken Temporary Traffic Stripe | | | 0250 701C001 1.000 MILE| 397.54000 397.54| | Solid Temporary Traffic Stripe | | | 0260 740B000 262.000 SQFT| 10.00000 2620.00| | Construction Signs | | | 0270 740F002 8.000 EACH| 350.00000 2800.00| | Barricades, Type III | | | 0280 740I005 2.000 EACH| 250.00000 500.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 545,727.17| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 545,727.17| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 240 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-2221(200) for constructing the Bridge Replacement and Approaches on C.R.#1043 at Blevens Creek northwest of Jones Chapel. Length 0.903 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 2,597,468.39 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 2,734,892.15 105.2907% 3 10016 JONES BROS., INC. $ 2,834,018.26 109.1069% 4 13058 J. W. MARKHAM & SON, INC. $ 3,016,888.94 116.1473% 5 01007 ALABAMA BRIDGE BUILDERS, INC. $ 3,050,420.63 117.4382% 6 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 3,118,827.95 120.0718% 7 02081 BRASFIELD & GORRIE, L.L.C. $ 3,149,541.12 121.2543% 8 13004 MILLER & MILLER, INC. $ 3,302,953.46 127.1605% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 10016 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |JONES BROS., INC. 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| 75000.00000 75000.00| 225000.00000 225000.00 Clearing & Grubbing (Approximately 18 | | | Acres) | | | 0020 206D000 149.000 LF | 3.00000 447.00| 5.91000 880.59| 3.00000 447.00 Removing Pipe | | | 0030 209A000 5.000 EACH| 100.00000 500.00| 59.09000 295.45| 100.00000 500.00 Mailbox Reset, Single | | | 0040 210A000 101964.000 CUYD| 2.65000 270204.60| 3.80000 387463.20| 2.65000 270204.60 Unclassified Excavation | | | 0050 210D001 500.000 CUYD| 25.00000 12500.00| 5.11000 2555.00| 25.00000 12500.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 259.000 CUYD| 50.00000 12950.00| 2.10000 543.90| 50.00000 12950.00 Structure Excavation | | | 0070 214B001 106.000 CUYD| 25.00000 2650.00| 10.42000 1104.52| 25.00000 2650.00 Foundation Backfill, Commercial | | | 0080 301A012 9161.000 SQYD| 4.25000 38934.25| 4.42000 40491.62| 4.42000 40491.62 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 9608.000 SQYD| 0.63000 6053.04| 0.63000 6053.04| 0.63000 6053.04 Bituminous Treatment A | | | 0100 405A000 275.000 GAL | 1.39000 382.25| 1.39000 382.25| 1.39000 382.25 Tack Coat | | | 0110 429A200 545.000 TON | 39.38000 21462.10| 39.38000 21462.10| 39.38000 21462.10 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 2225.000 TON | 31.95000 71088.75| 31.95000 71088.75| 31.95000 71088.75 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B014 5000.000 TON | 10.45000 52250.00| 12.30000 61500.00| 10.45000 52250.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0140 450B000 89.000 SQYD| 55.00000 4895.00| 65.00000 5785.00| 80.00000 7120.00 Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 10016 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 297300.000 LB | 0.50000 148650.00| 0.40000 118920.00| 0.49000 145677.00 Steel Reinforcement | | | 0160 502B000 LUMP| 65000.00000 65000.00| 77560.00000 77560.00| 70000.00000 70000.00 Steel Reinforcement For Bridge | | | Superstructure, (STA. 18+05.00, | | | 0170 506A001 31.000 LF | 525.00000 16275.00| 344.81000 10689.11| 500.00000 15500.00 Drilled Shaft Excavation, 6'-0" Diamete | | | 0180 506A008 61.000 LF | 651.00000 39711.00| 285.06000 17388.66| 620.00000 37820.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0190 506A009 22.000 LF | 735.00000 16170.00| 469.60000 10331.20| 700.00000 15400.00 Drilled Shaft Excavation, 7'-6" Diamete | | | 0200 506B003 80.000 LF | 630.00000 50400.00| 362.40000 28992.00| 600.00000 48000.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0210 506B006 119.000 LF | 735.00000 87465.00| 595.32000 70843.08| 700.00000 83300.00 Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0220 506B009 81.000 LF | 1050.00000 85050.00| 618.56000 50103.36| 1000.00000 81000.00 Special Drilled Shaft Excavation, 7'-0" | | | Diameter | | | 0230 506C042 141.000 LF | 51.45000 7254.45| 272.15000 38373.15| 49.00000 6909.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0240 506C045 119.000 LF | 88.20000 10495.80| 285.38000 33960.22| 84.00000 9996.00 Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0250 506C046 31.000 LF | 92.40000 2864.40| 849.11000 26322.41| 88.00000 2728.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS1 Concrete | | | 0260 506C048 80.000 LF | 109.20000 8736.00| 536.52000 42921.60| 104.00000 8320.00 Drilled Shaft Construction, 7'-0" | | | Diameter, Class DS1 Concrete | | | 0270 506C050 22.000 LF | 131.25000 2887.50| 851.46000 18732.12| 125.00000 2750.00 Drilled Shaft Construction, 7'-6" | | | Diameter, Class DS1 Concrete | | | 0280 506G002 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| 1000.00000 4000.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0290 506G005 6.000 EACH| 1260.00000 7560.00| 1000.00000 6000.00| 1200.00000 7200.00 Crosshole Sonic Logging, 5'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 10016 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 506G008 4.000 EACH| 1470.00000 5880.00| 1000.00000 4000.00| 1400.00000 5600.00 Crosshole Sonic Logging, 7'-0" Diameter | | | 0310 508A000 6630.000 LB | 1.70000 11271.00| 2.62000 17370.60| 3.00000 19890.00 Structural Steel | | | 0320 510A000 797.000 CUYD| 280.00000 223160.00| 389.68000 310574.96| 325.00000 259025.00 Bridge Substructure Concrete, Class A | | | 0330 510C051 LUMP| 349279.00000 349279.00| 385000.00000 385000.00| 370000.00000 370000.00 Bridge Concrete Superstructure, STA. | | | 18+05.00, APPROX. 964 CU. | | | 0340 510E000 2155.000 SQYD| 2.00000 4310.00| 1.78000 3835.90| 1.80000 3879.00 Grooving Concrete Bridge Decks | | | 0350 511A004 48.000 EACH| 505.00000 24240.00| 199.90000 9595.20| 500.00000 24000.00 Elastomeric Bearings, Type 4 | | | 0360 513B017 3218.000 LF | 115.00000 370070.00| 118.22000 380431.96| 140.00000 450520.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0370 530A002 166.000 LF | 30.00000 4980.00| 33.03000 5482.98| 30.00000 4980.00 24" Roadway Pipe (Class 3 R.C.) | | | 0380 530A695 50.000 LF | 15.00000 750.00| 30.24000 1512.00| 15.00000 750.00 18" Roadway Pipe (Class 3 R.C. Or Equal | | | Strength C.C.M.P.I.)(Temporary) | | | 0390 535A000 52.000 LF | 12.00000 624.00| 29.49000 1533.48| 12.00000 624.00 15" Side Drain Pipe | | | 0400 535A001 81.000 LF | 13.00000 1053.00| 30.24000 2449.44| 13.00000 1053.00 18" Side Drain Pipe | | | 0410 600A000 LUMP| 305000.00000 305000.00| 197307.64000 197307.64| 250000.00000 250000.00 Mobilization | | | 0420 602A000 16.000 EACH| 100.00000 1600.00| 85.00000 1360.00| 100.00000 1600.00 Right Of Way Markers | | | 0430 603A002 1.000 EACH| 5000.00000 5000.00| 25000.00000 25000.00| 30000.00000 30000.00 Furnishing Type 3 Field Office | | | 0440 610C001 1975.000 TON | 15.75000 31106.25| 16.51000 32607.25| 16.00000 31600.00 Loose Riprap, Class 2 | | | 0450 610D003 1810.000 SQYD| 2.25000 4072.50| 1.38000 2497.80| 2.25000 4072.50 Filter Blanket, Geotextile | | | 0460 619A003 4.000 EACH| 450.00000 1800.00| 584.53000 2338.12| 450.00000 1800.00 24" Roadway Pipe End Treatment, Class 1 | | | 0470 619A100 4.000 EACH| 350.00000 1400.00| 584.53000 2338.12| 350.00000 1400.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 10016 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 619A101 4.000 EACH| 350.00000 1400.00| 584.53000 2338.12| 350.00000 1400.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0490 630A001 75.000 LF | 12.00000 900.00| 12.50000 937.50| 12.50000 937.50 Steel Beam Guardrail, Class A, Type 2 | | | 0500 630C003 4.000 EACH| 900.00000 3600.00| 950.00000 3800.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0510 630C070 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| 1200.00000 4800.00 Guardrail End Anchor, Type 10 Series | | | 0520 637A000 2145.000 LF | 5.00000 10725.00| 4.00000 8580.00| 5.00000 10725.00 Fence Reset | | | 0530 650B000 2835.000 CUYD| 2.50000 7087.50| 4.56000 12927.60| 2.50000 7087.50 Topsoil From Stockpiles | | | 0540 652A053 16.000 ACRE| 446.25000 7140.00| 450.71000 7211.36| 446.00000 7136.00 Seeding (Mix 1E) | | | 0550 656A001 16.000 ACRE| 630.00000 10080.00| 636.30000 10180.80| 630.00000 10080.00 Mulching, Class A, Type 2 | | | 0560 665A000 16.000 ACRE| 367.50000 5880.00| 371.18000 5938.88| 367.00000 5872.00 Temporary Seeding | | | 0570 665F000 100.000 EACH| 5.00000 500.00| 13.75000 1375.00| 6.00000 600.00 Hay Bales | | | 0580 665I000 32.000 TON | 50.00000 1600.00| 24.33000 778.56| 50.00000 1600.00 Temporary Riprap, Class 2 | | | 0590 665J000 1920.000 LF | 2.50000 4800.00| 2.42000 4646.40| 2.50000 4800.00 Silt Fence, Type A | | | 0600 665K000 500.000 CUYD| 10.00000 5000.00| 3.13000 1565.00| 10.00000 5000.00 Drainage Sump Excavation | | | 0610 680A000 LUMP| 45000.00000 45000.00| 21880.35000 21880.35| 16000.00000 16000.00 Engineering Controls | | | 0620 701A031 2.000 MILE| 1500.00000 3000.00| 1500.00000 3000.00| 2000.00000 4000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0630 701A035 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0640 701C001 6.000 MILE| 400.00000 2400.00| 400.00000 2400.00| 650.00000 3900.00 Solid Temporary Traffic Stripe | | | 0650 703A002 30.000 SQFT| 10.00000 300.00| 10.00000 300.00| 1.38000 41.40 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -6 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 10016 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 710A115 36.000 SQFT| 16.00000 576.00| 21.00000 756.00| 21.00000 756.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0670 710B001 70.000 LF | 6.00000 420.00| 9.00000 630.00| 9.00000 630.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0680 740B000 380.000 SQFT| 7.35000 2793.00| 7.42000 2819.60| 7.00000 2660.00 Construction Signs | | | 0690 740D000 100.000 EACH| 52.50000 5250.00| 63.60000 6360.00| 50.00000 5000.00 Channelizing Drums | | | 0700 740E000 110.000 EACH| 15.00000 1650.00| 12.72000 1399.20| 12.00000 1320.00 Cones (36 Inches High) | | | 0710 740F002 30.000 EACH| 157.50000 4725.00| 160.00000 4800.00| 150.00000 4500.00 Barricades, Type III | | | 0720 740M001 110.000 EACH| 11.00000 1210.00| 9.00000 990.00| 8.00000 880.00 Ballast For Cone | | | 0730 741C010 1.000 EACH| 4200.00000 4200.00| 5500.00000 5500.00| 4000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,597,468.39| $ 2,734,892.15| $ 2,834,018.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,597,468.39| $ 2,734,892.15| $ 2,834,018.26 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -7 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13058 |( 5 ) 01007 |( 6 ) 23025 |J. W. MARKHAM & SON, INC. |ALABAMA BRIDGE BUILDERS, IN |WRIGHT BROTHERS 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| 292000.00000 292000.00| 50000.00000 50000.00| 400000.00000 400000.00 Clearing & Grubbing (Approximately 18 | | | Acres) | | | 0020 206D000 149.000 LF | 5.00000 745.00| 6.00000 894.00| 15.00000 2235.00 Removing Pipe | | | 0030 209A000 5.000 EACH| 250.00000 1250.00| 350.00000 1750.00| 30.00000 150.00 Mailbox Reset, Single | | | 0040 210A000 101964.000 CUYD| 3.10000 316088.40| 4.26000 434366.64| 3.44000 350756.16 Unclassified Excavation | | | 0050 210D001 500.000 CUYD| 6.00000 3000.00| 4.00000 2000.00| 1.05000 525.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 259.000 CUYD| 6.00000 1554.00| 6.00000 1554.00| 10.00000 2590.00 Structure Excavation | | | 0070 214B001 106.000 CUYD| 28.00000 2968.00| 25.00000 2650.00| 25.00000 2650.00 Foundation Backfill, Commercial | | | 0080 301A012 9161.000 SQYD| 4.42000 40491.62| 5.20000 47637.20| 5.25000 48095.25 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 9608.000 SQYD| 0.63000 6053.04| 0.38000 3651.04| 0.38000 3651.04 Bituminous Treatment A | | | 0100 405A000 275.000 GAL | 1.39000 382.25| 1.40000 385.00| 1.40000 385.00 Tack Coat | | | 0110 429A200 545.000 TON | 39.38000 21462.10| 37.50000 20437.50| 37.50000 20437.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 2225.000 TON | 31.95000 71088.75| 32.00000 71200.00| 32.00000 71200.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B014 5000.000 TON | 17.00000 85000.00| 7.75000 38750.00| 11.00000 55000.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0140 450B000 89.000 SQYD| 85.00000 7565.00| 65.00000 5785.00| 65.00000 5785.00 Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -8 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13058 |( 5 ) 01007 |( 6 ) 23025 |J. W. MARKHAM & SON, INC. |ALABAMA BRIDGE BUILDERS, IN |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 297300.000 LB | 0.47000 139731.00| 0.50000 148650.00| 0.45000 133785.00 Steel Reinforcement | | | 0160 502B000 LUMP| 95000.00000 95000.00| 100000.00000 100000.00| 96000.00000 96000.00 Steel Reinforcement For Bridge | | | Superstructure, (STA. 18+05.00, | | | 0170 506A001 31.000 LF | 130.00000 4030.00| 580.00000 17980.00| 500.00000 15500.00 Drilled Shaft Excavation, 6'-0" Diamete | | | 0180 506A008 61.000 LF | 87.00000 5307.00| 725.00000 44225.00| 620.00000 37820.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0190 506A009 22.000 LF | 260.00000 5720.00| 800.00000 17600.00| 700.00000 15400.00 Drilled Shaft Excavation, 7'-6" Diamete | | | 0200 506B003 80.000 LF | 610.00000 48800.00| 775.00000 62000.00| 600.00000 48000.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0210 506B006 119.000 LF | 960.00000 114240.00| 850.00000 101150.00| 700.00000 83300.00 Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0220 506B009 81.000 LF | 1550.00000 125550.00| 1285.00000 104085.00| 1000.00000 81000.00 Special Drilled Shaft Excavation, 7'-0" | | | Diameter | | | 0230 506C042 141.000 LF | 113.00000 15933.00| 52.25000 7367.25| 49.00000 6909.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0240 506C045 119.000 LF | 152.00000 18088.00| 100.00000 11900.00| 84.00000 9996.00 Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0250 506C046 31.000 LF | 230.00000 7130.00| 115.00000 3565.00| 88.00000 2728.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS1 Concrete | | | 0260 506C048 80.000 LF | 278.00000 22240.00| 142.50000 11400.00| 104.00000 8320.00 Drilled Shaft Construction, 7'-0" | | | Diameter, Class DS1 Concrete | | | 0270 506C050 22.000 LF | 318.00000 6996.00| 191.50000 4213.00| 125.00000 2750.00 Drilled Shaft Construction, 7'-6" | | | Diameter, Class DS1 Concrete | | | 0280 506G002 4.000 EACH| 882.00000 3528.00| 1065.00000 4260.00| 1000.00000 4000.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0290 506G005 6.000 EACH| 1100.00000 6600.00| 1275.00000 7650.00| 1200.00000 7200.00 Crosshole Sonic Logging, 5'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -9 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13058 |( 5 ) 01007 |( 6 ) 23025 |J. W. MARKHAM & SON, INC. |ALABAMA BRIDGE BUILDERS, IN |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 506G008 4.000 EACH| 1985.00000 7940.00| 1500.00000 6000.00| 1400.00000 5600.00 Crosshole Sonic Logging, 7'-0" Diameter | | | 0310 508A000 6630.000 LB | 2.85000 18895.50| 2.50000 16575.00| 3.00000 19890.00 Structural Steel | | | 0320 510A000 797.000 CUYD| 365.00000 290905.00| 300.00000 239100.00| 360.00000 286920.00 Bridge Substructure Concrete, Class A | | | 0330 510C051 LUMP| 393000.00000 393000.00| 538000.00000 538000.00| 406000.00000 406000.00 Bridge Concrete Superstructure, STA. | | | 18+05.00, APPROX. 964 CU. | | | 0340 510E000 2155.000 SQYD| 2.15000 4633.25| 2.50000 5387.50| 2.50000 5387.50 Grooving Concrete Bridge Decks | | | 0350 511A004 48.000 EACH| 630.00000 30240.00| 1000.00000 48000.00| 350.00000 16800.00 Elastomeric Bearings, Type 4 | | | 0360 513B017 3218.000 LF | 113.00000 363634.00| 150.00000 482700.00| 150.00000 482700.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0370 530A002 166.000 LF | 30.00000 4980.00| 30.00000 4980.00| 26.50000 4399.00 24" Roadway Pipe (Class 3 R.C.) | | | 0380 530A695 50.000 LF | 40.00000 2000.00| 21.00000 1050.00| 23.40000 1170.00 18" Roadway Pipe (Class 3 R.C. Or Equal | | | Strength C.C.M.P.I.)(Temporary) | | | 0390 535A000 52.000 LF | 23.00000 1196.00| 14.00000 728.00| 21.75000 1131.00 15" Side Drain Pipe | | | 0400 535A001 81.000 LF | 22.00000 1782.00| 21.00000 1701.00| 15.00000 1215.00 18" Side Drain Pipe | | | 0410 600A000 LUMP| 195839.28000 195839.28| 172000.00000 172000.00| 135000.00000 135000.00 Mobilization | | | 0420 602A000 16.000 EACH| 75.00000 1200.00| 125.00000 2000.00| 105.00000 1680.00 Right Of Way Markers | | | 0430 603A002 1.000 EACH| 18000.00000 18000.00| 25000.00000 25000.00| 35000.00000 35000.00 Furnishing Type 3 Field Office | | | 0440 610C001 1975.000 TON | 20.50000 40487.50| 20.00000 39500.00| 1.05000 2073.75 Loose Riprap, Class 2 | | | 0450 610D003 1810.000 SQYD| 1.50000 2715.00| 2.00000 3620.00| 2.10000 3801.00 Filter Blanket, Geotextile | | | 0460 619A003 4.000 EACH| 660.00000 2640.00| 600.00000 2400.00| 525.00000 2100.00 24" Roadway Pipe End Treatment, Class 1 | | | 0470 619A100 4.000 EACH| 600.00000 2400.00| 450.00000 1800.00| 420.00000 1680.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -10 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13058 |( 5 ) 01007 |( 6 ) 23025 |J. W. MARKHAM & SON, INC. |ALABAMA BRIDGE BUILDERS, IN |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 619A101 4.000 EACH| 600.00000 2400.00| 530.00000 2120.00| 420.00000 1680.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0490 630A001 75.000 LF | 12.50000 937.50| 12.50000 937.50| 12.00000 900.00 Steel Beam Guardrail, Class A, Type 2 | | | 0500 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 900.00000 3600.00 Guardrail End Anchor, Type 13 | | | 0510 630C070 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0520 637A000 2145.000 LF | 5.25000 11261.25| 4.00000 8580.00| 5.00000 10725.00 Fence Reset | | | 0530 650B000 2835.000 CUYD| 2.00000 5670.00| 6.00000 17010.00| 5.25000 14883.75 Topsoil From Stockpiles | | | 0540 652A053 16.000 ACRE| 585.00000 9360.00| 600.00000 9600.00| 550.00000 8800.00 Seeding (Mix 1E) | | | 0550 656A001 16.000 ACRE| 645.00000 10320.00| 500.00000 8000.00| 550.00000 8800.00 Mulching, Class A, Type 2 | | | 0560 665A000 16.000 ACRE| 485.00000 7760.00| 400.00000 6400.00| 500.00000 8000.00 Temporary Seeding | | | 0570 665F000 100.000 EACH| 5.25000 525.00| 5.00000 500.00| 6.00000 600.00 Hay Bales | | | 0580 665I000 32.000 TON | 24.00000 768.00| 20.00000 640.00| 18.00000 576.00 Temporary Riprap, Class 2 | | | 0590 665J000 1920.000 LF | 3.00000 5760.00| 2.50000 4800.00| 4.00000 7680.00 Silt Fence, Type A | | | 0600 665K000 500.000 CUYD| 6.00000 3000.00| 10.00000 5000.00| 12.00000 6000.00 Drainage Sump Excavation | | | 0610 680A000 LUMP| 67000.00000 67000.00| 20000.00000 20000.00| 75000.00000 75000.00 Engineering Controls | | | 0620 701A031 2.000 MILE| 1500.00000 3000.00| 1500.00000 3000.00| 2000.00000 4000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0630 701A035 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0640 701C001 6.000 MILE| 400.00000 2400.00| 400.00000 2400.00| 650.00000 3900.00 Solid Temporary Traffic Stripe | | | 0650 703A002 30.000 SQFT| 10.00000 300.00| 10.00000 300.00| 10.00000 300.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -11 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13058 |( 5 ) 01007 |( 6 ) 23025 |J. W. MARKHAM & SON, INC. |ALABAMA BRIDGE BUILDERS, IN |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 710A115 36.000 SQFT| 21.00000 756.00| 21.00000 756.00| 18.00000 648.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0670 710B001 70.000 LF | 9.00000 630.00| 9.00000 630.00| 8.00000 560.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0680 740B000 380.000 SQFT| 7.50000 2850.00| 10.00000 3800.00| 10.00000 3800.00 Construction Signs | | | 0690 740D000 100.000 EACH| 64.00000 6400.00| 85.00000 8500.00| 55.00000 5500.00 Channelizing Drums | | | 0700 740E000 110.000 EACH| 12.75000 1402.50| 15.00000 1650.00| 15.00000 1650.00 Cones (36 Inches High) | | | 0710 740F002 30.000 EACH| 159.00000 4770.00| 315.00000 9450.00| 225.00000 6750.00 Barricades, Type III | | | 0720 740M001 110.000 EACH| 9.00000 990.00| 10.00000 1100.00| 6.00000 660.00 Ballast For Cone | | | 0730 741C010 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 5500.00000 5500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 3,016,888.94| $ 3,050,420.63| $ 3,118,827.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,016,888.94| $ 3,050,420.63| $ 3,118,827.95 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -12 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 02081 |( 8 ) 13004 |( ) |BRASFIELD & GORRIE, L.L.C. |MILLER & MILLER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 169000.00000 169000.00| 34000.00000 34000.00| Clearing & Grubbing (Approximately 18 | | | Acres) | | | 0020 206D000 149.000 LF | 11.00000 1639.00| 6.00000 894.00| Removing Pipe | | | 0030 209A000 5.000 EACH| 27.00000 135.00| 125.00000 625.00| Mailbox Reset, Single | | | 0040 210A000 101964.000 CUYD| 3.60000 367070.40| 3.00000 305892.00| Unclassified Excavation | | | 0050 210D001 500.000 CUYD| 1.10000 550.00| 10.00000 5000.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 259.000 CUYD| 11.00000 2849.00| 10.00000 2590.00| Structure Excavation | | | 0070 214B001 106.000 CUYD| 0.01000 1.06| 25.00000 2650.00| Foundation Backfill, Commercial | | | 0080 301A012 9161.000 SQYD| 4.58000 41957.38| 4.80000 43972.80| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 9608.000 SQYD| 0.66000 6341.28| 0.72000 6917.76| Bituminous Treatment A | | | 0100 405A000 275.000 GAL | 1.44000 396.00| 2.50000 687.50| Tack Coat | | | 0110 429A200 545.000 TON | 41.00000 22345.00| 45.00000 24525.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 2225.000 TON | 33.00000 73425.00| 35.00000 77875.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B014 5000.000 TON | 12.00000 60000.00| 13.00000 65000.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0140 450B000 89.000 SQYD| 74.00000 6586.00| 66.00000 5874.00| Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -13 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 02081 |( 8 ) 13004 |( ) |BRASFIELD & GORRIE, L.L.C. |MILLER & MILLER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 297300.000 LB | 0.41000 121893.00| 0.70000 208110.00| Steel Reinforcement | | | 0160 502B000 LUMP| 77000.00000 77000.00| 130000.00000 130000.00| Steel Reinforcement For Bridge | | | Superstructure, (STA. 18+05.00, | | | 0170 506A001 31.000 LF | 552.00000 17112.00| 575.00000 17825.00| Drilled Shaft Excavation, 6'-0" Diamete | | | 0180 506A008 61.000 LF | 552.00000 33672.00| 700.00000 42700.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0190 506A009 22.000 LF | 780.00000 17160.00| 775.00000 17050.00| Drilled Shaft Excavation, 7'-6" Diamete | | | 0200 506B003 80.000 LF | 659.00000 52720.00| 675.00000 54000.00| Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0210 506B006 119.000 LF | 771.00000 91749.00| 775.00000 92225.00| Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0220 506B009 81.000 LF | 1100.00000 89100.00| 1100.00000 89100.00| Special Drilled Shaft Excavation, 7'-0" | | | Diameter | | | 0230 506C042 141.000 LF | 54.00000 7614.00| 54.50000 7684.50| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0240 506C045 119.000 LF | 92.00000 10948.00| 100.00000 11900.00| Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0250 506C046 31.000 LF | 97.00000 3007.00| 100.00000 3100.00| Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS1 Concrete | | | 0260 506C048 80.000 LF | 114.00000 9120.00| 120.00000 9600.00| Drilled Shaft Construction, 7'-0" | | | Diameter, Class DS1 Concrete | | | 0270 506C050 22.000 LF | 137.00000 3014.00| 140.00000 3080.00| Drilled Shaft Construction, 7'-6" | | | Diameter, Class DS1 Concrete | | | 0280 506G002 4.000 EACH| 1100.00000 4400.00| 1150.00000 4600.00| Crosshole Sonic Logging, 4'-0" Diameter | | | 0290 506G005 6.000 EACH| 1300.00000 7800.00| 1300.00000 7800.00| Crosshole Sonic Logging, 5'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -14 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 02081 |( 8 ) 13004 |( ) |BRASFIELD & GORRIE, L.L.C. |MILLER & MILLER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 506G008 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| Crosshole Sonic Logging, 7'-0" Diameter | | | 0310 508A000 6630.000 LB | 1.74000 11536.20| 8.00000 53040.00| Structural Steel | | | 0320 510A000 797.000 CUYD| 445.00000 354665.00| 420.00000 334740.00| Bridge Substructure Concrete, Class A | | | 0330 510C051 LUMP| 460000.00000 460000.00| 300000.00000 300000.00| Bridge Concrete Superstructure, STA. | | | 18+05.00, APPROX. 964 CU. | | | 0340 510E000 2155.000 SQYD| 1.76000 3792.80| 1.78000 3835.90| Grooving Concrete Bridge Decks | | | 0350 511A004 48.000 EACH| 750.00000 36000.00| 575.00000 27600.00| Elastomeric Bearings, Type 4 | | | 0360 513B017 3218.000 LF | 117.00000 376506.00| 240.00000 772320.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0370 530A002 166.000 LF | 30.00000 4980.00| 40.00000 6640.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0380 530A695 50.000 LF | 26.00000 1300.00| 35.00000 1750.00| 18" Roadway Pipe (Class 3 R.C. Or Equal | | | Strength C.C.M.P.I.)(Temporary) | | | 0390 535A000 52.000 LF | 24.00000 1248.00| 35.00000 1820.00| 15" Side Drain Pipe | | | 0400 535A001 81.000 LF | 16.00000 1296.00| 30.00000 2430.00| 18" Side Drain Pipe | | | 0410 600A000 LUMP| 340000.00000 340000.00| 306000.00000 306000.00| Mobilization | | | 0420 602A000 16.000 EACH| 100.00000 1600.00| 245.00000 3920.00| Right Of Way Markers | | | 0430 603A002 1.000 EACH| 50000.00000 50000.00| 25000.00000 25000.00| Furnishing Type 3 Field Office | | | 0440 610C001 1975.000 TON | 16.00000 31600.00| 20.00000 39500.00| Loose Riprap, Class 2 | | | 0450 610D003 1810.000 SQYD| 1.35000 2443.50| 2.50000 4525.00| Filter Blanket, Geotextile | | | 0460 619A003 4.000 EACH| 550.00000 2200.00| 750.00000 3000.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0470 619A100 4.000 EACH| 430.00000 1720.00| 750.00000 3000.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -15 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 02081 |( 8 ) 13004 |( ) |BRASFIELD & GORRIE, L.L.C. |MILLER & MILLER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 619A101 4.000 EACH| 430.00000 1720.00| 750.00000 3000.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0490 630A001 75.000 LF | 14.00000 1050.00| 13.50000 1012.50| Steel Beam Guardrail, Class A, Type 2 | | | 0500 630C003 4.000 EACH| 1000.00000 4000.00| 965.00000 3860.00| Guardrail End Anchor, Type 13 | | | 0510 630C070 4.000 EACH| 1300.00000 5200.00| 1215.00000 4860.00| Guardrail End Anchor, Type 10 Series | | | 0520 637A000 2145.000 LF | 5.25000 11261.25| 4.60000 9867.00| Fence Reset | | | 0530 650B000 2835.000 CUYD| 5.25000 14883.75| 4.00000 11340.00| Topsoil From Stockpiles | | | 0540 652A053 16.000 ACRE| 522.00000 8352.00| 470.00000 7520.00| Seeding (Mix 1E) | | | 0550 656A001 16.000 ACRE| 627.00000 10032.00| 642.50000 10280.00| Mulching, Class A, Type 2 | | | 0560 665A000 16.000 ACRE| 365.00000 5840.00| 375.00000 6000.00| Temporary Seeding | | | 0570 665F000 100.000 EACH| 6.30000 630.00| 16.00000 1600.00| Hay Bales | | | 0580 665I000 32.000 TON | 16.00000 512.00| 35.00000 1120.00| Temporary Riprap, Class 2 | | | 0590 665J000 1920.000 LF | 2.10000 4032.00| 4.00000 7680.00| Silt Fence, Type A | | | 0600 665K000 500.000 CUYD| 5.50000 2750.00| 5.00000 2500.00| Drainage Sump Excavation | | | 0610 680A000 LUMP| 60000.00000 60000.00| 30000.00000 30000.00| Engineering Controls | | | 0620 701A031 2.000 MILE| 2400.00000 4800.00| 1150.00000 2300.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0630 701A035 2.000 MILE| 2400.00000 4800.00| 1275.00000 2550.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0640 701C001 6.000 MILE| 725.00000 4350.00| 395.00000 2370.00| Solid Temporary Traffic Stripe | | | 0650 703A002 30.000 SQFT| 1.65000 49.50| 4.00000 120.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/02 PAGE : 047 -16 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020329047 COUNTIES : CULLMAN LETTING DATE : 03/29/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 02081 |( 8 ) 13004 |( ) |BRASFIELD & GORRIE, L.L.C. |MILLER & MILLER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 710A115 36.000 SQFT|