ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20020531001 COUNTIES : JEFFERSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 03 WALKER CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-FM02(904) for constructing the Weigh-In-Motion, Planing, Resurfacing, and Traffic Stripe on S.R.#5 (U.S.#78) from C.R.#45 to C.R.#721 north of Dora. Length - 6.950 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,430,991.86 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,613,934.57 112.7843% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,801,543.38 125.8947% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020531001 COUNTIES : JEFFERSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 03 WALKER SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D001 6729.000 LF | 0.82000 5517.78| 0.77000 5181.33| 0.75000 5046.75 Removing Guardrail | | | 0020 206E008 29.000 EACH| 81.41000 2360.89| 76.50000 2218.50| 75.00000 2175.00 Removing Guardrail End Anchor (All Type | | | 0030 210D001 1191.000 CUYD| 15.77000 18782.07| 24.65000 29358.15| 12.00000 14292.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 405A000 6976.000 GAL | 0.86000 5999.36| 2.96000 20648.96| 1.25000 8720.00 Tack Coat | | | 0050 408A052 214209.000 SQYD| 0.54000 115672.86| 0.76000 162798.84| 1.04000 222777.36 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 423A002 17673.000 TON | 39.73000 702148.29| 45.68000 807302.64| 49.84000 880822.32 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0070 424A290 1510.000 TON | 37.61000 56791.10| 43.15000 65156.50| 45.00000 67950.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424B286 1000.000 TON | 43.86000 43860.00| 71.60000 71600.00| 54.00000 54000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 600A000 LUMP| 20940.32000 20940.32| 12240.00000 12240.00| 138192.00000 138192.00 Mobilization | | | 0100 630A033 6704.000 LF | 10.05000 67375.20| 9.43000 63218.72| 9.25000 62012.00 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0110 630C001 14.000 EACH| 597.16000 8360.24| 561.00000 7854.00| 550.00000 7700.00 Guardrail End Anchor, Type 8 | | | 0120 630C005 3.000 EACH| 1248.60000 3745.80| 1173.00000 3519.00| 1150.00000 3450.00 Guardrail End Anchor, Type 14 | | | 0130 630C050 1.000 EACH| 1574.32000 1574.32| 1479.00000 1479.00| 1450.00000 1450.00 Guardrail End Anchor, Type 20 Series | | | 0140 630C070 12.000 EACH| 1194.31000 14331.72| 1122.00000 13464.00| 1100.00000 13200.00 Guardrail End Anchor, Type 10 Series | | | 0150 650A000 166.000 CUYD| 15.37000 2551.42| 24.78000 4113.48| 20.00000 3320.00 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020531001 COUNTIES : JEFFERSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 03 WALKER SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 652A053 1.000 ACRE| 877.78000 877.78| 816.00000 816.00| 800.00000 800.00 Seeding (Mix 1E) | | | 0170 656A001 1.000 ACRE| 877.78000 877.78| 816.00000 816.00| 800.00000 800.00 Mulching, Class A, Type 2 | | | 0180 665F000 50.000 EACH| 4.60000 230.00| 17.39000 869.50| 10.00000 500.00 Hay Bales | | | 0190 665J000 7370.000 LF | 3.45000 25426.50| 3.96000 29185.20| 1.00000 7370.00 Silt Fence, Type A | | | 0200 701C000 14.000 MILE| 351.11000 4915.54| 326.40000 4569.60| 320.00000 4480.00 Broken Temporary Traffic Stripe | | | 0210 701C001 28.000 MILE| 373.06000 10445.68| 346.80000 9710.40| 340.00000 9520.00 Solid Temporary Traffic Stripe | | | 0220 702A040 14.000 MILE| 2029.87000 28418.18| 1887.00000 26418.00| 1850.00000 25900.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 702A041 16.000 MILE| 4224.32000 67589.12| 3927.00000 62832.00| 3850.00000 61600.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0240 702A043 14.000 MILE| 4224.32000 59140.48| 3927.00000 54978.00| 3850.00000 53900.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0250 702B011 16105.000 LF | 1.65000 26573.25| 1.53000 24640.65| 1.50000 24157.50 Dotted Profiled Traffic Stripe (6" Wide | | | 0260 703A002 2968.000 SQFT| 1.98000 5876.64| 1.84000 5461.12| 1.80000 5342.40 Traffic Control Markings, Class 2, Type | | | A | | | 0270 703B002 1009.000 SQFT| 3.08000 3107.72| 2.85000 2875.65| 2.80000 2825.20 Traffic Control Legends, Class 2, Type | | | 0280 703D001 912.000 SQFT| 1.42000 1295.04| 1.32000 1203.84| 1.30000 1185.60 Temporary Traffic Control Markings | | | 0290 705A030 44.000 EACH| 5.76000 253.44| 5.35000 235.40| 5.25000 231.00 Pavement Markers, Class A-H, Type 2-C | | | 0300 705A031 917.000 EACH| 5.49000 5034.33| 5.10000 4676.70| 5.00000 4585.00 Pavement Markers, Class A-H, Type 1-A | | | 0310 730H001 9921.000 LF | 2.45000 24306.45| 2.29000 22719.09| 2.25000 22322.25 Loop Wire | | | 0320 730I001 775.000 LF | 1.09000 844.75| 1.02000 790.50| 1.00000 775.00 Loop Detector Lead-In-Cable | | | 0330 732A002 LUMP| 83755.76000 83755.76| 76500.00000 76500.00| 75000.00000 75000.00 Weigh-In-Motion/Classification Station | | | (Weighpad Removal And Reinstallation) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020531001 COUNTIES : JEFFERSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 03 WALKER SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740B000 934.000 SQFT| 8.33000 7780.22| 7.85000 7331.90| 8.00000 7472.00 Construction Signs | | | 0350 740E000 270.000 EACH| 6.89000 1860.30| 12.55000 3388.50| 14.00000 3780.00 Cones (36 Inches High) | | | 0360 740M001 270.000 EACH| 4.88000 1317.60| 7.92000 2138.40| 7.00000 1890.00 Ballast For Cone | | | 0370 741C010 1.000 EACH| 1053.93000 1053.93| 1625.00000 1625.00| 2000.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,430,991.86| $ 1,613,934.57| $ 1,801,543.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,430,991.86| $ 1,613,934.57| $ 1,801,543.38 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20020531003 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNHF-I059(313) for constructing the Bridge Raisings on I-59/I-20 at three locations as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 1,097,994.83 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,123,467.89 102.3200% 3 02088 B & B ENGINEERING & DESIGN $ 1,224,258.75 111.4995% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020531003 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 02088 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201B001 1.000 ACRE| 2500.00000 2500.00| 1000.00000 1000.00| 2000.00000 2000.00 Selective Clearing | | | 0020 206D001 1704.000 LF | 1.10000 1874.40| 1.10000 1874.40| 1.50000 2556.00 Removing Guardrail | | | 0030 206D002 376.000 LF | 6.00000 2256.00| 30.00000 11280.00| 8.00000 3008.00 Removing Curb | | | 0040 206D007 54.000 LF | 6.00000 324.00| 1.00000 54.00| 5.00000 270.00 Removing Concrete Flume | | | 0050 210D021 4000.000 CUYD| 3.00000 12000.00| 12.00000 48000.00| 8.00000 32000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 305B060 100.000 TON | 10.00000 1000.00| 20.00000 2000.00| 30.00000 3000.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone 1" Down | | | 0070 401A006 5153.000 SQYD| 1.75000 9017.75| 2.25000 11594.25| 1.50000 7729.50 Bituminous Treatment G | | | 0080 405A000 1815.000 GAL | 1.30000 2359.50| 1.50000 2722.50| 1.00000 1815.00 Tack Coat | | | 0090 424A361 1369.000 TON | 52.50000 71872.50| 50.00000 68450.00| 55.00000 75295.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424B651 874.000 TON | 53.50000 46759.00| 50.00000 43700.00| 53.00000 46322.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0110 424B655 100.000 TON | 78.50000 7850.00| 75.00000 7500.00| 60.00000 6000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B689 1253.000 TON | 64.00000 80192.00| 65.00000 81445.00| 50.00000 62650.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 520B000 LUMP| 170000.00000 170000.00| 180000.00000 180000.00| 185000.00000 185000.00 Raising Existing Bridge,Station 10+01.5 | | | 0140 520B001 LUMP| 170000.00000 170000.00| 180000.00000 180000.00| 185000.00000 185000.00 Raising Existing Bridge,Station 38+66.9 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020531003 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 02088 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 520B002 LUMP| 170000.00000 170000.00| 180000.00000 180000.00| 185000.00000 185000.00 Raising Existing Bridge,Station 242+89. | | | 72 | | | 0160 600A000 LUMP| 116000.00000 116000.00| 40000.00000 40000.00| 115000.00000 115000.00 Mobilization | | | 0170 614A000 2.000 CUYD| 1000.00000 2000.00| 600.00000 1200.00| 1000.00000 2000.00 Slope Paving | | | 0180 629C010 12.000 EACH| 3000.00000 36000.00| 2650.00000 31800.00| 4500.00000 54000.00 Concrete Median Or Safety Barrier End | | | Section (Type Modified) | | | 0190 630A001 1050.000 LF | 10.25000 10762.50| 10.25000 10762.50| 11.00000 11550.00 Steel Beam Guardrail, Class A, Type 2 | | | 0200 630C003 12.000 EACH| 985.00000 11820.00| 985.00000 11820.00| 1150.00000 13800.00 Guardrail End Anchor, Type 13 | | | 0210 630C050 7.000 EACH| 1410.00000 9870.00| 1410.00000 9870.00| 1600.00000 11200.00 Guardrail End Anchor, Type 20 Series | | | 0220 630C070 4.000 EACH| 1210.00000 4840.00| 1210.00000 4840.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0230 650A000 400.000 CUYD| 8.00000 3200.00| 12.00000 4800.00| 12.00000 4800.00 Topsoil | | | 0240 654A001 756.000 SQYD| 4.00000 3024.00| 4.50000 3402.00| 5.00000 3780.00 Solid Sodding (Bermuda) | | | 0250 658A002 2.000 ACRE| 1500.00000 3000.00| 1600.00000 3200.00| 1800.00000 3600.00 Hydro-Seeding & Mulching (Mix 2E) | | | 0260 659A010 1350.000 SQYD| 2.00000 2700.00| 2.00000 2700.00| 2.20000 2970.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0270 665F000 150.000 EACH| 3.00000 450.00| 5.00000 750.00| 6.00000 900.00 Hay Bales | | | 0280 665J000 5286.000 LF | 2.00000 10572.00| 4.00000 21144.00| 5.00000 26430.00 Silt Fence, Type A | | | 0290 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 Engineering Controls | | | 0300 701A004 1.000 MILE| 650.00000 650.00| 500.00000 500.00| 700.00000 700.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0310 701A006 2.000 MILE| 650.00000 1300.00| 500.00000 1000.00| 700.00000 1400.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020531003 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 02088 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701A012 1.000 MILE| 650.00000 650.00| 500.00000 500.00| 700.00000 700.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0330 701A014 2.000 MILE| 650.00000 1300.00| 500.00000 1000.00| 700.00000 1400.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0340 701A015 1.000 MILE| 650.00000 650.00| 500.00000 500.00| 700.00000 700.00 Broken White, Class 1, Type A, Traffic | | | Stripe (6" Wide) | | | 0350 701C000 1.000 MILE| 650.00000 650.00| 500.00000 500.00| 700.00000 700.00 Broken Temporary Traffic Stripe | | | 0360 701C001 4.000 MILE| 650.00000 2600.00| 500.00000 2000.00| 700.00000 2800.00 Solid Temporary Traffic Stripe | | | 0370 701C006 1.000 MILE| 2500.00000 2500.00| 6800.00000 6800.00| 3000.00000 3000.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0380 701D007 1.000 MILE| 2500.00000 2500.00| 1500.00000 1500.00| 3000.00000 3000.00 Solid Traffic Stripe Removed (Paint) | | | 0390 701D009 1.000 MILE| 2500.00000 2500.00| 800.00000 800.00| 3000.00000 3000.00 Solid Traffic Stripe Removed (Tape) | | | 0400 701D014 1.000 MILE| 2500.00000 2500.00| 1300.00000 1300.00| 3000.00000 3000.00 Broken Traffic Stripe Removed (Paint) | | | 0410 701G124 700.000 LF | 1.25000 875.00| 3.38000 2366.00| 1.50000 1050.00 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0420 701G125 1228.000 LF | 1.25000 1535.00| 3.38000 4150.64| 1.50000 1842.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0430 701G132 700.000 LF | 1.25000 875.00| 3.50000 2450.00| 1.50000 1050.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0440 701G133 1228.000 LF | 1.25000 1535.00| 3.50000 4298.00| 1.50000 1842.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0450 702A041 2.000 MILE| 3500.00000 7000.00| 5000.00000 10000.00| 4000.00000 8000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0460 702A043 1.000 MILE| 3500.00000 3500.00| 5000.00000 5000.00| 4000.00000 4000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020531003 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 02088 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 703A000 16.000 SQFT| 0.58000 9.28| 1.30000 20.80| 1.00000 16.00 Traffic Control Markings, Class 1, Type | | | A | | | 0480 703A002 5027.000 SQFT| 1.38000 6937.26| 1.80000 9048.60| 1.75000 8797.25 Traffic Control Markings, Class 2, Type | | | A | | | 0490 703D001 84.000 SQFT| 0.58000 48.72| 1.30000 109.20| 1.50000 126.00 Temporary Traffic Control Markings | | | 0500 705A030 16.000 EACH| 10.00000 160.00| 5.25000 84.00| 12.00000 192.00 Pavement Markers, Class A-H, Type 2-C | | | 0510 705A031 2150.000 EACH| 10.00000 21500.00| 5.00000 10750.00| 12.00000 25800.00 Pavement Markers, Class A-H, Type 1-A | | | 0520 705A037 120.000 EACH| 10.00000 1200.00| 5.25000 630.00| 12.00000 1440.00 Pavement Markers, Class A-H, Type 2-D | | | 0530 740B000 1878.000 SQFT| 7.16000 13446.48| 10.00000 18780.00| 11.00000 20658.00 Construction Signs | | | 0540 740C000 128.000 SQFT| 8.48000 1085.44| 11.50000 1472.00| 15.00000 1920.00 Special Construction Signs | | | 0550 740D000 260.000 EACH| 63.60000 16536.00| 75.00000 19500.00| 85.00000 22100.00 Channelizing Drums | | | 0560 740E000 50.000 EACH| 6.00000 300.00| 12.00000 600.00| 15.00000 750.00 Cones (36 Inches High) | | | 0570 740L004 10.000 EACH| 53.00000 530.00| 55.00000 550.00| 50.00000 500.00 Vertical Panel Type II, Single-Sided | | | 0580 740M001 50.000 EACH| 1.00000 50.00| 7.00000 350.00| 10.00000 500.00 Ballast For Cone | | | 0590 741C010 1.000 EACH| 1272.00000 1272.00| 2000.00000 2000.00| 8000.00000 8000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0600 742B001 2.000 EACH| 17278.00000 34556.00| 22000.00000 44000.00| 18500.00000 37000.00 State Retained Portable Changeable | | | Message Signs, Type 2 (Solar Power) | | | SECTION TOTALS | $ 1,097,994.83| $ 1,123,467.89| $ 1,224,258.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,097,994.83| $ 1,123,467.89| $ 1,224,258.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20020531005 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 280 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNHF-0101(554) for constructing the Additional Lanes including Bridge and Bridge Culvert on S.R.#35 from Section to Duncan's Crossroads. Length 4.398 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 5,712,375.24 100.0000% 2 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 6,165,994.43 107.9410% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020531005 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 18500.00000 18500.00| 30000.00000 30000.00| Clearing & Grubbing (Approximately 10 | | | Acres) | | | 0020 205A001 1.000 EACH| 600.00000 600.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 600.00000 600.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 0.00000 0.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 350.00000 350.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 4 | | | 0060 206A000 LUMP| 19000.00000 19000.00| 19000.00000 19000.00| Removal Of Old Bridge, Station STA. | | | 154+99.7 S.B.R. (RT.) | | | 0070 206A001 LUMP| 35150.00000 35150.00| 35150.00000 35150.00| Removal Of Old Bridge, Station STA. | | | 259+56.1 S.B.R. (RT.) | | | 0080 206B000 LUMP| 1900.00000 1900.00| 1900.00000 1900.00| Removal Of Old Box Culvert, Station | | | 222+56 S.B.R. (RT.) | | | 0090 206B001 LUMP| 1900.00000 1900.00| 1900.00000 1900.00| Removal Of Old Box Culvert, Station | | | 291+58 S.B.R. (RT.) | | | 0100 206B002 LUMP| 1975.00000 1975.00| 1975.00000 1975.00| Removal Of Old Box Culvert, Station | | | 318+15 S.B.R. (RT.) | | | 0110 206C002 5822.000 SQYD| 2.00000 11644.00| 0.80000 4657.60| Removing Concrete Slope Paving | | | 0120 206D000 1536.000 LF | 1.30000 1996.80| 4.00000 6144.00| Removing Pipe | | | 0130 206D001 213.000 LF | 2.25000 479.25| 2.25000 479.25| Removing Guardrail | | | 0140 206D010 1220.000 LF | 0.00000 0.00| 0.00000 0.00| Removing Safety Barrier | | | 0150 206E000 46.000 EACH| 265.00000 12190.00| 100.00000 4600.00| Removing Headwalls | | | 0160 206E008 4.000 EACH| 125.00000 500.00| 125.00000 500.00| Removing Guardrail End Anchor (All Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020531005 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 206E041 2.000 EACH| 0.00000 0.00| 0.00000 0.00| Removing Impact Attenuators | | | 0180 210A000 206995.000 CUYD| 2.45000 507137.75| 4.15000 859029.25| Unclassified Excavation | | | 0190 210B000 500.000 CUYD| 3.65000 1825.00| 10.00000 5000.00| Channel Excavation | | | 0200 210D000 88347.000 CUYD| 3.40000 300379.80| 4.20000 371057.40| Borrow Excavation | | | 0210 210E000 250.000 CUYD| 25.00000 6250.00| 22.50000 5625.00| Borrow Excavation (Underwater Backfill) | | | 0220 214A000 4918.000 CUYD| 12.00000 59016.00| 6.50000 31967.00| Structure Excavation | | | 0230 214B001 1110.000 CUYD| 18.20000 20202.00| 11.10000 12321.00| Foundation Backfill, Commercial | | | 0240 230A000 210.000 RBST| 239.00000 50190.00| 350.00000 73500.00| Roadbed Processing | | | 0250 301A006 124.000 SQYD| 4.50000 558.00| 4.40000 545.60| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.5" Compacted Thickness | | | 0260 301A012 111298.000 SQYD| 3.84000 427384.32| 3.90000 434062.20| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0270 401A000 107888.000 SQYD| 0.28000 30208.64| 0.40000 43155.20| Bituminous Treatment A | | | 0280 401B108 59462.000 SQYD| 0.60340 35879.37| 0.61390 36503.72| Bituminous Treatment G (With Polymer | | | Additive) | | | 0290 405A000 7370.000 GAL | 1.25000 9212.50| 0.89000 6559.30| Tack Coat | | | 0300 408A052 8338.000 SQYD| 0.48000 4002.24| 0.70000 5836.60| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0310 410B000 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| State Furnished Profilograph | | | 0320 410F007 1.000 EACH| 26600.00000 26600.00| 22960.00000 22960.00| Laboratory Test Equipment, Gyratory | | | Compactor | | | 0330 424A360 8050.000 TON | 32.04000 257922.00| 31.60000 254380.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020531005 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 424A366 500.000 TON | 32.04000 16020.00| 32.00000 16000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0350 424B652 17508.000 TON | 27.11000 474641.88| 23.95000 419316.60| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0360 424B663 8.000 TON | 60.00000 480.00| 40.00000 320.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0370 424C361 17389.000 TON | 27.11000 471415.79| 23.95000 416466.55| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0380 424C371 8.000 TON | 60.00000 480.00| 40.00000 320.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0390 430B035 1170.000 TON | 16.00000 18720.00| 11.50000 13455.00| Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0400 450B000 107.000 SQYD| 60.00000 6420.00| 60.00000 6420.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0410 502A000 289342.000 LB | 0.48000 138884.16| 0.48000 138884.16| Steel Reinforcement | | | 0420 502B000 LUMP| 64500.00000 64500.00| 64500.00000 64500.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 257+80, APPROX. | | | 151,450 POUNDS | | | 0430 506A003 26.000 LF | 175.00000 4550.00| 175.00000 4550.00| Drilled Shaft Excavation, 5'-0" Diamete | | | 0440 506A008 27.000 LF | 120.00000 3240.00| 120.00000 3240.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0450 506B003 90.000 LF | 700.00000 63000.00| 700.00000 63000.00| Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020531005 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 506B005 93.000 LF | 1050.00000 97650.00| 1050.00000 97650.00| Special Drilled Shaft Excavation, 5'-0" | | | Diameter | | | 0470 506C042 117.000 LF | 88.00000 10296.00| 88.00000 10296.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0480 506C044 119.000 LF | 146.00000 17374.00| 146.00000 17374.00| Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0490 506F006 12.000 LF | 700.00000 8400.00| 700.00000 8400.00| Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0500 506G004 4.000 EACH| 2200.00000 8800.00| 2200.00000 8800.00| Crosshole Sonic Logging, 5'-0" Diameter | | | 0510 508A000 7773.000 LB | 2.20000 17100.60| 2.20000 17100.60| Structural Steel | | | 0520 510A000 394.000 CUYD| 480.00000 189120.00| 480.00000 189120.00| Bridge Substructure Concrete, Class A | | | 0530 510C051 LUMP| 230000.00000 230000.00| 230000.00000 230000.00| Bridge Concrete Superstructure, STATION | | | 257+80, APPROX. 709 CUBIC YARDS | | | 0540 510E000 2012.000 SQYD| 1.79000 3601.48| 1.79000 3601.48| Grooving Concrete Bridge Decks | | | 0550 511A004 60.000 EACH| 380.00000 22800.00| 380.00000 22800.00| Elastomeric Bearings, Type 4 | | | 0560 513B005 761.000 LF | 104.00000 79144.00| 104.00000 79144.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0570 513B017 2241.000 LF | 122.00000 273402.00| 122.00000 273402.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0580 524B011 708.000 CUYD| 285.00000 201780.00| 250.00000 177000.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0590 530A001 2680.000 LF | 20.22000 54189.60| 18.10000 48508.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0600 530A002 188.000 LF | 27.79000 5224.52| 25.20000 4737.60| 24" Roadway Pipe (Class 3 R.C.) | | | 0610 530A003 452.000 LF | 35.01000 15824.52| 34.10000 15413.20| 30" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020531005 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 530A005 152.000 LF | 54.74000 8320.48| 54.20000 8238.40| 42" Roadway Pipe (Class 3 R.C.) | | | 0630 530A006 100.000 LF | 65.51000 6551.00| 69.32000 6932.00| 48" Roadway Pipe (Class 3 R.C.) | | | 0640 530A012 128.000 LF | 23.38000 2992.64| 18.34000 2347.52| 18" Roadway Pipe (Class 4 R.C.) | | | 0650 530A104 284.000 LF | 50.48000 14336.32| 44.10000 12524.40| 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0660 530A661 760.000 LF | 20.22000 15367.20| 20.00000 15200.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0670 530B007 60.000 LF | 114.00000 6840.00| 123.10000 7386.00| 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0680 535A001 1106.000 LF | 15.00000 16590.00| 21.10000 23336.60| 18" Side Drain Pipe | | | 0690 535A002 454.000 LF | 21.00000 9534.00| 26.60000 12076.40| 24" Side Drain Pipe | | | 0700 600A000 LUMP| 198000.00000 198000.00| 216463.00000 216463.00| Mobilization | | | 0710 601A000 1.000 EACH| 2000.00000 2000.00| 4000.00000 4000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0720 602A000 33.000 EACH| 150.00000 4950.00| 190.00000 6270.00| Right Of Way Markers | | | 0730 603A002 1.000 EACH| 15000.00000 15000.00| 14000.00000 14000.00| Furnishing Type 3 Field Office | | | 0740 610C001 8418.000 TON | 19.00000 159942.00| 14.25000 119956.50| Loose Riprap, Class 2 | | | 0750 610D000 8029.000 SQYD| 1.40000 11240.60| 1.35000 10839.15| Filter Blanket | | | 0760 614A000 201.000 CUYD| 180.00000 36180.00| 195.00000 39195.00| Slope Paving | | | 0770 618B000 105.000 SQYD| 22.50000 2362.50| 16.50000 1732.50| Concrete Driveway, 4" Thick | | | 0780 619A002 20.000 EACH| 560.00000 11200.00| 650.00000 13000.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0790 619A003 3.000 EACH| 660.00000 1980.00| 780.00000 2340.00| 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020531005 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 619A004 4.000 EACH| 800.00000 3200.00| 980.00000 3920.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0810 619A005 1.000 EACH| 850.00000 850.00| 1050.00000 1050.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0820 619A006 1.000 EACH| 1150.00000 1150.00| 1265.00000 1265.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0830 619A007 1.000 EACH| 1460.00000 1460.00| 1450.00000 1450.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0840 619A101 44.000 EACH| 140.00000 6160.00| 650.00000 28600.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0850 619A102 18.000 EACH| 150.00000 2700.00| 600.00000 10800.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0860 619A204 1.000 EACH| 1700.00000 1700.00| 2565.00000 2565.00| 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0870 619B022 2.000 EACH| 2150.00000 4300.00| 3456.00000 6912.00| 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0880 620A000 2.000 CUYD| 600.00000 1200.00| 380.00000 760.00| Minor Structure Concrete | | | 0890 621A000 7.000 EACH| 1700.00000 11900.00| 1950.00000 13650.00| Junction Boxes, Type 1, 1P Or 5 | | | 0900 621A001 2.000 EACH| 1750.00000 3500.00| 2450.00000 4900.00| Junction Boxes, Type 1, 2P Or 5 | | | 0910 621A016 2.000 EACH| 1750.00000 3500.00| 2960.00000 5920.00| Junction Boxes, Type 4, 1P Or 5 | | | 0920 621B000 2.000 EACH| 450.00000 900.00| 750.00000 1500.00| Junction Box Units, Type 1, 1P Or 5 | | | 0930 621B001 2.000 EACH| 480.00000 960.00| 750.00000 1500.00| Junction Box Units, Type 1, 2P Or 5 | | | 0940 621B013 1.000 EACH| 480.00000 480.00| 750.00000 750.00| Junction Box Units, Type 4, 1P Or 5 | | | 0950 621C020 33.000 EACH| 1590.00000 52470.00| 1550.00000 51150.00| Inlets, Type Y | | | 0960 621D019 43.000 EACH| 450.00000 19350.00| 550.00000 23650.00| Inlet Units, Type Y | | | 0970 623C000 2187.000 LF | 12.00000 26244.00| 11.00000 24057.00| Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020531005 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 630A001 250.000 LF | 12.85000 3212.50| 12.85000 3212.50| Steel Beam Guardrail, Class A, Type 2 | | | 0990 630C001 1.000 EACH| 600.00000 600.00| 600.00000 600.00| Guardrail End Anchor, Type 8 | | | 1000 630C003 2.000 EACH| 950.00000 1900.00| 950.00000 1900.00| Guardrail End Anchor, Type 13 | | | 1010 630C070 3.000 EACH| 1340.00000 4020.00| 1340.00000 4020.00| Guardrail End Anchor, Type 10 Series | | | 1020 650A000 21844.000 CUYD| 1.80000 39319.20| 5.85000 127787.40| Topsoil | | | 1030 652A050 40.000 ACRE| 460.00000 18400.00| 575.00000 23000.00| Seeding (Mix 1A) | | | 1040 652A053 1.000 ACRE| 600.00000 600.00| 650.00000 650.00| Seeding (Mix 1E) | | | 1050 652B050 40.000 ACRE| 350.00000 14000.00| 325.00000 13000.00| Temporary Seeding (Mix 1AT) | | | 1060 652C000 41.000 ACRE| 55.00000 2255.00| 40.00000 1640.00| Mowing | | | 1070 652D050 40.000 ACRE| 450.00000 18000.00| 575.00000 23000.00| Seeding In Stubble (Mix 1A) | | | 1080 654A001 659.000 SQYD| 3.50000 2306.50| 4.50000 2965.50| Solid Sodding (Bermuda) | | | 1090 656A000 81.000 ACRE| 395.00000 31995.00| 325.00000 26325.00| Mulching, Class A, Type 1 | | | 1100 659A002 12160.000 SQYD| 5.50000 66880.00| 5.50000 66880.00| Erosion Control Netting, Class C1 | | | 1110 665A000 5.000 ACRE| 300.00000 1500.00| 375.00000 1875.00| Temporary Seeding | | | 1120 665B000 5.000 ACRE| 300.00000 1500.00| 325.00000 1625.00| Temporary Mulching | | | 1130 665C000 100.000 LF | 13.75000 1375.00| 20.00000 2000.00| 15" Temporary Pipe | | | 1140 665F000 1080.000 EACH| 5.00000 5400.00| 3.75000 4050.00| Hay Bales | | | 1150 665I000 5360.000 TON | 19.00000 101840.00| 13.50000 72360.00| Temporary Riprap, Class 2 | | | 1160 665J000 33840.000 LF | 2.40000 81216.00| 1.65000 55836.00| Silt Fence, Type A | | | 1170 665K000 480.000 CUYD| 4.20000 2016.00| 3.00000 1440.00| Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020531005 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 665L000 290.000 LF | 20.00000 5800.00| 20.00000 5800.00| Floating Basin Boom | | | 1190 680A000 LUMP| 48000.00000 48000.00| 137000.00000 137000.00| Engineering Controls | | | 1200 701C000 1.000 MILE| 500.00000 500.00| 320.00000 320.00| Broken Temporary Traffic Stripe | | | 1210 701C001 2.000 MILE| 500.00000 1000.00| 340.00000 680.00| Solid Temporary Traffic Stripe | | | 1220 701G121 1005.000 LF | 1.32000 1326.60| 1.50000 1507.50| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1230 701G125 1005.000 LF | 3.25000 3266.25| 3.25000 3266.25| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1240 701G133 1005.000 LF | 3.25000 3266.25| 3.25000 3266.25| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1250 702A040 9.000 MILE| 1775.00000 15975.00| 1875.00000 16875.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1260 702A041 9.000 MILE| 3795.00000 34155.00| 3900.00000 35100.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1270 702A042 1.000 MILE| 1895.00000 1895.00| 1875.00000 1875.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1280 702A043 9.000 MILE| 3795.00000 34155.00| 3900.00000 35100.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1290 702B011 7102.000 LF | 1.40000 9942.80| 1.00000 7102.00| Dotted Profiled Traffic Stripe (6" Wide | | | 1300 703A002 2440.000 SQFT| 1.80000 4392.00| 1.90000 4636.00| Traffic Control Markings, Class 2, Type | | | A | | | 1310 703B002 810.000 SQFT| 2.60000 2106.00| 2.90000 2349.00| Traffic Control Legends, Class 2, Type | | | 1320 703D001 620.000 SQFT| 1.00000 620.00| 1.25000 775.00| Temporary Traffic Control Markings | | | 1330 705A030 236.000 EACH| 4.90000 1156.40| 4.50000 1062.00| Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020531005 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 705A031 485.000 EACH| 4.70000 2279.50| 4.50000 2182.50| Pavement Markers, Class A-H, Type 1-A | | | 1350 705A037 70.000 EACH| 4.90000 343.00| 4.50000 315.00| Pavement Markers, Class A-H, Type 2-D | | | 1360 707B003 2.000 EACH| 136.50000 273.00| 137.80000 275.60| Type A Hazard Marker Installation | | | 1370 710A115 148.000 SQFT| 13.65000 2020.20| 14.70000 2175.60| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1380 710A125 36.000 SQFT| 14.70000 529.20| 15.80000 568.80| Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1390 710A126 117.000 SQFT| 16.80000 1965.60| 18.05000 2111.85| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1400 710B001 601.000 LF | 4.73000 2842.73| 5.10000 3065.10| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1410 740B000 2007.000 SQFT| 7.65000 15353.55| 9.40000 18865.80| Construction Signs | | | 1420 740D000 1100.000 EACH| 57.00000 62700.00| 64.50000 70950.00| Channelizing Drums | | | 1430 740E000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| Cones (36 Inches High) | | | 1440 740F002 79.000 EACH| 165.00000 13035.00| 235.00000 18565.00| Barricades, Type III | | | 1450 740I005 67.000 EACH| 510.00000 34170.00| 425.00000 28475.00| Warning Lights, Type B (Detachable Head | | | 1460 740M001 50.000 EACH| 1.00000 50.00| 1.00000 50.00| Ballast For Cone | | | 1470 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,712,375.24| $ 6,165,994.43| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,712,375.24| $ 6,165,994.43| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20020531006 COUNTIES : LIMESTONE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0101(555) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#2 (U.S.#72) from the Lauderdale county line at the Elk River to Shaw Road (MP 66.500). Length 6.185 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 1,569,862.55 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 1,682,346.64 107.1652% 3 01018 APAC-ALABAMA, INC. $ 2,087,839.94 132.9951% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020531006 COUNTIES : LIMESTONE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( 3 ) 01018 |BURGREEN CONTRACTING CO., I |SHELBY CONTRACTING 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 401B100 227729.000 SQYD| 0.75000 170796.75| 0.75100 171024.48| 0.77000 175351.33 Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 20495.000 GAL | 0.10000 2049.50| 0.10000 2049.50| 1.54000 31562.30 Tack Coat | | | 0030 408A052 227729.000 SQYD| 0.50000 113864.50| 0.53000 120696.37| 0.92000 209510.68 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 660.000 SQYD| 3.00000 1980.00| 1.00000 660.00| 3.21000 2118.60 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410B000 1.000 EACH| 5000.00000 5000.00| 750.00000 750.00| 402.24000 402.24 State Furnished Profilograph | | | 0060 424A360 12525.000 TON | 28.00000 350700.00| 32.71000 409692.75| 38.48000 481962.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A367 428.000 TON | 30.00000 12840.00| 33.09000 14162.52| 37.48000 16041.44 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 25050.000 TON | 25.00000 626250.00| 27.26000 682863.00| 31.58000 791079.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B659 100.000 TON | 30.00000 3000.00| 27.26000 2726.00| 43.51000 4351.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 428C000 7772.000 LF | 0.50000 3886.00| 0.68000 5284.96| 0.69000 5362.68 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0110 430B014 2047.000 TON | 11.00000 22517.00| 11.38000 23294.86| 17.79000 36416.13 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0120 600A000 LUMP| 49000.00000 49000.00| 32539.00000 32539.00| 117252.11000 117252.11 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020531006 COUNTIES : LIMESTONE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( 3 ) 01018 |BURGREEN CONTRACTING CO., I |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C000 20.000 MILE| 320.00000 6400.00| 320.00000 6400.00| 326.40000 6528.00 Broken Temporary Traffic Stripe | | | 0140 701C001 20.000 MILE| 340.00000 6800.00| 340.00000 6800.00| 346.80000 6936.00 Solid Temporary Traffic Stripe | | | 0150 702A040 13.000 MILE| 1775.00000 23075.00| 1950.00000 25350.00| 1810.50000 23536.50 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A041 13.000 MILE| 3795.00000 49335.00| 3990.00000 51870.00| 3870.90000 50321.70 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A042 12.000 MILE| 1775.00000 21300.00| 1950.00000 23400.00| 1810.50000 21726.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A043 15.000 MILE| 3795.00000 56925.00| 3990.00000 59850.00| 3870.90000 58063.50 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702B011 564.000 LF | 1.50000 846.00| 1.50000 846.00| 1.53000 862.92 Dotted Profiled Traffic Stripe (6" Wide | | | 0200 703A002 1318.000 SQFT| 1.80000 2372.40| 1.90000 2504.20| 1.84000 2425.12 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 90.000 SQFT| 2.60000 234.00| 2.90000 261.00| 2.65000 238.50 Traffic Control Legends, Class 2, Type | | | 0220 705A030 8.000 EACH| 4.80000 38.40| 5.00000 40.00| 4.90000 39.20 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 430.000 EACH| 4.60000 1978.00| 5.00000 2150.00| 4.69000 2016.70 Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 385.000 EACH| 4.60000 1771.00| 5.00000 1925.00| 4.69000 1805.65 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 385.000 EACH| 4.80000 1848.00| 5.00000 1925.00| 4.90000 1886.50 Pavement Markers, Class A-H, Type 2-D | | | 0260 730H001 4000.000 LF | 2.30000 9200.00| 2.45000 9800.00| 2.35000 9400.00 Loop Wire | | | 0270 730I001 6500.000 LF | 1.40000 9100.00| 1.50000 9750.00| 1.43000 9295.00 Loop Detector Lead-In-Cable | | | 0280 730K000 4.000 EACH| 575.00000 2300.00| 225.00000 900.00| 586.50000 2346.00 Traffic Signal Junction Box | | | 0290 740B000 1032.000 SQFT| 8.00000 8256.00| 7.25000 7482.00| 7.76000 8008.32 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020531006 COUNTIES : LIMESTONE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( 3 ) 01018 |BURGREEN CONTRACTING CO., I |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740D000 200.000 EACH| 1.00000 200.00| 0.00000 0.00| 37.54000 7508.00 Channelizing Drums | | | 0310 740E000 200.000 EACH| 10.00000 2000.00| 9.50000 1900.00| 6.37000 1274.00 Cones (36 Inches High) | | | 0320 740M001 200.000 EACH| 5.00000 1000.00| 0.00000 0.00| 4.36000 872.00 Ballast For Cone | | | 0330 741C010 2.000 EACH| 1500.00000 3000.00| 1725.00000 3450.00| 670.41000 1340.82 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,569,862.55| $ 1,682,346.64| $ 2,087,839.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,569,862.55| $ 1,682,346.64| $ 2,087,839.94 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 350 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNHF-0102(525) for constructing the Grade, Drain, Partial Base & Pave and Bridge Culverts (Additional Lanes) on S.R.#157 from the Morgan County line to northwest of Speake. Length 4.398 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 4,591,964.11 100.0000% 2 08077 HASTINGS GENERAL CONTRACTING, INC. $ 4,643,806.58 101.1290% 3 23045 WATERS BROTHERS CONTRACTORS, INC. $ 4,671,060.71 101.7225% 4 02091 BOYD EXCAVATING, INC. $ 4,674,055.56 101.7877% 5 01018 APAC-ALABAMA, INC. $ 4,696,860.64 102.2843% 6 19074 S & M EQUIPMENT CO., INC. $ 5,053,319.10 110.0470% 7 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 5,442,262.24 118.5171% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( 3 ) 23045 |RACON, INC. |HASTINGS GENERAL CONTRACTIN |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 378000.00000 378000.00| 670462.54000 670462.54| 351741.00000 351741.00 Clearing & Grubbing (Approximately 145 | | | Acres) | | | 0020 204A000 4.000 EACH| 100.00000 400.00| 597.77000 2391.08| 870.61790 3482.47 Closing Water Well | | | 0030 205A001 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27050 736.27 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27060 736.27 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27050 736.27 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27060 736.27 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27050 736.27 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27060 736.27 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27050 736.27 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27060 736.27 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27050 736.27 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27060 736.27 Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27050 736.27 Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27060 736.27 Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27050 736.27 Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27050 736.27 Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27050 736.27 Removal Of Structures, Structure No. 15 | | | 0180 205A016 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27050 736.27 Removal Of Structures, Structure No. 16 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( 3 ) 23045 |RACON, INC. |HASTINGS GENERAL CONTRACTIN |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27050 736.27 Removal Of Structures, Structure No. 17 | | | 0200 205A018 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27060 736.27 Removal Of Structures, Structure No. 18 | | | 0210 205A019 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27060 736.27 Removal Of Structures, Structure No. 19 | | | 0220 205A020 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27060 736.27 Removal Of Structures, Structure No. 20 | | | 0230 205A021 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27060 736.27 Removal of Structures, Structure No. 21 | | | 0240 205A022 1.000 EACH| 1.00000 1.00| 3497.77000 3497.77| 736.27060 736.27 Removal Of Structures, Structure No. 22 | | | 0250 206B000 LUMP| 110000.00000 110000.00| 3977.77000 3977.77| 4543.39880 4543.40 Removal Of Old Box Culvert, Station | | | 19+43 SR 36 | | | 0260 206C002 166.000 SQYD| 6.00000 996.00| 3.07000 509.62| 2.07960 345.21 Removing Concrete Slope Paving | | | 0270 206D000 1607.000 LF | 6.00000 9642.00| 2.07000 3326.49| 5.38870 8659.64 Removing Pipe | | | 0280 206D001 149.000 LF | 3.00000 447.00| 3.27000 487.23| 3.18650 474.79 Removing Guardrail | | | 0290 206D002 179.000 LF | 5.00000 895.00| 2.07000 370.53| 5.41580 969.43 Removing Curb | | | 0300 206E000 126.000 EACH| 500.00000 63000.00| 77.77000 9799.02| 90.23090 11369.09 Removing Headwalls | | | 0310 206E008 4.000 EACH| 200.00000 800.00| 137.77000 551.08| 148.41740 593.67 Removing Guardrail End Anchor (All Type | | | 0320 210A000 235684.000 CUYD| 4.00000 942736.00| 2.07000 487865.88| 4.25000 1001657.00 Unclassified Excavation | | | 0330 210D000 200314.000 CUYD| 1.00000 200314.00| 4.17000 835309.38| 2.00000 400628.00 Borrow Excavation | | | 0340 214A000 6582.000 CUYD| 12.00000 78984.00| 12.07000 79444.74| 12.00000 78984.00 Structure Excavation | | | 0350 214B001 1857.000 CUYD| 20.00000 37140.00| 17.77000 32998.89| 25.00000 46425.00 Foundation Backfill, Commercial | | | 0360 224A000 1600.000 CUYD| 2.00000 3200.00| 1.77000 2832.00| 3.95810 6332.96 Lime Sink Excavation | | | 0370 224B000 1600.000 CUYD| 11.50000 18400.00| 11.77000 18832.00| 19.30110 30881.76 Special Backfill For Lime Sink, ALDOT | | | #57,#67 Or #467 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( 3 ) 23045 |RACON, INC. |HASTINGS GENERAL CONTRACTIN |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 224D000 200.000 CUYD| 65.00000 13000.00| 147.77000 29554.00| 106.19860 21239.72 Concrete Seal For Lime Sink | | | 0390 301A012 48086.000 SQYD| 4.00000 192344.00| 3.27000 157241.22| 3.34000 160607.24 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0400 401A000 26017.000 SQYD| 0.34000 8845.78| 0.32770 8525.77| 0.48270 12558.41 Bituminous Treatment A | | | 0410 405A000 1369.000 GAL | 1.47000 2012.43| 1.40000 1916.60| 1.07260 1468.39 Tack Coat | | | 0420 424A280 1357.000 TON | 46.18000 62666.26| 44.07000 59802.99| 42.54050 57727.46 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0430 424B282 4364.000 TON | 35.18000 153525.52| 30.07000 131225.48| 34.20610 149275.42 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0440 424C281 3625.000 TON | 31.47000 114078.75| 27.77000 100666.25| 34.20620 123997.48 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0450 428C000 3874.000 LF | 2.63000 10188.62| 2.07000 8019.18| 1.54730 5994.24 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0460 430B000 6268.000 TON | 9.25000 57979.00| 17.77000 111382.36| 12.11230 75919.90 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0470 502A000 204070.000 LB | 0.50000 102035.00| 0.47000 95912.90| 0.22570 46058.60 Steel Reinforcement | | | 0480 524A011 513.000 CUYD| 375.00000 192375.00| 297.77000 152756.01| 326.70990 167602.18 Culvert Concrete (Cast In Place) | | | 0490 524B011 660.000 CUYD| 345.00000 227700.00| 297.77000 196528.20| 259.82560 171484.90 Culvert Concrete Extension (Cast In | | | Place) | | | 0500 530A001 3296.000 LF | 18.44000 60778.24| 17.77000 58569.92| 22.15440 73020.90 18" Roadway Pipe (Class 3 R.C.) | | | 0510 530A002 550.000 LF | 23.69000 13029.50| 24.77000 13623.50| 27.05810 14881.96 24" Roadway Pipe (Class 3 R.C.) | | | 0520 530A003 320.000 LF | 30.74000 9836.80| 31.77000 10166.40| 33.62980 10761.54 30" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( 3 ) 23045 |RACON, INC. |HASTINGS GENERAL CONTRACTIN |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 530A004 456.000 LF | 37.82000 17245.92| 37.77000 17223.12| 40.10230 18286.65 36" Roadway Pipe (Class 3 R.C.) | | | 0540 530A005 148.000 LF | 47.17000 6981.16| 54.77000 8105.96| 47.35300 7008.24 42" Roadway Pipe (Class 3 R.C.) | | | 0550 530A006 108.000 LF | 56.35000 6085.80| 60.77000 6563.16| 55.41900 5985.25 48" Roadway Pipe (Class 3 R.C.) | | | 0560 530A026 188.000 LF | 41.91000 7879.08| 57.77000 10860.76| 49.64710 9333.65 36" Roadway Pipe (Class 5 R.C.) | | | 0570 530A102 8.000 LF | 67.90000 543.20| 27.77000 222.16| 34.35740 274.86 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0580 530A103 16.000 LF | 73.92000 1182.72| 37.77000 604.32| 40.66770 650.68 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0590 530A104 44.000 LF | 59.57000 2621.08| 41.77000 1837.88| 46.87520 2062.51 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0600 530A105 20.000 LF | 86.16000 1723.20| 54.77000 1095.40| 53.47080 1069.42 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0610 530A493 150.000 LF | 16.48000 2472.00| 14.77000 2215.50| 20.88660 3132.99 15" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0620 530B003 136.000 LF | 44.95000 6113.20| 54.77000 7448.72| 44.88360 6104.17 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0630 530B004 140.000 LF | 53.59000 7502.60| 60.77000 8507.80| 56.45100 7903.14 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0640 530B005 116.000 LF | 68.89000 7991.24| 77.77000 9021.32| 59.76360 6932.58 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0650 530B006 168.000 LF | 80.28000 13487.04| 100.77000 16929.36| 82.90640 13928.28 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0660 535A001 1009.000 LF | 17.11000 17263.99| 12.77000 12884.93| 20.34720 20530.32 18" Side Drain Pipe | | | 0670 535A002 164.000 LF | 19.64000 3220.96| 21.77000 3570.28| 24.09220 3951.12 24" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( 3 ) 23045 |RACON, INC. |HASTINGS GENERAL CONTRACTIN |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 535A003 104.000 LF | 24.38000 2535.52| 29.77000 3096.08| 28.77810 2992.92 30" Side Drain Pipe | | | 0690 535A004 40.000 LF | 31.42000 1256.80| 37.77000 1510.80| 29.83210 1193.28 36" Side Drain Pipe | | | 0700 535A005 64.000 LF | 32.63000 2088.32| 41.77000 2673.28| 35.11120 2247.12 42" Side Drain Pipe | | | 0710 535A006 54.000 LF | 35.57000 1920.78| 47.77000 2579.58| 37.96390 2050.05 48" Side Drain Pipe | | | 0720 600A000 LUMP| 552000.00000 552000.00| 100000.00000 100000.00| 400000.00000 400000.00 Mobilization | | | 0730 601A000 1.000 EACH| 3500.00000 3500.00| 7777.77000 7777.77| 19224.91310 19224.91 Furnishing Base, Soil And Structure | | | Laboratories | | | 0740 602A000 99.000 EACH| 75.00000 7425.00| 177.77000 17599.23| 111.74820 11063.07 Right Of Way Markers | | | 0750 603A002 1.000 EACH| 25000.00000 25000.00| 17777.77000 17777.77| 17860.27080 17860.27 Furnishing Type 3 Field Office | | | 0760 606A000 3000.000 LF | 6.00000 18000.00| 3.77000 11310.00| 11.89260 35677.80 6" Underdrain Pipe | | | 0770 610C001 10036.000 TON | 8.00000 80288.00| 17.77000 178339.72| 5.51500 55348.54 Loose Riprap, Class 2 | | | 0780 610D000 8440.000 SQYD| 2.00000 16880.00| 1.57000 13250.80| 2.45060 20683.06 Filter Blanket | | | 0790 614A000 2.000 CUYD| 500.00000 1000.00| 277.77000 555.54| 592.14270 1184.29 Slope Paving | | | 0800 617A000 8496.000 SQYD| 1.58000 13423.68| 2.17000 18436.32| 1.60890 13669.21 Bituminous Treated Glass Fiber Flumes | | | 0810 619A002 27.000 EACH| 428.00000 11556.00| 447.77000 12089.79| 519.35980 14022.71 18" Roadway Pipe End Treatment, Class 1 | | | 0820 619A003 8.000 EACH| 486.00000 3888.00| 577.77000 4622.16| 673.03570 5384.29 24" Roadway Pipe End Treatment, Class 1 | | | 0830 619A004 4.000 EACH| 551.00000 2204.00| 677.77000 2711.08| 838.60020 3354.40 30" Roadway Pipe End Treatment, Class 1 | | | 0840 619A005 5.000 EACH| 700.00000 3500.00| 777.77000 3888.85| 1024.00680 5120.03 36" Roadway Pipe End Treatment, Class 1 | | | 0850 619A006 1.000 EACH| 748.00000 748.00| 1077.77000 1077.77| 1233.11370 1233.11 42" Roadway Pipe End Treatment, Class 1 | | | 0860 619A007 1.000 EACH| 788.00000 788.00| 1277.77000 1277.77| 1455.64710 1455.65 48" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( 3 ) 23045 |RACON, INC. |HASTINGS GENERAL CONTRACTIN |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 619A101 56.000 EACH| 428.00000 23968.00| 447.77000 25075.12| 519.40780 29086.84 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0880 619A102 8.000 EACH| 486.00000 3888.00| 577.77000 4622.16| 673.52880 5388.23 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0890 619A103 6.000 EACH| 551.00000 3306.00| 677.77000 4066.62| 839.35220 5036.11 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0900 619A104 2.000 EACH| 707.00000 1414.00| 1077.77000 2155.54| 1026.53170 2053.06 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0910 619A105 4.000 EACH| 748.00000 2992.00| 1077.77000 4311.08| 1024.86060 4099.44 42" Side Drain Pipe End Treatment, | | | Class 1 | | | 0920 619A106 2.000 EACH| 788.00000 1576.00| 1277.77000 2555.54| 1458.34940 2916.70 48" Side Drain Pipe End Treatment, | | | Class 1 | | | 0930 619B019 1.000 EACH| 745.00000 745.00| 1077.77000 1077.77| 1068.43910 1068.44 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0940 619B020 1.000 EACH| 753.00000 753.00| 1077.77000 1077.77| 1237.53310 1237.53 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0950 619B021 1.000 EACH| 771.00000 771.00| 1377.77000 1377.77| 1439.63290 1439.63 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0960 619B268 2.000 EACH| 998.00000 1996.00| 1077.77000 2155.54| 1513.79360 3027.59 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1, (Double Line) | | | 0970 620A000 9.000 CUYD| 975.00000 8775.00| 477.77000 4299.93| 1500.00000 13500.00 Minor Structure Concrete | | | 0980 621A000 3.000 EACH| 2030.00000 6090.00| 1277.77000 3833.31| 1689.55860 5068.68 Junction Boxes, Type 1, 1P Or 5 | | | 0990 621A001 9.000 EACH| 2030.00000 18270.00| 1577.77000 14199.93| 2492.55400 22432.99 Junction Boxes, Type 1, 2P Or 5 | | | 1000 621A017 1.000 EACH| 2895.00000 2895.00| 1577.77000 1577.77| 3341.80800 3341.81 Junction Boxes, Type 4, 2P Or 5 | | | 1010 621B000 1.000 EACH| 487.00000 487.00| 477.77000 477.77| 428.07900 428.08 Junction Box Units, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -8 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( 3 ) 23045 |RACON, INC. |HASTINGS GENERAL CONTRACTIN |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 621B001 10.000 EACH| 487.00000 4870.00| 397.77000 3977.70| 595.92940 5959.29 Junction Box Units, Type 1, 2P Or 5 | | | 1030 621B013 1.000 EACH| 655.00000 655.00| 397.77000 397.77| 745.07980 745.08 Junction Box Units, Type 4, 1P Or 5 | | | 1040 621C152 37.000 EACH| 1095.00000 40515.00| 577.77000 21377.49| 740.85000 27411.45 Inlets, Type Y (Partial Base Only) | | | 1050 621D019 54.000 EACH| 361.21000 19505.34| 277.77000 14999.58| 440.14360 23767.75 Inlet Units, Type Y | | | 1060 636A000 36.000 LF | 7.21000 259.56| 2.77000 99.72| 5.65100 203.44 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 1070 650A000 28474.000 CUYD| 2.00000 56948.00| 4.07000 115889.18| 2.01390 57343.79 Topsoil | | | 1080 652A050 52.000 ACRE| 603.75000 31395.00| 477.77000 24844.04| 616.76180 32071.61 Seeding (Mix 1A) | | | 1090 652A053 1.000 ACRE| 603.75000 603.75| 675.00000 675.00| 616.76180 616.76 Seeding (Mix 1E) | | | 1100 652B050 52.000 ACRE| 456.75000 23751.00| 407.77000 21204.04| 466.59370 24262.87 Temporary Seeding (Mix 1AT) | | | 1110 652C000 53.000 ACRE| 28.35000 1502.55| 47.77000 2531.81| 28.96100 1534.93 Mowing | | | 1120 652D050 52.000 ACRE| 420.00000 21840.00| 597.77000 31084.04| 429.05170 22310.69 Seeding In Stubble (Mix 1A) | | | 1130 654A001 5.000 SQYD| 3.94000 19.70| 4.77000 23.85| 4.02240 20.11 Solid Sodding (Bermuda) | | | 1140 656A000 105.000 ACRE| 435.75000 45753.75| 427.77000 44915.85| 445.14110 46739.82 Mulching, Class A, Type 1 | | | 1150 659A002 8602.000 SQYD| 4.73000 40687.46| 5.47000 47052.94| 4.82680 41520.13 Erosion Control Netting, Class C1 | | | 1160 665C000 896.000 LF | 8.21000 7356.16| 12.77000 11441.92| 16.53730 14817.42 15" Temporary Pipe | | | 1170 665E000 1680.000 SQYD| 1.00000 1680.00| 0.47000 789.60| 2.55650 4294.92 Polyethylene | | | 1180 665F000 3000.000 EACH| 5.00000 15000.00| 4.77000 14310.00| 7.79150 23374.50 Hay Bales | | | 1190 665I000 3520.000 TON | 8.00000 28160.00| 15.77000 55510.40| 5.51490 19412.45 Temporary Riprap, Class 2 | | | 1200 665J000 25370.000 LF | 1.00000 25370.00| 1.77000 44904.90| 3.71640 94285.07 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -9 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( 3 ) 23045 |RACON, INC. |HASTINGS GENERAL CONTRACTIN |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 665K000 680.000 CUYD| 2.00000 1360.00| 7.77000 5283.60| 3.72110 2530.35 Drainage Sump Excavation | | | 1220 665L000 200.000 LF | 21.20000 4240.00| 11.77000 2354.00| 18.76160 3752.32 Floating Basin Boom | | | 1230 666A001 53.000 ACRE| 1.00000 53.00| 17.77000 941.81| 1.00000 53.00 Pest Control Treatment | | | 1240 680A000 LUMP| 75000.00000 75000.00| 60777.77000 60777.77| 131000.00000 131000.00 Engineering Controls | | | 1250 701A004 2.000 MILE| 725.17000 1450.34| 677.77000 1355.54| 375.42020 750.84 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1260 701A012 2.000 MILE| 725.17000 1450.34| 677.77000 1355.54| 375.42020 750.84 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1270 701A028 1.000 MILE| 2231.31000 2231.31| 2177.77000 2177.77| 1823.46970 1823.47 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1280 701A048 1.000 MILE| 2231.31000 2231.31| 2177.77000 2177.77| 2037.99560 2038.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1290 701C001 2.000 MILE| 725.17000 1450.34| 677.77000 1355.54| 402.23600 804.47 Solid Temporary Traffic Stripe | | | 1300 703A000 1745.000 SQFT| 0.65000 1134.25| 0.77000 1343.65| 1.39440 2433.23 Traffic Control Markings, Class 1, Type | | | A | | | 1310 703A002 80.000 SQFT| 1.54000 123.20| 1.77000 141.60| 5.36310 429.05 Traffic Control Markings, Class 2, Type | | | A | | | 1320 705A037 124.000 EACH| 11.16000 1383.84| 10.77000 1335.48| 6.43580 798.04 Pavement Markers, Class A-H, Type 2-D | | | 1330 710A115 90.000 SQFT| 14.50000 1305.00| 14.77000 1329.30| 14.83420 1335.08 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1340 710A126 78.000 SQFT| 17.85000 1392.30| 17.77000 1386.06| 18.25750 1424.09 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1350 710B001 234.000 LF | 5.02000 1174.68| 5.77000 1350.18| 5.13490 1201.57 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -10 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( 3 ) 23045 |RACON, INC. |HASTINGS GENERAL CONTRACTIN |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 726A000 1500.000 LF | 35.18000 52770.00| 37.77000 56655.00| 37.58900 56383.50 Portable Concrete Safety Barriers, Type | | | 6 | | | 1370 740B000 1301.000 SQFT| 8.09000 10525.09| 9.77000 12710.77| 19.73040 25669.25 Construction Signs | | | 1380 740D000 489.000 EACH| 60.25000 29462.25| 67.77000 33139.53| 133.05900 65065.85 Channelizing Drums | | | 1390 740E000 50.000 EACH| 6.02000 301.00| 10.77000 538.50| 72.83720 3641.86 Cones (36 Inches High) | | | 1400 740F002 122.000 EACH| 172.93000 21097.46| 297.77000 36327.94| 308.15820 37595.30 Barricades, Type III | | | 1410 740I005 29.000 EACH| 702.86000 20382.94| 677.77000 19655.33| 372.24210 10795.02 Warning Lights, Type B (Detachable Head | | | 1420 740M001 50.000 EACH| 4.28000 214.00| 6.77000 338.50| 25.02000 1251.00 Ballast For Cone | | | 1430 740Q000 500.000 LF | 1.83000 915.00| 0.77000 385.00| 2.16620 1083.10 Construction Safety Fence | | | 1440 999 000 1040.000 HOUR| 0.80000 832.00| 0.80000 832.00| 0.80000 832.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,591,964.11| $ 4,643,806.58| $ 4,671,060.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,591,964.11| $ 4,643,806.58| $ 4,671,060.71 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -11 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 01018 |( 6 ) 19074 |BOYD EXCAVATING, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 375628.00000 375628.00| 75259.13000 75259.13| 350000.00000 350000.00 Clearing & Grubbing (Approximately 145 | | | Acres) | | | 0020 204A000 4.000 EACH| 500.00000 2000.00| 705.93000 2823.72| 1250.00000 5000.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 15 | | | 0180 205A016 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 16 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -12 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 01018 |( 6 ) 19074 |BOYD EXCAVATING, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 17 | | | 0200 205A018 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 18 | | | 0210 205A019 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 19 | | | 0220 205A020 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 20 | | | 0230 205A021 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal of Structures, Structure No. 21 | | | 0240 205A022 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 1250.00000 1250.00 Removal Of Structures, Structure No. 22 | | | 0250 206B000 LUMP| 5000.00000 5000.00| 7012.50000 7012.50| 3000.00000 3000.00 Removal Of Old Box Culvert, Station | | | 19+43 SR 36 | | | 0260 206C002 166.000 SQYD| 5.00000 830.00| 4.40000 730.40| 7.50000 1245.00 Removing Concrete Slope Paving | | | 0270 206D000 1607.000 LF | 5.00000 8035.00| 5.36000 8613.52| 5.00000 8035.00 Removing Pipe | | | 0280 206D001 149.000 LF | 4.00000 596.00| 3.06000 455.94| 10.00000 1490.00 Removing Guardrail | | | 0290 206D002 179.000 LF | 5.00000 895.00| 1.80000 322.20| 5.00000 895.00 Removing Curb | | | 0300 206E000 126.000 EACH| 250.00000 31500.00| 53.77000 6775.02| 150.00000 18900.00 Removing Headwalls | | | 0310 206E008 4.000 EACH| 150.00000 600.00| 127.50000 510.00| 250.00000 1000.00 Removing Guardrail End Anchor (All Type | | | 0320 210A000 235684.000 CUYD| 4.75000 1119499.00| 4.76000 1121855.84| 4.00000 942736.00 Unclassified Excavation | | | 0330 210D000 200314.000 CUYD| 1.50000 300471.00| 3.37000 675058.18| 3.25000 651020.50 Borrow Excavation | | | 0340 214A000 6582.000 CUYD| 14.00000 92148.00| 3.45000 22707.90| 20.00000 131640.00 Structure Excavation | | | 0350 214B001 1857.000 CUYD| 15.25000 28319.25| 9.02000 16750.14| 25.00000 46425.00 Foundation Backfill, Commercial | | | 0360 224A000 1600.000 CUYD| 7.50000 12000.00| 1.85000 2960.00| 6.50000 10400.00 Lime Sink Excavation | | | 0370 224B000 1600.000 CUYD| 14.50000 23200.00| 15.21000 24336.00| 28.00000 44800.00 Special Backfill For Lime Sink, ALDOT | | | #57,#67 Or #467 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -13 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 01018 |( 6 ) 19074 |BOYD EXCAVATING, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 224D000 200.000 CUYD| 100.00000 20000.00| 94.76000 18952.00| 115.00000 23000.00 Concrete Seal For Lime Sink | | | 0390 301A012 48086.000 SQYD| 3.66000 175994.76| 4.26000 204846.36| 4.15000 199556.90 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0400 401A000 26017.000 SQYD| 0.45000 11707.65| 0.61000 15870.37| 0.35000 9105.95 Bituminous Treatment A | | | 0410 405A000 1369.000 GAL | 1.00000 1369.00| 1.47000 2012.43| 1.00000 1369.00 Tack Coat | | | 0420 424A280 1357.000 TON | 39.68000 53845.76| 58.76000 79737.32| 40.00000 54280.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0430 424B282 4364.000 TON | 31.89000 139167.96| 37.80000 164959.20| 32.00000 139648.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0440 424C281 3625.000 TON | 31.89000 115601.25| 33.98000 123177.50| 30.00000 108750.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0450 428C000 3874.000 LF | 0.75000 2905.50| 1.83000 7089.42| 1.50000 5811.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0460 430B000 6268.000 TON | 13.00000 81484.00| 12.22000 76594.96| 12.00000 75216.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0470 502A000 204070.000 LB | 0.45000 91831.50| 0.46000 93872.20| 0.75000 153052.50 Steel Reinforcement | | | 0480 524A011 513.000 CUYD| 280.00000 143640.00| 275.40000 141280.20| 295.00000 151335.00 Culvert Concrete (Cast In Place) | | | 0490 524B011 660.000 CUYD| 360.00000 237600.00| 204.00000 134640.00| 295.00000 194700.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0500 530A001 3296.000 LF | 16.25000 53560.00| 19.92000 65656.32| 17.45000 57515.20 18" Roadway Pipe (Class 3 R.C.) | | | 0510 530A002 550.000 LF | 22.12000 12166.00| 26.93000 14811.50| 23.15000 12732.50 24" Roadway Pipe (Class 3 R.C.) | | | 0520 530A003 320.000 LF | 29.75000 9520.00| 38.00000 12160.00| 32.50000 10400.00 30" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -14 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 01018 |( 6 ) 19074 |BOYD EXCAVATING, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 530A004 456.000 LF | 38.24000 17437.44| 42.53000 19393.68| 40.84000 18623.04 36" Roadway Pipe (Class 3 R.C.) | | | 0540 530A005 148.000 LF | 47.97000 7099.56| 49.29000 7294.92| 47.24000 6991.52 42" Roadway Pipe (Class 3 R.C.) | | | 0550 530A006 108.000 LF | 58.90000 6361.20| 65.45000 7068.60| 72.01000 7777.08 48" Roadway Pipe (Class 3 R.C.) | | | 0560 530A026 188.000 LF | 52.25000 9823.00| 54.46000 10238.48| 52.92000 9948.96 36" Roadway Pipe (Class 5 R.C.) | | | 0570 530A102 8.000 LF | 25.75000 206.00| 52.39000 419.12| 23.14000 185.12 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0580 530A103 16.000 LF | 35.90000 574.40| 59.04000 944.64| 32.51000 520.16 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0590 530A104 44.000 LF | 45.25000 1991.00| 71.55000 3148.20| 40.84000 1796.96 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0600 530A105 20.000 LF | 55.00000 1100.00| 79.96000 1599.20| 47.24000 944.80 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0610 530A493 150.000 LF | 11.61000 1741.50| 20.07000 3010.50| 14.15000 2122.50 15" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0620 530B003 136.000 LF | 40.85000 5555.60| 52.22000 7101.92| 41.75000 5678.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0630 530B004 140.000 LF | 55.50000 7770.00| 68.59000 9602.60| 54.40000 7616.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0640 530B005 116.000 LF | 67.70000 7853.20| 89.68000 10402.88| 62.13000 7207.08 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0650 530B006 168.000 LF | 83.75000 14070.00| 96.50000 16212.00| 87.10000 14632.80 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0660 535A001 1009.000 LF | 14.31000 14438.79| 22.59000 22793.31| 16.49000 16638.41 18" Side Drain Pipe | | | 0670 535A002 164.000 LF | 18.75000 3075.00| 27.58000 4523.12| 21.39000 3507.96 24" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -15 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 01018 |( 6 ) 19074 |BOYD EXCAVATING, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 535A003 104.000 LF | 25.00000 2600.00| 38.93000 4048.72| 31.02000 3226.08 30" Side Drain Pipe | | | 0690 535A004 40.000 LF | 27.00000 1080.00| 35.93000 1437.20| 38.83000 1553.20 36" Side Drain Pipe | | | 0700 535A005 64.000 LF | 35.89000 2296.96| 44.82000 2868.48| 52.57000 3364.48 42" Side Drain Pipe | | | 0710 535A006 54.000 LF | 42.61000 2300.94| 53.11000 2867.94| 62.77000 3389.58 48" Side Drain Pipe | | | 0720 600A000 LUMP| 356000.00000 356000.00| 407488.22000 407488.22| 250000.00000 250000.00 Mobilization | | | 0730 601A000 1.000 EACH| 5000.00000 5000.00| 4942.07000 4942.07| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0740 602A000 99.000 EACH| 75.00000 7425.00| 148.77000 14728.23| 100.00000 9900.00 Right Of Way Markers | | | 0750 603A002 1.000 EACH| 10000.00000 10000.00| 14727.49000 14727.49| 10000.00000 10000.00 Furnishing Type 3 Field Office | | | 0760 606A000 3000.000 LF | 8.00000 24000.00| 8.93000 26790.00| 8.00000 24000.00 6" Underdrain Pipe | | | 0770 610C001 10036.000 TON | 14.50000 145522.00| 16.58000 166396.88| 17.00000 170612.00 Loose Riprap, Class 2 | | | 0780 610D000 8440.000 SQYD| 2.50000 21100.00| 2.25000 18990.00| 1.55000 13082.00 Filter Blanket | | | 0790 614A000 2.000 CUYD| 1000.00000 2000.00| 402.93000 805.86| 300.00000 600.00 Slope Paving | | | 0800 617A000 8496.000 SQYD| 1.50000 12744.00| 1.53000 12998.88| 1.75000 14868.00 Bituminous Treated Glass Fiber Flumes | | | 0810 619A002 27.000 EACH| 550.00000 14850.00| 393.73000 10630.71| 400.00000 10800.00 18" Roadway Pipe End Treatment, Class 1 | | | 0820 619A003 8.000 EACH| 750.00000 6000.00| 406.16000 3249.28| 475.00000 3800.00 24" Roadway Pipe End Treatment, Class 1 | | | 0830 619A004 4.000 EACH| 950.00000 3800.00| 541.14000 2164.56| 625.00000 2500.00 30" Roadway Pipe End Treatment, Class 1 | | | 0840 619A005 5.000 EACH| 1050.00000 5250.00| 627.87000 3139.35| 800.00000 4000.00 36" Roadway Pipe End Treatment, Class 1 | | | 0850 619A006 1.000 EACH| 1265.00000 1265.00| 835.35000 835.35| 1000.00000 1000.00 42" Roadway Pipe End Treatment, Class 1 | | | 0860 619A007 1.000 EACH| 1475.00000 1475.00| 835.35000 835.35| 1300.00000 1300.00 48" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -16 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 01018 |( 6 ) 19074 |BOYD EXCAVATING, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 619A101 56.000 EACH| 650.00000 36400.00| 394.59000 22097.04| 425.00000 23800.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0880 619A102 8.000 EACH| 750.00000 6000.00| 406.86000 3254.88| 475.00000 3800.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0890 619A103 6.000 EACH| 850.00000 5100.00| 540.23000 3241.38| 625.00000 3750.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0900 619A104 2.000 EACH| 1050.00000 2100.00| 540.99000 1081.98| 775.00000 1550.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0910 619A105 4.000 EACH| 1265.00000 5060.00| 807.56000 3230.24| 975.00000 3900.00 42" Side Drain Pipe End Treatment, | | | Class 1 | | | 0920 619A106 2.000 EACH| 1550.00000 3100.00| 979.64000 1959.28| 1275.00000 2550.00 48" Side Drain Pipe End Treatment, | | | Class 1 | | | 0930 619B019 1.000 EACH| 1675.00000 1675.00| 830.17000 830.17| 800.00000 800.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0940 619B020 1.000 EACH| 1850.00000 1850.00| 1268.99000 1268.99| 1100.00000 1100.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0950 619B021 1.000 EACH| 2167.00000 2167.00| 1566.71000 1566.71| 1400.00000 1400.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0960 619B268 2.000 EACH| 2265.00000 4530.00| 1564.72000 3129.44| 1350.00000 2700.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1, (Double Line) | | | 0970 620A000 9.000 CUYD| 775.00000 6975.00| 967.27000 8705.43| 2250.00000 20250.00 Minor Structure Concrete | | | 0980 621A000 3.000 EACH| 1875.00000 5625.00| 1596.03000 4788.09| 1850.00000 5550.00 Junction Boxes, Type 1, 1P Or 5 | | | 0990 621A001 9.000 EACH| 2865.00000 25785.00| 2064.91000 18584.19| 1850.00000 16650.00 Junction Boxes, Type 1, 2P Or 5 | | | 1000 621A017 1.000 EACH| 2975.00000 2975.00| 2014.54000 2014.54| 1850.00000 1850.00 Junction Boxes, Type 4, 2P Or 5 | | | 1010 621B000 1.000 EACH| 750.00000 750.00| 587.46000 587.46| 350.00000 350.00 Junction Box Units, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -17 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 01018 |( 6 ) 19074 |BOYD EXCAVATING, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 621B001 10.000 EACH| 750.00000 7500.00| 472.30000 4723.00| 350.00000 3500.00 Junction Box Units, Type 1, 2P Or 5 | | | 1030 621B013 1.000 EACH| 750.00000 750.00| 770.57000 770.57| 350.00000 350.00 Junction Box Units, Type 4, 1P Or 5 | | | 1040 621C152 37.000 EACH| 1050.00000 38850.00| 275.91000 10208.67| 1500.00000 55500.00 Inlets, Type Y (Partial Base Only) | | | 1050 621D019 54.000 EACH| 550.00000 29700.00| 449.87000 24292.98| 350.00000 18900.00 Inlet Units, Type Y | | | 1060 636A000 36.000 LF | 0.01000 0.36| 8.99000 323.64| 2.00000 72.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 1070 650A000 28474.000 CUYD| 2.00000 56948.00| 2.69000 76595.06| 5.50000 156607.00 Topsoil | | | 1080 652A050 52.000 ACRE| 575.00000 29900.00| 586.50000 30498.00| 483.00000 25116.00 Seeding (Mix 1A) | | | 1090 652A053 1.000 ACRE| 575.00000 575.00| 586.50000 586.50| 483.00000 483.00 Seeding (Mix 1E) | | | 1100 652B050 52.000 ACRE| 435.00000 22620.00| 443.70000 23072.40| 422.63000 21976.76 Temporary Seeding (Mix 1AT) | | | 1110 652C000 53.000 ACRE| 27.00000 1431.00| 27.54000 1459.62| 60.38000 3200.14 Mowing | | | 1120 652D050 52.000 ACRE| 400.00000 20800.00| 408.00000 21216.00| 667.00000 34684.00 Seeding In Stubble (Mix 1A) | | | 1130 654A001 5.000 SQYD| 3.75000 18.75| 3.83000 19.15| 4.60000 23.00 Solid Sodding (Bermuda) | | | 1140 656A000 105.000 ACRE| 415.00000 43575.00| 423.30000 44446.50| 460.00000 48300.00 Mulching, Class A, Type 1 | | | 1150 659A002 8602.000 SQYD| 4.50000 38709.00| 4.59000 39483.18| 5.75000 49461.50 Erosion Control Netting, Class C1 | | | 1160 665C000 896.000 LF | 10.00000 8960.00| 19.26000 17256.96| 25.00000 22400.00 15" Temporary Pipe | | | 1170 665E000 1680.000 SQYD| 2.00000 3360.00| 2.53000 4250.40| 4.00000 6720.00 Polyethylene | | | 1180 665F000 3000.000 EACH| 5.00000 15000.00| 8.75000 26250.00| 4.00000 12000.00 Hay Bales | | | 1190 665I000 3520.000 TON | 14.50000 51040.00| 16.38000 57657.60| 17.00000 59840.00 Temporary Riprap, Class 2 | | | 1200 665J000 25370.000 LF | 3.00000 76110.00| 2.78000 70528.60| 3.50000 88795.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -18 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 01018 |( 6 ) 19074 |BOYD EXCAVATING, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 665K000 680.000 CUYD| 3.00000 2040.00| 6.18000 4202.40| 4.60000 3128.00 Drainage Sump Excavation | | | 1220 665L000 200.000 LF | 25.00000 5000.00| 15.87000 3174.00| 12.25000 2450.00 Floating Basin Boom | | | 1230 666A001 53.000 ACRE| 0.01000 0.53| 30.60000 1621.80| 17.25000 914.25 Pest Control Treatment | | | 1240 680A000 LUMP| 75000.00000 75000.00| 54273.03000 54273.03| 125000.00000 125000.00 Engineering Controls | | | 1250 701A004 2.000 MILE| 350.00000 700.00| 357.00000 714.00| 747.50000 1495.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1260 701A012 2.000 MILE| 350.00000 700.00| 357.00000 714.00| 747.50000 1495.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1270 701A028 1.000 MILE| 1700.00000 1700.00| 1734.00000 1734.00| 2300.00000 2300.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1280 701A048 1.000 MILE| 1900.00000 1900.00| 1734.00000 1734.00| 2300.00000 2300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1290 701C001 2.000 MILE| 375.00000 750.00| 382.50000 765.00| 747.50000 1495.00 Solid Temporary Traffic Stripe | | | 1300 703A000 1745.000 SQFT| 1.30000 2268.50| 1.33000 2320.85| 0.67000 1169.15 Traffic Control Markings, Class 1, Type | | | A | | | 1310 703A002 80.000 SQFT| 5.00000 400.00| 5.10000 408.00| 1.59000 127.20 Traffic Control Markings, Class 2, Type | | | A | | | 1320 705A037 124.000 EACH| 6.00000 744.00| 6.12000 758.88| 11.50000 1426.00 Pavement Markers, Class A-H, Type 2-D | | | 1330 710A115 90.000 SQFT| 14.91000 1341.90| 15.03000 1352.70| 14.95000 1345.50 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1340 710A126 78.000 SQFT| 15.44000 1204.32| 15.57000 1214.46| 18.40000 1435.20 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1350 710B001 234.000 LF | 5.86000 1371.24| 5.91000 1382.94| 5.18000 1212.12 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -19 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 01018 |( 6 ) 19074 |BOYD EXCAVATING, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 726A000 1500.000 LF | 33.50000 50250.00| 46.92000 70380.00| 40.00000 60000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1370 740B000 1301.000 SQFT| 7.72000 10043.72| 7.78000 10121.78| 9.00000 11709.00 Construction Signs | | | 1380 740D000 489.000 EACH| 60.00000 29340.00| 31.39000 15349.71| 50.00000 24450.00 Channelizing Drums | | | 1390 740E000 50.000 EACH| 10.54000 527.00| 8.95000 447.50| 12.00000 600.00 Cones (36 Inches High) | | | 1400 740F002 122.000 EACH| 170.50000 20801.00| 226.56000 27640.32| 184.00000 22448.00 Barricades, Type III | | | 1410 740I005 29.000 EACH| 825.38000 23936.02| 651.09000 18881.61| 85.00000 2465.00 Warning Lights, Type B (Detachable Head | | | 1420 740M001 50.000 EACH| 6.92000 346.00| 1.28000 64.00| 7.00000 350.00 Ballast For Cone | | | 1430 740Q000 500.000 LF | 2.00000 1000.00| 2.49000 1245.00| 5.00000 2500.00 Construction Safety Fence | | | 1440 999 000 1040.000 HOUR| 0.80000 832.00| 0.80000 832.00| 0.80000 832.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,674,055.56| $ 4,696,860.64| $ 5,053,319.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,674,055.56| $ 4,696,860.64| $ 5,053,319.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -20 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 500000.00000 500000.00| | Clearing & Grubbing (Approximately 145 | | | Acres) | | | 0020 204A000 4.000 EACH| 500.00000 2000.00| | Closing Water Well | | | 0030 205A001 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 1500.00000 1500.00| | Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 2500.00000 2500.00| | Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 2500.00000 2500.00| | Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 500.00000 500.00| | Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 500.00000 500.00| | Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 1500.00000 1500.00| | Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 1500.00000 1500.00| | Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 1500.00000 1500.00| | Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 500.00000 500.00| | Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 2000.00000 2000.00| | Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 1500.00000 1500.00| | Removal Of Structures, Structure No. 15 | | | 0180 205A016 1.000 EACH| 1500.00000 1500.00| | Removal Of Structures, Structure No. 16 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -21 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 17 | | | 0200 205A018 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 18 | | | 0210 205A019 1.000 EACH| 2000.00000 2000.00| | Removal Of Structures, Structure No. 19 | | | 0220 205A020 1.000 EACH| 2000.00000 2000.00| | Removal Of Structures, Structure No. 20 | | | 0230 205A021 1.000 EACH| 500.00000 500.00| | Removal of Structures, Structure No. 21 | | | 0240 205A022 1.000 EACH| 500.00000 500.00| | Removal Of Structures, Structure No. 22 | | | 0250 206B000 LUMP| 3000.00000 3000.00| | Removal Of Old Box Culvert, Station | | | 19+43 SR 36 | | | 0260 206C002 166.000 SQYD| 1.00000 166.00| | Removing Concrete Slope Paving | | | 0270 206D000 1607.000 LF | 4.00000 6428.00| | Removing Pipe | | | 0280 206D001 149.000 LF | 2.00000 298.00| | Removing Guardrail | | | 0290 206D002 179.000 LF | 1.00000 179.00| | Removing Curb | | | 0300 206E000 126.000 EACH| 80.00000 10080.00| | Removing Headwalls | | | 0310 206E008 4.000 EACH| 100.00000 400.00| | Removing Guardrail End Anchor (All Type | | | 0320 210A000 235684.000 CUYD| 5.00000 1178420.00| | Unclassified Excavation | | | 0330 210D000 200314.000 CUYD| 4.00000 801256.00| | Borrow Excavation | | | 0340 214A000 6582.000 CUYD| 10.00000 65820.00| | Structure Excavation | | | 0350 214B001 1857.000 CUYD| 20.00000 37140.00| | Foundation Backfill, Commercial | | | 0360 224A000 1600.000 CUYD| 5.00000 8000.00| | Lime Sink Excavation | | | 0370 224B000 1600.000 CUYD| 15.00000 24000.00| | Special Backfill For Lime Sink, ALDOT | | | #57,#67 Or #467 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -22 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 224D000 200.000 CUYD| 100.00000 20000.00| | Concrete Seal For Lime Sink | | | 0390 301A012 48086.000 SQYD| 4.00000 192344.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0400 401A000 26017.000 SQYD| 1.10000 28618.70| | Bituminous Treatment A | | | 0410 405A000 1369.000 GAL | 1.50000 2053.50| | Tack Coat | | | 0420 424A280 1357.000 TON | 48.00000 65136.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0430 424B282 4364.000 TON | 36.75000 160377.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0440 424C281 3625.000 TON | 40.00000 145000.00| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0450 428C000 3874.000 LF | 1.00000 3874.00| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0460 430B000 6268.000 TON | 18.00000 112824.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0470 502A000 204070.000 LB | 0.40000 81628.00| | Steel Reinforcement | | | 0480 524A011 513.000 CUYD| 300.00000 153900.00| | Culvert Concrete (Cast In Place) | | | 0490 524B011 660.000 CUYD| 375.00000 247500.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0500 530A001 3296.000 LF | 17.44000 57482.24| | 18" Roadway Pipe (Class 3 R.C.) | | | 0510 530A002 550.000 LF | 23.12000 12716.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0520 530A003 320.000 LF | 36.43000 11657.60| | 30" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -23 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 530A004 456.000 LF | 44.54000 20310.24| | 36" Roadway Pipe (Class 3 R.C.) | | | 0540 530A005 148.000 LF | 52.92000 7832.16| | 42" Roadway Pipe (Class 3 R.C.) | | | 0550 530A006 108.000 LF | 63.84000 6894.72| | 48" Roadway Pipe (Class 3 R.C.) | | | 0560 530A026 188.000 LF | 57.06000 10727.28| | 36" Roadway Pipe (Class 5 R.C.) | | | 0570 530A102 8.000 LF | 29.12000 232.96| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0580 530A103 16.000 LF | 36.43000 582.88| | 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0590 530A104 44.000 LF | 44.54000 1959.76| | 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0600 530A105 20.000 LF | 52.92000 1058.40| | 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0610 530A493 150.000 LF | 14.84000 2226.00| | 15" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0620 530B003 136.000 LF | 42.75000 5814.00| | 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0630 530B004 140.000 LF | 54.50000 7630.00| | 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0640 530B005 116.000 LF | 64.67000 7501.72| | 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0650 530B006 168.000 LF | 75.50000 12684.00| | 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0660 535A001 1009.000 LF | 13.38000 13500.42| | 18" Side Drain Pipe | | | 0670 535A002 164.000 LF | 16.69000 2737.16| | 24" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -24 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 535A003 104.000 LF | 25.25000 2626.00| | 30" Side Drain Pipe | | | 0690 535A004 40.000 LF | 27.77000 1110.80| | 36" Side Drain Pipe | | | 0700 535A005 64.000 LF | 30.80000 1971.20| | 42" Side Drain Pipe | | | 0710 535A006 54.000 LF | 33.30000 1798.20| | 48" Side Drain Pipe | | | 0720 600A000 LUMP| 300000.00000 300000.00| | Mobilization | | | 0730 601A000 1.000 EACH| 1000.00000 1000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0740 602A000 99.000 EACH| 80.00000 7920.00| | Right Of Way Markers | | | 0750 603A002 1.000 EACH| 10000.00000 10000.00| | Furnishing Type 3 Field Office | | | 0760 606A000 3000.000 LF | 10.00000 30000.00| | 6" Underdrain Pipe | | | 0770 610C001 10036.000 TON | 15.00000 150540.00| | Loose Riprap, Class 2 | | | 0780 610D000 8440.000 SQYD| 3.00000 25320.00| | Filter Blanket | | | 0790 614A000 2.000 CUYD| 250.00000 500.00| | Slope Paving | | | 0800 617A000 8496.000 SQYD| 3.50000 29736.00| | Bituminous Treated Glass Fiber Flumes | | | 0810 619A002 27.000 EACH| 400.00000 10800.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0820 619A003 8.000 EACH| 450.00000 3600.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0830 619A004 4.000 EACH| 650.00000 2600.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0840 619A005 5.000 EACH| 750.00000 3750.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0850 619A006 1.000 EACH| 1000.00000 1000.00| | 42" Roadway Pipe End Treatment, Class 1 | | | 0860 619A007 1.000 EACH| 1200.00000 1200.00| | 48" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -25 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 619A101 56.000 EACH| 400.00000 22400.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0880 619A102 8.000 EACH| 450.00000 3600.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0890 619A103 6.000 EACH| 650.00000 3900.00| | 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0900 619A104 2.000 EACH| 1000.00000 2000.00| | 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0910 619A105 4.000 EACH| 1000.00000 4000.00| | 42" Side Drain Pipe End Treatment, | | | Class 1 | | | 0920 619A106 2.000 EACH| 1200.00000 2400.00| | 48" Side Drain Pipe End Treatment, | | | Class 1 | | | 0930 619B019 1.000 EACH| 700.00000 700.00| | 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0940 619B020 1.000 EACH| 800.00000 800.00| | 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0950 619B021 1.000 EACH| 1000.00000 1000.00| | 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0960 619B268 2.000 EACH| 600.00000 1200.00| | 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1, (Double Line) | | | 0970 620A000 9.000 CUYD| 1000.00000 9000.00| | Minor Structure Concrete | | | 0980 621A000 3.000 EACH| 1600.00000 4800.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0990 621A001 9.000 EACH| 1600.00000 14400.00| | Junction Boxes, Type 1, 2P Or 5 | | | 1000 621A017 1.000 EACH| 3000.00000 3000.00| | Junction Boxes, Type 4, 2P Or 5 | | | 1010 621B000 1.000 EACH| 400.00000 400.00| | Junction Box Units, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -26 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 621B001 10.000 EACH| 400.00000 4000.00| | Junction Box Units, Type 1, 2P Or 5 | | | 1030 621B013 1.000 EACH| 800.00000 800.00| | Junction Box Units, Type 4, 1P Or 5 | | | 1040 621C152 37.000 EACH| 250.00000 9250.00| | Inlets, Type Y (Partial Base Only) | | | 1050 621D019 54.000 EACH| 300.00000 16200.00| | Inlet Units, Type Y | | | 1060 636A000 36.000 LF | 5.00000 180.00| | Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 1070 650A000 28474.000 CUYD| 4.00000 113896.00| | Topsoil | | | 1080 652A050 52.000 ACRE| 441.00000 22932.00| | Seeding (Mix 1A) | | | 1090 652A053 1.000 ACRE| 441.00000 441.00| | Seeding (Mix 1E) | | | 1100 652B050 52.000 ACRE| 385.88000 20065.76| | Temporary Seeding (Mix 1AT) | | | 1110 652C000 53.000 ACRE| 55.13000 2921.89| | Mowing | | | 1120 652D050 52.000 ACRE| 609.00000 31668.00| | Seeding In Stubble (Mix 1A) | | | 1130 654A001 5.000 SQYD| 4.20000 21.00| | Solid Sodding (Bermuda) | | | 1140 656A000 105.000 ACRE| 420.00000 44100.00| | Mulching, Class A, Type 1 | | | 1150 659A002 8602.000 SQYD| 5.25000 45160.50| | Erosion Control Netting, Class C1 | | | 1160 665C000 896.000 LF | 8.00000 7168.00| | 15" Temporary Pipe | | | 1170 665E000 1680.000 SQYD| 0.25000 420.00| | Polyethylene | | | 1180 665F000 3000.000 EACH| 5.00000 15000.00| | Hay Bales | | | 1190 665I000 3520.000 TON | 15.00000 52800.00| | Temporary Riprap, Class 2 | | | 1200 665J000 25370.000 LF | 2.00000 50740.00| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -27 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 665K000 680.000 CUYD| 5.00000 3400.00| | Drainage Sump Excavation | | | 1220 665L000 200.000 LF | 10.00000 2000.00| | Floating Basin Boom | | | 1230 666A001 53.000 ACRE| 15.75000 834.75| | Pest Control Treatment | | | 1240 680A000 LUMP| 100000.00000 100000.00| | Engineering Controls | | | 1250 701A004 2.000 MILE| 715.00000 1430.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 1260 701A012 2.000 MILE| 715.00000 1430.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1270 701A028 1.000 MILE| 2200.00000 2200.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1280 701A048 1.000 MILE| 2200.00000 2200.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1290 701C001 2.000 MILE| 715.00000 1430.00| | Solid Temporary Traffic Stripe | | | 1300 703A000 1745.000 SQFT| 0.64000 1116.80| | Traffic Control Markings, Class 1, Type | | | A | | | 1310 703A002 80.000 SQFT| 1.52000 121.60| | Traffic Control Markings, Class 2, Type | | | A | | | 1320 705A037 124.000 EACH| 11.00000 1364.00| | Pavement Markers, Class A-H, Type 2-D | | | 1330 710A115 90.000 SQFT| 16.00000 1440.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1340 710A126 78.000 SQFT| 16.00000 1248.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1350 710B001 234.000 LF | 6.00000 1404.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 008 -28 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020531008 COUNTIES : LAWRENCE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20011 |( ) |( ) |TRI-COUNTY CONCRETE CONSTRU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 726A000 1500.000 LF | 30.00000 45000.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1370 740B000 1301.000 SQFT| 10.00000 13010.00| | Construction Signs | | | 1380 740D000 489.000 EACH| 125.00000 61125.00| | Channelizing Drums | | | 1390 740E000 50.000 EACH| 5.00000 250.00| | Cones (36 Inches High) | | | 1400 740F002 122.000 EACH| 250.00000 30500.00| | Barricades, Type III | | | 1410 740I005 29.000 EACH| 225.00000 6525.00| | Warning Lights, Type B (Detachable Head | | | 1420 740M001 50.000 EACH| 6.50000 325.00| | Ballast For Cone | | | 1430 740Q000 500.000 LF | 7.50000 3750.00| | Construction Safety Fence | | | 1440 999 000 1040.000 HOUR| 0.80000 832.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,442,262.24| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,442,262.24| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20020531009 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0122(502) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#1 (U.S.#431) fro MP 228.046 in Hobson City to MP 233.910. Length 5.864 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,992,222.51 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 2,305,616.45 115.7309% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020531009 COUNTIES : CALHOUN LETTING DATE : 05/31/02 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 305A040 250.000 CUYD| 38.13000 9532.50| 25.00000 6250.00| Soil Aggregate, Section 823, For | | | Miscellaneous Use | | | 0020 404E002 12303.000 TON | 38.90200 478611.31| 36.00000 442908.00| Paver-Laid Surface Treatment, Plant Mix | | | Production, Type C Gradation | | | 0030 404F000 246054.000 SQYD| 2.85000 701253.90| 4.50000 1107243.00| Paver-Laid Surface Treatment, Placement | | | 0040 405A000 2400.000 GAL | 1.30000 3120.00| 1.25000 3000.00| Tack Coat | | | 0050 408A051 1217.000 SQYD| 6.62000 8056.54| 7.00000 8519.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 408A053 50504.000 SQYD| 4.23000 213631.92| 3.00000 151512.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0070 423B001 6313.000 TON | 46.48000 293428.24| 45.00000 284085.00| Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0080 424A366 310.000 TON | 50.18000 15555.80| 40.00000 12400.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 500.000 TON | 91.22000 45610.00| 75.00000 37500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 99000.00000 99000.00| 119000.00000 119000.00| Mobilization | | | 0110 701A028 8.000 MILE| 1239.00000 9912.00| 1180.00000 9440.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A032 6.000 MILE| 1218.00000 7308.00| 1160.00000 6960.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A041 18.000 MILE| 834.75000 15025.50| 795.00000 14310.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020531009 COUNTIES : CALHOUN LETTING DATE : 05/31/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A046 1.000 MILE| 834.75000 834.75| 795.00000 795.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 2.000 MILE| 1554.00000 3108.00| 1480.00000 2960.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 14350.000 LF | 0.50000 7175.00| 0.48000 6888.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 6.000 MILE| 315.00000 1890.00| 300.00000 1800.00| Broken Temporary Traffic Stripe | | | 0180 701C001 25.000 MILE| 336.00000 8400.00| 320.00000 8000.00| Solid Temporary Traffic Stripe | | | 0190 703A002 13489.000 SQFT| 1.89000 25494.21| 1.80000 24280.20| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 2555.000 SQFT| 2.31000 5902.05| 2.20000 5621.00| Traffic Control Legends, Class 2, Type | | | 0210 703D001 7175.000 SQFT| 0.52000 3731.00| 0.50000 3587.50| Temporary Traffic Control Markings | | | 0220 705A030 150.000 EACH| 5.52000 828.00| 5.25000 787.50| Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 528.000 EACH| 5.25000 2772.00| 5.00000 2640.00| Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 45.000 EACH| 5.25000 236.25| 5.00000 225.00| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 240.000 EACH| 5.52000 1324.80| 5.25000 1260.00| Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 45.000 EACH| 5.52000 248.40| 5.25000 236.25| Pavement Markers, Class A-H, Type 2-E | | | 0270 740B000 1573.000 SQFT| 8.08000 12709.84| 13.00000 20449.00| Construction Signs | | | 0280 740D000 225.000 EACH| 60.10000 13522.50| 80.00000 18000.00| Channelizing Drums | | | 0290 741C010 2.000 EACH| 2000.00000 4000.00| 2480.00000 4960.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,992,222.51| $ 2,305,616.45| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,992,222.51| $ 2,305,616.45| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : HPP-0192(903) for constructing the Drainage, Pavement, Signals, and Signs on S.R.#21 at the intersections of U.S.#431 in Anniston. Length - 0.392 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,326,433.32 100.0000% 2 16048 WALKER PATTON COMPANY, INC. $ 1,337,416.39 100.8280% 3 04009 W. W. DYAR & SONS, INC. $ 1,407,722.53 106.1284% 4 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 1,494,237.10 112.6508% 5 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,511,502.10 113.9524% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 16048 |( 3 ) 04009 |APAC-ALABAMA, INC. |WALKER PATTON COMPANY, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 5667.45000 5667.45| 61500.00000 61500.00| 20000.00000 20000.00 Clearing & Grubbing (Approximately 4 | | | Acres) | | | 0020 206D000 224.000 LF | 9.15000 2049.60| 10.00000 2240.00| 3.00000 672.00 Removing Pipe | | | 0030 206D001 418.000 LF | 0.53000 221.54| 2.50000 1045.00| 2.10000 877.80 Removing Guardrail | | | 0040 206D002 1700.000 LF | 6.37000 10829.00| 3.00000 5100.00| 1.00000 1700.00 Removing Curb | | | 0050 206D003 1100.000 LF | 6.56000 7216.00| 3.00000 3300.00| 2.00000 2200.00 Removing Curb And Gutter | | | 0060 206D011 1140.000 LF | 1.80000 2052.00| 2.00000 2280.00| 1.00000 1140.00 Removing Fence | | | 0070 206E000 7.000 EACH| 276.16000 1933.12| 150.00000 1050.00| 300.00000 2100.00 Removing Headwalls | | | 0080 206E001 6.000 EACH| 300.55000 1803.30| 250.00000 1500.00| 300.00000 1800.00 Removing Inlets | | | 0090 210A000 9920.000 CUYD| 9.37000 92950.40| 6.25000 62000.00| 5.00000 49600.00 Unclassified Excavation | | | 0100 210D000 1805.000 CUYD| 17.60000 31768.00| 6.25000 11281.25| 10.00000 18050.00 Borrow Excavation | | | 0110 214A000 799.000 CUYD| 10.69000 8541.31| 10.00000 7990.00| 8.00000 6392.00 Structure Excavation | | | 0120 214B001 324.000 CUYD| 28.55000 9250.20| 23.50000 7614.00| 26.00000 8424.00 Foundation Backfill, Commercial | | | 0130 305B060 144.000 TON | 31.56000 4544.64| 15.00000 2160.00| 26.00000 3744.00 Crushed Aggregate, Section 825, Crusher | | | Stone 1-1/8" Down, For | | | 0140 401B100 23701.000 SQYD| 0.79000 18723.79| 0.60000 14220.60| 0.82000 19434.82 Bituminous Treatment E (With Polymer | | | Additive) | | | 0150 401B108 4407.000 SQYD| 2.59000 11414.13| 1.00000 4407.00| 2.72000 11987.04 Bituminous Treatment G (With Polymer | | | Additive) | | | 0160 405A000 2381.000 GAL | 0.84000 2000.04| 2.00000 4762.00| 1.00000 2381.00 Tack Coat | | | 0170 424A360 1380.000 TON | 39.98000 55172.40| 45.00000 62100.00| 47.50000 65550.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 16048 |( 3 ) 04009 |APAC-ALABAMA, INC. |WALKER PATTON COMPANY, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424B651 3624.000 TON | 31.82000 115315.68| 33.00000 119592.00| 37.80000 136987.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 424B681 1366.000 TON | 39.37000 53779.42| 33.00000 45078.00| 46.80000 63928.80 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0200 424B682 2244.000 TON | 34.27000 76901.88| 33.00000 74052.00| 40.75000 91443.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424B685 50.000 TON | 77.81000 3890.50| 87.00000 4350.00| 92.45000 4622.50 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B689 1835.000 TON | 33.62000 61692.70| 33.00000 60555.00| 40.00000 73400.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424C361 4943.000 TON | 33.56000 165887.08| 33.00000 163119.00| 39.90000 197225.70 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 430B012 150.000 TON | 31.44000 4716.00| 15.30000 2295.00| 26.00000 3900.00 Aggregate Surfacing (ALDOT #410 Or #467 | | | 0250 530A002 980.000 LF | 24.59000 24098.20| 37.50000 36750.00| 32.00000 31360.00 24" Roadway Pipe (Class 3 R.C.) | | | 0260 530A003 31.000 LF | 36.42000 1129.02| 50.00000 1550.00| 36.00000 1116.00 30" Roadway Pipe (Class 3 R.C.) | | | 0270 530A004 13.000 LF | 66.56000 865.28| 62.50000 812.50| 60.00000 780.00 36" Roadway Pipe (Class 3 R.C.) | | | 0280 530A005 18.000 LF | 76.55000 1377.90| 75.00000 1350.00| 70.00000 1260.00 42" Roadway Pipe (Class 3 R.C.) | | | 0290 530A006 66.000 LF | 75.45000 4979.70| 87.50000 5775.00| 80.00000 5280.00 48" Roadway Pipe (Class 3 R.C.) | | | 0300 600A000 LUMP| 21315.00000 21315.00| 137400.00000 137400.00| 98000.00000 98000.00 Mobilization | | | 0310 602A000 4.000 EACH| 126.00000 504.00| 150.00000 600.00| 150.00000 600.00 Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 16048 |( 3 ) 04009 |APAC-ALABAMA, INC. |WALKER PATTON COMPANY, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 606A000 1155.000 LF | 12.61000 14564.55| 9.50000 10972.50| 10.00000 11550.00 6" Underdrain Pipe | | | 0330 610C001 236.000 TON | 35.83000 8455.88| 23.75000 5605.00| 26.00000 6136.00 Loose Riprap, Class 2 | | | 0340 610D003 222.000 SQYD| 1.95000 432.90| 2.50000 555.00| 4.00000 888.00 Filter Blanket, Geotextile | | | 0350 614A000 63.000 CUYD| 236.25000 14883.75| 207.83000 13093.29| 275.00000 17325.00 Slope Paving | | | 0360 619A003 2.000 EACH| 986.68000 1973.36| 562.00000 1124.00| 600.00000 1200.00 24" Roadway Pipe End Treatment, Class 1 | | | 0370 619A053 1.000 EACH| 1752.66000 1752.66| 875.00000 875.00| 1200.00000 1200.00 24" Roadway Pipe End Treatment, Class 2 | | | 0380 619A056 1.000 EACH| 2856.18000 2856.18| 1600.00000 1600.00| 2500.00000 2500.00 42" Roadway Pipe End Treatment, Class 2 | | | 0390 619A057 2.000 EACH| 3375.48000 6750.96| 1900.00000 3800.00| 3000.00000 6000.00 48" Roadway Pipe End Treatment, Class 2 | | | 0400 620A000 4.000 CUYD| 1117.40000 4469.60| 1000.00000 4000.00| 1000.00000 4000.00 Minor Structure Concrete | | | 0410 621A001 4.000 EACH| 1890.00000 7560.00| 2000.00000 8000.00| 2000.00000 8000.00 Junction Boxes, Type 1, 2P Or 5 | | | 0420 621A031 1.000 EACH| 2625.00000 2625.00| 3050.00000 3050.00| 2000.00000 2000.00 Junction Boxes, Type 1 (Special) | | | 0430 621B001 1.000 EACH| 2310.00000 2310.00| 450.00000 450.00| 400.00000 400.00 Junction Box Units, Type 1, 2P Or 5 | | | 0440 621C008 2.000 EACH| 4200.00000 8400.00| 1900.00000 3800.00| 2200.00000 4400.00 Inlets, Type E | | | 0450 621C017 2.000 EACH| 2940.00000 5880.00| 1900.00000 3800.00| 2200.00000 4400.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0460 621C020 2.000 EACH| 420.00000 840.00| 1900.00000 3800.00| 1700.00000 3400.00 Inlets, Type Y | | | 0470 621C027 1.000 EACH| 2100.00000 2100.00| 1900.00000 1900.00| 1800.00000 1800.00 Inlets, Type C | | | 0480 621C076 4.000 EACH| 4200.00000 16800.00| 4250.00000 17000.00| 3500.00000 14000.00 Inlets, Type E (Modified) | | | 0490 621C100 1.000 EACH| 4200.00000 4200.00| 4250.00000 4250.00| 2500.00000 2500.00 Inlets, Type PR | | | 0500 621D008 3.000 EACH| 525.00000 1575.00| 500.00000 1500.00| 400.00000 1200.00 Inlet Units, Type E | | | 0510 621D019 2.000 EACH| 2100.00000 4200.00| 500.00000 1000.00| 400.00000 800.00 Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 16048 |( 3 ) 04009 |APAC-ALABAMA, INC. |WALKER PATTON COMPANY, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 621D038 3.000 EACH| 525.00000 1575.00| 650.00000 1950.00| 400.00000 1200.00 Inlet Units, Type PR | | | 0530 621I002 1.000 EACH| 6825.00000 6825.00| 5200.00000 5200.00| 8000.00000 8000.00 Stilling Basins, Type 2 | | | 0540 623B000 2504.000 LF | 8.40000 21033.60| 10.50000 26292.00| 8.00000 20032.00 Concrete Curb, Type N | | | 0550 623B001 96.000 LF | 47.25000 4536.00| 44.00000 4224.00| 40.00000 3840.00 Concrete Curb, Type N Special | | | 0560 623C000 180.000 LF | 15.75000 2835.00| 15.00000 2700.00| 12.00000 2160.00 Combination Curb & Gutter, Type C | | | 0570 630A001 1563.000 LF | 12.60000 19693.80| 10.10000 15786.30| 11.50000 17974.50 Steel Beam Guardrail, Class A, Type 2 | | | 0580 630C001 2.000 EACH| 630.00000 1260.00| 600.00000 1200.00| 662.00000 1324.00 Guardrail End Anchor, Type 8 | | | 0590 630C070 1.000 EACH| 1680.00000 1680.00| 1320.00000 1320.00| 1438.00000 1438.00 Guardrail End Anchor, Type 10 Series | | | 0600 650A000 1095.000 CUYD| 9.70000 10621.50| 8.50000 9307.50| 12.00000 13140.00 Topsoil | | | 0610 652A050 2.000 ACRE| 840.00000 1680.00| 800.00000 1600.00| 880.00000 1760.00 Seeding (Mix 1A) | | | 0620 652A053 1.000 ACRE| 840.00000 840.00| 800.00000 800.00| 880.00000 880.00 Seeding (Mix 1E) | | | 0630 652B050 1.000 ACRE| 525.00000 525.00| 500.00000 500.00| 550.00000 550.00 Temporary Seeding (Mix 1AT) | | | 0640 652D050 1.000 ACRE| 840.00000 840.00| 800.00000 800.00| 880.00000 880.00 Seeding In Stubble (Mix 1A) | | | 0650 654A001 52.000 SQYD| 6.30000 327.60| 6.00000 312.00| 6.60000 343.20 Solid Sodding (Bermuda) | | | 0660 656A000 3.000 ACRE| 630.00000 1890.00| 600.00000 1800.00| 660.00000 1980.00 Mulching, Class A, Type 1 | | | 0670 656A001 1.000 ACRE| 630.00000 630.00| 600.00000 600.00| 660.00000 660.00 Mulching, Class A, Type 2 | | | 0680 659A002 2892.000 SQYD| 5.77000 16686.84| 5.50000 15906.00| 6.05000 17496.60 Erosion Control Netting, Class C1 | | | 0690 665F000 170.000 EACH| 5.25000 892.50| 5.00000 850.00| 5.00000 850.00 Hay Bales | | | 0700 665G000 84.000 EACH| 3.15000 264.60| 3.00000 252.00| 5.00000 420.00 Sand Bags | | | 0710 665J000 4350.000 LF | 4.20000 18270.00| 3.50000 15225.00| 4.00000 17400.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 16048 |( 3 ) 04009 |APAC-ALABAMA, INC. |WALKER PATTON COMPANY, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 680A000 LUMP| 45919.72000 45919.72| 37000.00000 37000.00| 35000.00000 35000.00 Engineering Controls | | | 0730 701A028 2.000 MILE| 1575.00000 3150.00| 1400.00000 2800.00| 1650.00000 3300.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0740 701A032 2.000 MILE| 1575.00000 3150.00| 1400.00000 2800.00| 1650.00000 3300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0750 701A041 2.000 MILE| 945.00000 1890.00| 900.00000 1800.00| 990.00000 1980.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0760 701B009 2395.000 LF | 0.78000 1868.10| 1.00000 2395.00| 0.83000 1987.85 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0770 701C000 2.000 MILE| 525.00000 1050.00| 3.00000 6.00| 550.00000 1100.00 Broken Temporary Traffic Stripe | | | 0780 701C001 5.000 MILE| 525.00000 2625.00| 3.50000 17.50| 550.00000 2750.00 Solid Temporary Traffic Stripe | | | 0790 701H000 1390.000 LF | 0.52000 722.80| 1.00000 1390.00| 0.55000 764.50 Solid Traffic Stripe Removed (Paint) | | | 0800 701H001 3060.000 LF | 0.52000 1591.20| 1.50000 4590.00| 0.55000 1683.00 Solid Traffic Stripe Removed (Plastic) | | | 0810 701H006 3060.000 LF | 0.52000 1591.20| 1.00000 3060.00| 0.55000 1683.00 Broken Traffic Stripe Removed (Plastic) | | | 0820 703A002 7257.000 SQFT| 1.89000 13715.73| 1.60000 11611.20| 2.00000 14514.00 Traffic Control Markings, Class 2, Type | | | A | | | 0830 703B002 381.000 SQFT| 2.94000 1120.14| 1.60000 609.60| 3.08000 1173.48 Traffic Control Legends, Class 2, Type | | | 0840 703D001 598.000 SQFT| 1.05000 627.90| 1.00000 598.00| 1.10000 657.80 Temporary Traffic Control Markings | | | 0850 705A030 82.000 EACH| 5.51000 451.82| 4.50000 369.00| 5.78000 473.96 Pavement Markers, Class A-H, Type 2-C | | | 0860 705A031 150.000 EACH| 5.25000 787.50| 4.50000 675.00| 5.50000 825.00 Pavement Markers, Class A-H, Type 1-A | | | 0870 705A032 27.000 EACH| 5.25000 141.75| 4.50000 121.50| 5.50000 148.50 Pavement Markers, Class A-H, Type 1-B | | | 0880 705A037 76.000 EACH| 5.51000 418.76| 4.50000 342.00| 5.78000 439.28 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 16048 |( 3 ) 04009 |APAC-ALABAMA, INC. |WALKER PATTON COMPANY, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 707B003 2.000 EACH| 136.50000 273.00| 150.00000 300.00| 160.00000 320.00 Type A Hazard Marker Installation | | | 0900 710A115 38.000 SQFT| 518.70000 19710.60| 15.00000 570.00| 16.00000 608.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0910 710A126 12.000 SQFT| 16.80000 201.60| 16.95000 203.40| 20.00000 240.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0920 710B001 39.000 LF | 4.72000 184.08| 6.00000 234.00| 6.00000 234.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0930 726B000 700.000 LF | 42.00000 29400.00| 50.00000 35000.00| 50.00000 35000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0940 726B001 40.000 LF | 115.50000 4620.00| 115.00000 4600.00| 160.00000 6400.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 0950 726D025 4.000 EACH| 15750.00000 63000.00| 6000.00000 24000.00| 15600.00000 62400.00 Portable Impact Attenuator(Assembly | | | Unidirectional, TL-3) | | | 0960 730A000 LUMP| 787.50000 787.50| 5750.00000 5750.00| 825.00000 825.00 Removal Of Existing Traffic Control | | | Unit (US-431 Connector at SR-21) | | | 0970 730C000 LUMP| 4529.70000 4529.70| 6500.00000 6500.00| 1650.00000 1650.00 Furnishing And Installing Traffic | | | Control Unit (US-431 Connector at SR-21)| | | 0980 730E000 4.000 EACH| 2436.00000 9744.00| 1000.00000 4000.00| 1100.00000 4400.00 Metal Traffic Signal Pole Foundation | | | 0990 730G001 4.000 EACH| 6171.90000 24687.60| 4883.00000 19532.00| 5510.00000 22040.00 Metal Traffic Signal Strain Pole | | | 1000 730H001 3540.000 LF | 3.67000 12991.80| 2.50000 8850.00| 2.75000 9735.00 Loop Wire | | | 1010 730I001 2226.000 LF | 1.05000 2337.30| 2.00000 4452.00| 2.20000 4897.20 Loop Detector Lead-In-Cable | | | 1020 730J010 17.000 EACH| 157.50000 2677.50| 200.00000 3400.00| 220.00000 3740.00 Vehicle Loop Detector | | | 1030 730K000 6.000 EACH| 262.50000 1575.00| 300.00000 1800.00| 330.00000 1980.00 Traffic Signal Junction Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 16048 |( 3 ) 04009 |APAC-ALABAMA, INC. |WALKER PATTON COMPANY, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 730L002 30.000 LF | 4.20000 126.00| 8.00000 240.00| 8.80000 264.00 1", Metallic, Conduit | | | 1050 730L003 190.000 LF | 4.20000 798.00| 5.00000 950.00| 5.50000 1045.00 1", Non-Metallic, Conduit | | | 1060 730L005 456.000 LF | 4.20000 1915.20| 8.00000 3648.00| 8.80000 4012.80 2", Non-Metallic, Conduit | | | 1070 730N010 4.000 EACH| 1165.50000 4662.00| 750.00000 3000.00| 825.00000 3300.00 Luminaire Extension Assembly, 12' | | | 1080 730P011 13.000 EACH| 407.40000 5296.20| 400.00000 5200.00| 440.00000 5720.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1090 730P013 1.000 EACH| 936.60000 936.60| 700.00000 700.00| 770.00000 770.00 Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | 1100 730R022 1.000 EACH| 6583.50000 6583.50| 7500.00000 7500.00| 8800.00000 8800.00 Controller Assembly, Type III, 8 Phase | | | 1110 730T000 1.000 EACH| 525.00000 525.00| 500.00000 500.00| 550.00000 550.00 Wood Pole | | | 1120 740B000 1151.000 SQFT| 7.61000 8759.11| 7.25000 8344.75| 9.00000 10359.00 Construction Signs | | | 1130 740C000 9.000 SQFT| 9.45000 85.05| 8.00000 72.00| 16.00000 144.00 Special Construction Signs | | | 1140 740D000 89.000 EACH| 67.20000 5980.80| 55.00000 4895.00| 60.00000 5340.00 Channelizing Drums | | | 1150 740E000 25.000 EACH| 11.02000 275.50| 10.00000 250.00| 15.00000 375.00 Cones (36 Inches High) | | | 1160 740F002 8.000 EACH| 162.75000 1302.00| 230.00000 1840.00| 200.00000 1600.00 Barricades, Type III | | | 1170 740I005 4.000 EACH| 294.00000 1176.00| 340.00000 1360.00| 340.00000 1360.00 Warning Lights, Type B (Detachable Head | | | 1180 740M001 25.000 EACH| 6.82000 170.50| 6.50000 162.50| 10.00000 250.00 Ballast For Cone | | | 1190 741C010 1.000 EACH| 1575.00000 1575.00| 4150.00000 4150.00| 5000.00000 5000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1200 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,326,433.32| $ 1,337,416.39| $ 1,407,722.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,326,433.32| $ 1,337,416.39| $ 1,407,722.53 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 13022 |( ) |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY 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| 110000.00000 110000.00| 150000.00000 150000.00| Clearing & Grubbing (Approximately 4 | | | Acres) | | | 0020 206D000 224.000 LF | 7.00000 1568.00| 5.00000 1120.00| Removing Pipe | | | 0030 206D001 418.000 LF | 3.50000 1463.00| 3.00000 1254.00| Removing Guardrail | | | 0040 206D002 1700.000 LF | 3.50000 5950.00| 5.00000 8500.00| Removing Curb | | | 0050 206D003 1100.000 LF | 4.50000 4950.00| 5.00000 5500.00| Removing Curb And Gutter | | | 0060 206D011 1140.000 LF | 2.50000 2850.00| 1.00000 1140.00| Removing Fence | | | 0070 206E000 7.000 EACH| 250.00000 1750.00| 100.00000 700.00| Removing Headwalls | | | 0080 206E001 6.000 EACH| 400.00000 2400.00| 100.00000 600.00| Removing Inlets | | | 0090 210A000 9920.000 CUYD| 5.80000 57536.00| 8.00000 79360.00| Unclassified Excavation | | | 0100 210D000 1805.000 CUYD| 10.00000 18050.00| 8.00000 14440.00| Borrow Excavation | | | 0110 214A000 799.000 CUYD| 8.00000 6392.00| 10.00000 7990.00| Structure Excavation | | | 0120 214B001 324.000 CUYD| 23.00000 7452.00| 20.00000 6480.00| Foundation Backfill, Commercial | | | 0130 305B060 144.000 TON | 17.00000 2448.00| 20.00000 2880.00| Crushed Aggregate, Section 825, Crusher | | | Stone 1-1/8" Down, For | | | 0140 401B100 23701.000 SQYD| 0.60000 14220.60| 0.60000 14220.60| Bituminous Treatment E (With Polymer | | | Additive) | | | 0150 401B108 4407.000 SQYD| 1.00000 4407.00| 1.00000 4407.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0160 405A000 2381.000 GAL | 2.00000 4762.00| 2.00000 4762.00| Tack Coat | | | 0170 424A360 1380.000 TON | 45.00000 62100.00| 45.00000 62100.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 13022 |( ) |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424B651 3624.000 TON | 33.00000 119592.00| 33.00000 119592.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 424B681 1366.000 TON | 33.00000 45078.00| 33.00000 45078.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0200 424B682 2244.000 TON | 33.00000 74052.00| 33.00000 74052.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424B685 50.000 TON | 100.00000 5000.00| 100.00000 5000.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B689 1835.000 TON | 33.00000 60555.00| 33.00000 60555.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424C361 4943.000 TON | 33.00000 163119.00| 33.00000 163119.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 430B012 150.000 TON | 20.80000 3120.00| 20.00000 3000.00| Aggregate Surfacing (ALDOT #410 Or #467 | | | 0250 530A002 980.000 LF | 32.00000 31360.00| 26.00000 25480.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0260 530A003 31.000 LF | 79.00000 2449.00| 32.00000 992.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0270 530A004 13.000 LF | 83.00000 1079.00| 38.50000 500.50| 36" Roadway Pipe (Class 3 R.C.) | | | 0280 530A005 18.000 LF | 87.00000 1566.00| 44.00000 792.00| 42" Roadway Pipe (Class 3 R.C.) | | | 0290 530A006 66.000 LF | 97.00000 6402.00| 50.00000 3300.00| 48" Roadway Pipe (Class 3 R.C.) | | | 0300 600A000 LUMP| 120000.00000 120000.00| 150000.00000 150000.00| Mobilization | | | 0310 602A000 4.000 EACH| 98.00000 392.00| 100.00000 400.00| Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 13022 |( ) |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 606A000 1155.000 LF | 12.50000 14437.50| 9.00000 10395.00| 6" Underdrain Pipe | | | 0330 610C001 236.000 TON | 26.00000 6136.00| 28.00000 6608.00| Loose Riprap, Class 2 | | | 0340 610D003 222.000 SQYD| 2.80000 621.60| 2.00000 444.00| Filter Blanket, Geotextile | | | 0350 614A000 63.000 CUYD| 200.00000 12600.00| 200.00000 12600.00| Slope Paving | | | 0360 619A003 2.000 EACH| 510.00000 1020.00| 350.00000 700.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0370 619A053 1.000 EACH| 1350.00000 1350.00| 550.00000 550.00| 24" Roadway Pipe End Treatment, Class 2 | | | 0380 619A056 1.000 EACH| 1900.00000 1900.00| 1250.00000 1250.00| 42" Roadway Pipe End Treatment, Class 2 | | | 0390 619A057 2.000 EACH| 2200.00000 4400.00| 1650.00000 3300.00| 48" Roadway Pipe End Treatment, Class 2 | | | 0400 620A000 4.000 CUYD| 250.00000 1000.00| 500.00000 2000.00| Minor Structure Concrete | | | 0410 621A001 4.000 EACH| 1000.00000 4000.00| 850.00000 3400.00| Junction Boxes, Type 1, 2P Or 5 | | | 0420 621A031 1.000 EACH| 1200.00000 1200.00| 1250.00000 1250.00| Junction Boxes, Type 1 (Special) | | | 0430 621B001 1.000 EACH| 550.00000 550.00| 300.00000 300.00| Junction Box Units, Type 1, 2P Or 5 | | | 0440 621C008 2.000 EACH| 4300.00000 8600.00| 2500.00000 5000.00| Inlets, Type E | | | 0450 621C017 2.000 EACH| 1800.00000 3600.00| 2000.00000 4000.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0460 621C020 2.000 EACH| 1300.00000 2600.00| 900.00000 1800.00| Inlets, Type Y | | | 0470 621C027 1.000 EACH| 1400.00000 1400.00| 800.00000 800.00| Inlets, Type C | | | 0480 621C076 4.000 EACH| 4300.00000 17200.00| 5000.00000 20000.00| Inlets, Type E (Modified) | | | 0490 621C100 1.000 EACH| 4000.00000 4000.00| 2500.00000 2500.00| Inlets, Type PR | | | 0500 621D008 3.000 EACH| 570.00000 1710.00| 250.00000 750.00| Inlet Units, Type E | | | 0510 621D019 2.000 EACH| 350.00000 700.00| 250.00000 500.00| Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 13022 |( ) |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 621D038 3.000 EACH| 1300.00000 3900.00| 250.00000 750.00| Inlet Units, Type PR | | | 0530 621I002 1.000 EACH| 13000.00000 13000.00| 8000.00000 8000.00| Stilling Basins, Type 2 | | | 0540 623B000 2504.000 LF | 7.30000 18279.20| 9.00000 22536.00| Concrete Curb, Type N | | | 0550 623B001 96.000 LF | 45.30000 4348.80| 38.00000 3648.00| Concrete Curb, Type N Special | | | 0560 623C000 180.000 LF | 15.00000 2700.00| 12.50000 2250.00| Combination Curb & Gutter, Type C | | | 0570 630A001 1563.000 LF | 13.00000 20319.00| 14.00000 21882.00| Steel Beam Guardrail, Class A, Type 2 | | | 0580 630C001 2.000 EACH| 800.00000 1600.00| 1250.00000 2500.00| Guardrail End Anchor, Type 8 | | | 0590 630C070 1.000 EACH| 1700.00000 1700.00| 1250.00000 1250.00| Guardrail End Anchor, Type 10 Series | | | 0600 650A000 1095.000 CUYD| 9.00000 9855.00| 10.00000 10950.00| Topsoil | | | 0610 652A050 2.000 ACRE| 900.00000 1800.00| 800.00000 1600.00| Seeding (Mix 1A) | | | 0620 652A053 1.000 ACRE| 900.00000 900.00| 800.00000 800.00| Seeding (Mix 1E) | | | 0630 652B050 1.000 ACRE| 700.00000 700.00| 500.00000 500.00| Temporary Seeding (Mix 1AT) | | | 0640 652D050 1.000 ACRE| 1000.00000 1000.00| 1000.00000 1000.00| Seeding In Stubble (Mix 1A) | | | 0650 654A001 52.000 SQYD| 7.00000 364.00| 5.00000 260.00| Solid Sodding (Bermuda) | | | 0660 656A000 3.000 ACRE| 800.00000 2400.00| 600.00000 1800.00| Mulching, Class A, Type 1 | | | 0670 656A001 1.000 ACRE| 700.00000 700.00| 600.00000 600.00| Mulching, Class A, Type 2 | | | 0680 659A002 2892.000 SQYD| 7.00000 20244.00| 3.50000 10122.00| Erosion Control Netting, Class C1 | | | 0690 665F000 170.000 EACH| 6.00000 1020.00| 8.00000 1360.00| Hay Bales | | | 0700 665G000 84.000 EACH| 5.50000 462.00| 2.00000 168.00| Sand Bags | | | 0710 665J000 4350.000 LF | 3.50000 15225.00| 2.50000 10875.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -13 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 13022 |( ) |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 680A000 LUMP| 118000.00000 118000.00| 60000.00000 60000.00| Engineering Controls | | | 0730 701A028 2.000 MILE| 1700.00000 3400.00| 1450.00000 2900.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0740 701A032 2.000 MILE| 1700.00000 3400.00| 1450.00000 2900.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0750 701A041 2.000 MILE| 1000.00000 2000.00| 1150.00000 2300.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0760 701B009 2395.000 LF | 0.88000 2107.60| 2.00000 4790.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0770 701C000 2.000 MILE| 5.80000 11.60| 400.00000 800.00| Broken Temporary Traffic Stripe | | | 0780 701C001 5.000 MILE| 580.00000 2900.00| 400.00000 2000.00| Solid Temporary Traffic Stripe | | | 0790 701H000 1390.000 LF | 0.60000 834.00| 1.00000 1390.00| Solid Traffic Stripe Removed (Paint) | | | 0800 701H001 3060.000 LF | 0.60000 1836.00| 1.00000 3060.00| Solid Traffic Stripe Removed (Plastic) | | | 0810 701H006 3060.000 LF | 0.60000 1836.00| 1.00000 3060.00| Broken Traffic Stripe Removed (Plastic) | | | 0820 703A002 7257.000 SQFT| 2.00000 14514.00| 2.50000 18142.50| Traffic Control Markings, Class 2, Type | | | A | | | 0830 703B002 381.000 SQFT| 3.00000 1143.00| 2.50000 952.50| Traffic Control Legends, Class 2, Type | | | 0840 703D001 598.000 SQFT| 1.10000 657.80| 1.00000 598.00| Temporary Traffic Control Markings | | | 0850 705A030 82.000 EACH| 1.10000 90.20| 5.25000 430.50| Pavement Markers, Class A-H, Type 2-C | | | 0860 705A031 150.000 EACH| 6.00000 900.00| 5.00000 750.00| Pavement Markers, Class A-H, Type 1-A | | | 0870 705A032 27.000 EACH| 6.00000 162.00| 5.00000 135.00| Pavement Markers, Class A-H, Type 1-B | | | 0880 705A037 76.000 EACH| 6.00000 456.00| 5.25000 399.00| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -14 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 13022 |( ) |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 707B003 2.000 EACH| 300.00000 600.00| 75.00000 150.00| Type A Hazard Marker Installation | | | 0900 710A115 38.000 SQFT| 18.00000 684.00| 28.00000 1064.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0910 710A126 12.000 SQFT| 20.00000 240.00| 32.50000 390.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0920 710B001 39.000 LF | 7.00000 273.00| 8.50000 331.50| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0930 726B000 700.000 LF | 54.00000 37800.00| 40.00000 28000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 0940 726B001 40.000 LF | 73.00000 2920.00| 150.00000 6000.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 0950 726D025 4.000 EACH| 7300.00000 29200.00| 15000.00000 60000.00| Portable Impact Attenuator(Assembly | | | Unidirectional, TL-3) | | | 0960 730A000 LUMP| 900.00000 900.00| 750.00000 750.00| Removal Of Existing Traffic Control | | | Unit (US-431 Connector at SR-21) | | | 0970 730C000 LUMP| 5200.00000 5200.00| 4314.00000 4314.00| Furnishing And Installing Traffic | | | Control Unit (US-431 Connector at SR-21)| | | 0980 730E000 4.000 EACH| 2700.00000 10800.00| 2320.00000 9280.00| Metal Traffic Signal Pole Foundation | | | 0990 730G001 4.000 EACH| 6800.00000 27200.00| 5878.00000 23512.00| Metal Traffic Signal Strain Pole | | | 1000 730H001 3540.000 LF | 4.00000 14160.00| 3.50000 12390.00| Loop Wire | | | 1010 730I001 2226.000 LF | 1.10000 2448.60| 1.00000 2226.00| Loop Detector Lead-In-Cable | | | 1020 730J010 17.000 EACH| 170.00000 2890.00| 150.00000 2550.00| Vehicle Loop Detector | | | 1030 730K000 6.000 EACH| 300.00000 1800.00| 250.00000 1500.00| Traffic Signal Junction Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 010 -15 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020531010 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 13022 |( ) |R.E. GRILLS CONSTRUCTION CO |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 730L002 30.000 LF | 4.80000 144.00| 4.00000 120.00| 1", Metallic, Conduit | | | 1050 730L003 190.000 LF | 4.80000 912.00| 4.00000 760.00| 1", Non-Metallic, Conduit | | | 1060 730L005 456.000 LF | 4.60000 2097.60| 4.00000 1824.00| 2", Non-Metallic, Conduit | | | 1070 730N010 4.000 EACH| 1290.00000 5160.00| 1110.00000 4440.00| Luminaire Extension Assembly, 12' | | | 1080 730P011 13.000 EACH| 450.00000 5850.00| 388.00000 5044.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1090 730P013 1.000 EACH| 1000.00000 1000.00| 892.00000 892.00| Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | 1100 730R022 1.000 EACH| 7000.00000 7000.00| 6270.00000 6270.00| Controller Assembly, Type III, 8 Phase | | | 1110 730T000 1.000 EACH| 600.00000 600.00| 500.00000 500.00| Wood Pole | | | 1120 740B000 1151.000 SQFT| 10.00000 11510.00| 15.00000 17265.00| Construction Signs | | | 1130 740C000 9.000 SQFT| 10.00000 90.00| 15.00000 135.00| Special Construction Signs | | | 1140 740D000 89.000 EACH| 70.00000 6230.00| 125.00000 11125.00| Channelizing Drums | | | 1150 740E000 25.000 EACH| 19.00000 475.00| 5.00000 125.00| Cones (36 Inches High) | | | 1160 740F002 8.000 EACH| 200.00000 1600.00| 300.00000 2400.00| Barricades, Type III | | | 1170 740I005 4.000 EACH| 550.00000 2200.00| 500.00000 2000.00| Warning Lights, Type B (Detachable Head | | | 1180 740M001 25.000 EACH| 8.00000 200.00| 5.00000 125.00| Ballast For Cone | | | 1190 741C010 1.000 EACH| 5600.00000 5600.00| 2500.00000 2500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1200 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,494,237.10| $ 1,511,502.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,494,237.10| $ 1,511,502.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 400 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : HPP-1602(508) for constructing the Drainage & Pavement, Bridge, and Lighting on I-759 and S.R.#759 from U.S.#411 to George C. Wallace Drive in Gadsden. Length - 0.856 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 8,465,767.71 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 9,267,012.58 109.4645% 3 02093 BRITTON BRIDGE, LLC $ 10,218,189.87 120.7001% 4 02081 BRASFIELD & GORRIE, L.L.C. $ 10,386,508.76 122.6883% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 02093 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |BRITTON BRIDGE, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 145000.00000 145000.00| 156000.00000 156000.00| 800000.00000 800000.00 Clearing & Grubbing (Approximately 4 | | | acres) | | | 0020 206D000 451.000 LF | 10.00000 4510.00| 5.00000 2255.00| 10.00000 4510.00 Removing Pipe | | | 0030 206D001 1360.000 LF | 1.50000 2040.00| 1.50000 2040.00| 1.50000 2040.00 Removing Guardrail | | | 0040 206D007 270.000 LF | 2.00000 540.00| 5.00000 1350.00| 2.00000 540.00 Removing Concrete Flume | | | 0050 206D010 390.000 LF | 10.00000 3900.00| 10.00000 3900.00| 15.00000 5850.00 Removing Safety Barrier | | | 0060 206D011 400.000 LF | 2.00000 800.00| 2.00000 800.00| 2.00000 800.00 Removing Fence | | | 0070 206E008 4.000 EACH| 125.00000 500.00| 125.00000 500.00| 125.00000 500.00 Removing Guardrail End Anchor (All Type | | | 0080 206E041 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 Removing Impact Attenuators | | | 0090 210A000 10922.000 CUYD| 4.00000 43688.00| 5.50000 60071.00| 4.00000 43688.00 Unclassified Excavation | | | 0100 210D000 224363.000 CUYD| 4.75000 1065724.25| 5.75000 1290087.25| 5.20000 1166687.60 Borrow Excavation | | | 0110 210E001 2394.000 CUYD| 19.00000 45486.00| 14.00000 33516.00| 19.00000 45486.00 Borrow Excavation (Underwater | | | Embankment) | | | 0120 214A000 427.000 CUYD| 1.00000 427.00| 25.00000 10675.00| 1.00000 427.00 Structure Excavation | | | 0130 214B001 180.000 CUYD| 28.00000 5040.00| 25.00000 4500.00| 28.00000 5040.00 Foundation Backfill, Commercial | | | 0140 215A000 4144.000 CUYD| 7.00000 29008.00| 11.00000 45584.00| 47.06000 195016.64 Unclassified Bridge Excavation | | | 0150 215B000 LUMP| 0.00000 0.00| 190000.00000 190000.00| 20000.00000 20000.00 Cofferdams Or Sheeting And Shoring | | | 60+21.98 Westbound | | | 0160 230A000 39.000 RBST| 450.00000 17550.00| 500.00000 19500.00| 450.00000 17550.00 Roadbed Processing | | | 0170 301A004 7901.000 SQYD| 4.01000 31683.01| 4.00000 31604.00| 4.00000 31604.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 02093 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |BRITTON BRIDGE, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 301A012 21254.000 SQYD| 5.18000 110095.72| 5.50000 116897.00| 5.50000 116897.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0190 306E000 1.000 EACH| 8000.00000 8000.00| 5200.00000 5200.00| 5200.00000 5200.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0200 327E000 865.000 TON | 34.65000 29972.25| 26.00000 22490.00| 26.00000 22490.00 Permeable Asphalt Treated Base | | | 0210 401A000 8120.000 SQYD| 0.38000 3085.60| 0.55000 4466.00| 0.55000 4466.00 Bituminous Treatment A | | | 0220 405A000 4584.000 GAL | 1.15000 5271.60| 1.50000 6876.00| 1.50000 6876.00 Tack Coat | | | 0230 408A052 9164.000 SQYD| 2.00000 18328.00| 1.50000 13746.00| 1.29000 11821.56 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0240 410A002 1.000 EACH| 20000.00000 20000.00| 21500.00000 21500.00| 21500.00000 21500.00 Profilograph | | | 0250 420A010 1156.000 TON | 60.79000 70273.24| 56.00000 64736.00| 56.00000 64736.00 Polymer Modified Open Graded Friction | | | Course, Mix 1 | | | 0260 424A280 1816.000 TON | 44.29000 80430.64| 45.00000 81720.00| 45.00000 81720.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0270 424A286 375.000 TON | 45.00000 16875.00| 44.00000 16500.00| 44.00000 16500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0280 424A360 828.000 TON | 38.29000 31704.12| 40.00000 33120.00| 40.00000 33120.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0290 424B281 2385.000 TON | 38.96000 92919.60| 42.00000 100170.00| 42.00000 100170.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0300 424B289 600.000 TON | 38.96000 23376.00| 41.00000 24600.00| 41.00000 24600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 02093 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |BRITTON BRIDGE, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424B581 1758.000 TON | 37.23000 65450.34| 36.00000 63288.00| 36.00000 63288.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0320 424B651 458.000 TON | 37.23000 17051.34| 37.00000 16946.00| 37.00000 16946.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0330 424B681 2939.000 TON | 37.23000 109418.97| 35.00000 102865.00| 35.00000 102865.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0340 424C281 3334.000 TON | 37.12000 123758.08| 34.00000 113356.00| 34.00000 113356.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0350 424C285 75.000 TON | 48.50000 3637.50| 100.00000 7500.00| 100.00000 7500.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0360 428C000 15531.000 LF | 1.00000 15531.00| 0.75000 11648.25| 0.54000 8386.74 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 430A011 300.000 CUYD| 10.00000 3000.00| 10.00000 3000.00| 20.00000 6000.00 Soil Type Surfacing (Selected Soil | | | Subbase, Type B Modified) | | | 0380 430B026 360.000 TON | 15.00000 5400.00| 21.00000 7560.00| 20.00000 7200.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0390 450B000 223.000 SQYD| 55.00000 12265.00| 100.00000 22300.00| 80.00000 17840.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0400 502A001 522272.000 LB | 0.50000 261136.00| 0.50000 261136.00| 0.55000 287249.60 Steel Reinforcement (Grade 60) | | | 0410 502B000 LUMP| 275000.00000 275000.00| 289000.00000 289000.00| 125000.00000 125000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 60+21.98, APPROX. | | | 541219 LBS. | | | 0420 503A000 2386.000 CUYD| 80.00000 190880.00| 130.00000 310180.00| 200.00000 477200.00 Seal Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 02093 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |BRITTON BRIDGE, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 503B000 LUMP| 50000.00000 50000.00| 75000.00000 75000.00| 195000.00000 195000.00 Cofferdam And Pumping, BENT 4 | | | 0440 503B001 LUMP| 50000.00000 50000.00| 75000.00000 75000.00| 195000.00000 195000.00 Cofferdam And Pumping, BENT 5 | | | 0450 503B002 LUMP| 55000.00000 55000.00| 75000.00000 75000.00| 195000.00000 195000.00 Cofferdam And Pumping, BENT 6 | | | 0460 503B003 LUMP| 5000.00000 5000.00| 75000.00000 75000.00| 195000.00000 195000.00 Cofferdam And Pumping, BENT 7 | | | 0470 503D000 1191.000 LF | 12.50000 14887.50| 28.00000 33348.00| 15.00000 17865.00 Sonic Logging Of Seal Concrete Footings | | | 0480 505A002 3.000 EACH| 2000.00000 6000.00| 2300.00000 6900.00| 2000.00000 6000.00 Steel Test Piles (HP 12x53) | | | 0490 505A007 2.000 EACH| 2500.00000 5000.00| 3300.00000 6600.00| 2500.00000 5000.00 Steel Test Piles (HP 13x73) | | | 0500 505B057 3.000 EACH| 4000.00000 12000.00| 6400.00000 19200.00| 5000.00000 15000.00 Static Loading Tests (HP 12x53) | | | 0510 505B062 2.000 EACH| 4000.00000 8000.00| 6900.00000 13800.00| 5500.00000 11000.00 Static Loading Tests (HP 13x73) | | | 0520 505B087 3.000 EACH| 1000.00000 3000.00| 1900.00000 5700.00| 2500.00000 7500.00 Dynamic Loading Tests (HP 12x53) | | | 0530 505B093 2.000 EACH| 1000.00000 2000.00| 1900.00000 3800.00| 3000.00000 6000.00 Dynamic Loading Test (HP 13x73) | | | 0540 505M002 5210.000 LF | 24.00000 125040.00| 28.00000 145880.00| 29.00000 151090.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0550 505M007 2511.000 LF | 30.00000 75330.00| 29.00000 72819.00| 32.00000 80352.00 Steel Piling Furnished And Driven (HP | | | 13x73) | | | 0560 508A000 41837.000 LB | 2.50000 104592.50| 2.65000 110868.05| 2.50000 104592.50 Structural Steel | | | 0570 510A000 2288.000 CUYD| 250.00000 572000.00| 360.00000 823680.00| 390.00000 892320.00 Bridge Substructure Concrete, Class A | | | 0580 510C052 LUMP| 945000.00000 945000.00| 997000.00000 997000.00| 900000.00000 900000.00 Bridge Concrete Superstructure, STA. | | | 60+21.98, APPROX. 2740 CU.YD. | | | 0590 510E000 8144.000 SQYD| 1.70000 13844.80| 2.00000 16288.00| 2.00000 16288.00 Grooving Concrete Bridge Decks | | | 0600 511A004 166.000 EACH| 800.00000 132800.00| 470.00000 78020.00| 500.00000 83000.00 Elastomeric Bearings, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 02093 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |BRITTON BRIDGE, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 513B017 10811.000 LF | 160.00000 1729760.00| 122.00000 1318942.00| 101.00000 1091911.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0620 530A002 437.000 LF | 38.00000 16606.00| 28.00000 12236.00| 32.50000 14202.50 24" Roadway Pipe (Class 3 R.C.) | | | 0630 530A013 168.000 LF | 40.00000 6720.00| 35.00000 5880.00| 23.50000 3948.00 24" Roadway Pipe (Class 4 R.C.) | | | 0640 530A104 36.000 LF | 64.00000 2304.00| 42.00000 1512.00| 64.00000 2304.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0650 600A000 LUMP| 651527.72000 651527.72| 844000.00000 844000.00| 800000.00000 800000.00 Mobilization | | | 0660 601A000 1.000 EACH| 5000.00000 5000.00| 7000.00000 7000.00| 20000.00000 20000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0670 603A000 1.000 EACH| 18000.00000 18000.00| 25000.00000 25000.00| 30000.00000 30000.00 Furnishing Type 1 Field Office | | | 0680 604A000 3871.000 SQYD| 1.50000 5806.50| 1.25000 4838.75| 1.25000 4838.75 Separative Geotextile | | | 0690 605A002 2313.000 LF | 5.00000 11565.00| 4.30000 9945.90| 4.30000 9945.90 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0700 605B000 4.000 EACH| 300.00000 1200.00| 350.00000 1400.00| 350.00000 1400.00 Special Underdrain Outlet, Type A | | | 0710 606A000 1000.000 LF | 6.00000 6000.00| 12.50000 12500.00| 10.00000 10000.00 6" Underdrain Pipe | | | 0720 610C001 4529.000 TON | 20.00000 90580.00| 15.50000 70199.50| 20.00000 90580.00 Loose Riprap, Class 2 | | | 0730 610C002 838.000 TON | 22.00000 18436.00| 20.00000 16760.00| 22.00000 18436.00 Loose Riprap, Class 3 | | | 0740 610D000 7101.000 SQYD| 2.00000 14202.00| 2.50000 17752.50| 2.00000 14202.00 Filter Blanket | | | 0750 614A000 428.000 CUYD| 200.00000 85600.00| 225.00000 96300.00| 185.00000 79180.00 Slope Paving | | | 0760 619A003 4.000 EACH| 550.00000 2200.00| 500.00000 2000.00| 850.00000 3400.00 24" Roadway Pipe End Treatment, Class 1 | | | 0770 619A055 1.000 EACH| 1100.00000 1100.00| 1235.00000 1235.00| 1225.00000 1225.00 36" Roadway Pipe End Treatment, Class 2 | | | 0780 620A000 1.000 CUYD| 600.00000 600.00| 750.00000 750.00| 350.00000 350.00 Minor Structure Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 02093 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |BRITTON BRIDGE, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 621A000 3.000 EACH| 2000.00000 6000.00| 2000.00000 6000.00| 2450.00000 7350.00 Junction Boxes, Type 1, 1P Or 5 | | | 0800 621C002 1.000 EACH| 1750.00000 1750.00| 1600.00000 1600.00| 1650.00000 1650.00 Inlets, Type C, P1 Or P3 | | | 0810 621C020 3.000 EACH| 1500.00000 4500.00| 1750.00000 5250.00| 1550.00000 4650.00 Inlets, Type Y | | | 0820 621D019 6.000 EACH| 400.00000 2400.00| 450.00000 2700.00| 500.00000 3000.00 Inlet Units, Type Y | | | 0830 621D022 1.000 EACH| 400.00000 400.00| 475.00000 475.00| 500.00000 500.00 Inlet Units, Type C, P1 Or P3 | | | 0840 630A001 226.000 LF | 10.85000 2452.10| 10.85000 2452.10| 10.85000 2452.10 Steel Beam Guardrail, Class A, Type 2 | | | 0850 630C003 8.000 EACH| 1050.00000 8400.00| 1050.00000 8400.00| 1050.00000 8400.00 Guardrail End Anchor, Type 13 | | | 0860 630C070 10.000 EACH| 1285.00000 12850.00| 1285.00000 12850.00| 1285.00000 12850.00 Guardrail End Anchor, Type 10 Series | | | 0870 634A002 345.000 LF | 14.00000 4830.00| 14.00000 4830.00| 14.00000 4830.00 Industrial Fence, 6 Feet High | | | 0880 650B000 5632.000 CUYD| 4.50000 25344.00| 4.50000 25344.00| 4.50000 25344.00 Topsoil From Stockpiles | | | 0890 652A050 2.000 ACRE| 750.00000 1500.00| 500.00000 1000.00| 500.00000 1000.00 Seeding (Mix 1A) | | | 0900 652A053 2.000 ACRE| 750.00000 1500.00| 550.00000 1100.00| 600.00000 1200.00 Seeding (Mix 1E) | | | 0910 652B050 2.000 ACRE| 500.00000 1000.00| 600.00000 1200.00| 450.00000 900.00 Temporary Seeding (Mix 1AT) | | | 0920 652C000 4.000 ACRE| 60.00000 240.00| 200.00000 800.00| 60.00000 240.00 Mowing | | | 0930 652D050 2.000 ACRE| 750.00000 1500.00| 400.00000 800.00| 500.00000 1000.00 Seeding In Stubble (Mix 1A) | | | 0940 654A001 1494.000 SQYD| 4.00000 5976.00| 4.00000 5976.00| 3.50000 5229.00 Solid Sodding (Bermuda) | | | 0950 656A000 2.000 ACRE| 500.00000 1000.00| 500.00000 1000.00| 400.00000 800.00 Mulching, Class A, Type 1 | | | 0960 656A001 2.000 ACRE| 550.00000 1100.00| 550.00000 1100.00| 425.00000 850.00 Mulching, Class A, Type 2 | | | 0970 659A000 500.000 SQYD| 2.00000 1000.00| 3.00000 1500.00| 1.60000 800.00 Erosion Control Netting, Class A | | | 0980 665A000 4.000 ACRE| 400.00000 1600.00| 300.00000 1200.00| 375.00000 1500.00 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 02093 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |BRITTON BRIDGE, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 665B000 4.000 ACRE| 400.00000 1600.00| 300.00000 1200.00| 375.00000 1500.00 Temporary Mulching | | | 1000 665E000 500.000 SQYD| 1.75000 875.00| 2.00000 1000.00| 1.75000 875.00 Polyethylene | | | 1010 665F000 500.000 EACH| 6.25000 3125.00| 6.00000 3000.00| 6.25000 3125.00 Hay Bales | | | 1020 665G000 500.000 EACH| 2.50000 1250.00| 4.00000 2000.00| 10.00000 5000.00 Sand Bags | | | 1030 665I000 500.000 TON | 22.00000 11000.00| 20.00000 10000.00| 22.00000 11000.00 Temporary Riprap, Class 2 | | | 1040 665J000 7700.000 LF | 3.95000 30415.00| 2.75000 21175.00| 3.95000 30415.00 Silt Fence, Type A | | | 1050 665K000 50.000 CUYD| 20.00000 1000.00| 50.00000 2500.00| 20.00000 1000.00 Drainage Sump Excavation | | | 1060 665L000 600.000 LF | 20.00000 12000.00| 15.00000 9000.00| 30.00000 18000.00 Floating Basin Boom | | | 1070 666A001 4.000 ACRE| 30.00000 120.00| 10.00000 40.00| 100.00000 400.00 Pest Control Treatment | | | 1080 680A000 LUMP| 50000.00000 50000.00| 56215.00000 56215.00| 280000.00000 280000.00 Engineering Controls | | | 1090 701A028 3.000 MILE| 2000.00000 6000.00| 2000.00000 6000.00| 1379.00000 4137.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1100 701A032 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| 1379.00000 2758.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1110 701A041 3.000 MILE| 2000.00000 6000.00| 2000.00000 6000.00| 890.00000 2670.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1120 701A061 2.000 MILE| 3000.00000 6000.00| 3000.00000 6000.00| 5900.00000 11800.00 Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 1130 701A065 2.000 MILE| 3000.00000 6000.00| 3000.00000 6000.00| 14850.00000 29700.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1140 701A073 2.000 MILE| 3000.00000 6000.00| 3000.00000 6000.00| 15420.00000 30840.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1150 701B009 539.000 LF | 1.25000 673.75| 1.25000 673.75| 0.58000 312.62 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -9 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 02093 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |BRITTON BRIDGE, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 701B016 488.000 LF | 1.25000 610.00| 1.25000 610.00| 4.74000 2313.12 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 1170 701C000 3.000 MILE| 650.00000 1950.00| 650.00000 1950.00| 340.00000 1020.00 Broken Temporary Traffic Stripe | | | 1180 701C001 5.000 MILE| 650.00000 3250.00| 650.00000 3250.00| 380.00000 1900.00 Solid Temporary Traffic Stripe | | | 1190 701C004 1.000 MILE| 3500.00000 3500.00| 3500.00000 3500.00| 2500.00000 2500.00 Broken Temporary Traffic Stripe (Tape) | | | 1200 701C005 2.000 MILE| 3500.00000 7000.00| 3500.00000 7000.00| 6000.00000 12000.00 Solid Temporary Traffic Stripe (Tape) | | | 1210 701C007 1.000 MILE| 3500.00000 3500.00| 3500.00000 3500.00| 3200.00000 3200.00 Broken Temporary Traffic Stripe (Dotted | | | Tape) | | | 1220 701C008 2.000 MILE| 650.00000 1300.00| 650.00000 1300.00| 300.00000 600.00 Broken Temporary Traffic Stripe (Dotted | | | Paint) | | | 1230 701D007 3.000 MILE| 2500.00000 7500.00| 2500.00000 7500.00| 1500.00000 4500.00 Solid Traffic Stripe Removed (Paint) | | | 1240 701D008 3.000 MILE| 2500.00000 7500.00| 2500.00000 7500.00| 1500.00000 4500.00 Solid Traffic Stripe Removed (Plastic) | | | 1250 701D009 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 850.00000 850.00 Solid Traffic Stripe Removed (Tape) | | | 1260 701D014 2.000 MILE| 2500.00000 5000.00| 2500.00000 5000.00| 1300.00000 2600.00 Broken Traffic Stripe Removed (Paint) | | | 1270 701D015 2.000 MILE| 2500.00000 5000.00| 2500.00000 5000.00| 1300.00000 2600.00 Broken Traffic Stripe Removed (Plastic) | | | 1280 701D016 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 850.00000 850.00 Broken Traffic Stripe Removed (Tape) | | | 1290 703A002 6800.000 SQFT| 1.38000 9384.00| 1.38000 9384.00| 1.80000 12240.00 Traffic Control Markings, Class 2, Type | | | A | | | 1300 703A010 904.000 SQFT| 1.38000 1247.52| 1.38000 1247.52| 11.46000 10359.84 Traffic Control Markings,Class 3W,Type | | | 1310 703B002 45.000 SQFT| 1.38000 62.10| 1.38000 62.10| 5.00000 225.00 Traffic Control Legends, Class 2, Type | | | 1320 703B010 45.000 SQFT| 1.38000 62.10| 1.38000 62.10| 20.85000 938.25 Traffic Control Legends,Class 3W,Type A | | | 1330 703C000 156.000 SQFT| 2.38000 371.28| 2.38000 371.28| 3.00000 468.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -10 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 02093 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |BRITTON BRIDGE, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 703D001 66.000 SQFT| 0.58000 38.28| 0.58000 38.28| 1.30000 85.80 Temporary Traffic Control Markings | | | 1350 703E001 90.000 SQFT| 0.58000 52.20| 0.58000 52.20| 1.30000 117.00 Temporary Traffic Control Legends | | | 1360 705A011 137.000 EACH| 10.00000 1370.00| 10.00000 1370.00| 4.50000 616.50 Pavement Markers, Class C, Type 1-A | | | 1370 705A012 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 4.50000 225.00 Pavement Markers, Class C, Type 1-B | | | 1380 705A030 4.000 EACH| 10.00000 40.00| 10.00000 40.00| 5.25000 21.00 Pavement Markers, Class A-H, Type 2-C | | | 1390 705A031 2161.000 EACH| 10.00000 21610.00| 10.00000 21610.00| 5.00000 10805.00 Pavement Markers, Class A-H, Type 1-A | | | 1400 705A032 92.000 EACH| 10.00000 920.00| 10.00000 920.00| 5.00000 460.00 Pavement Markers, Class A-H, Type 1-B | | | 1410 705A037 17.000 EACH| 10.00000 170.00| 10.00000 170.00| 5.25000 89.25 Pavement Markers, Class A-H, Type 2-D | | | 1420 705A038 46.000 EACH| 10.00000 460.00| 10.00000 460.00| 5.25000 241.50 Pavement Markers, Class A-H, Type 2-E | | | 1430 707A006 6.000 EACH| 26.00000 156.00| 26.00000 156.00| 26.00000 156.00 Type 1, Clear Delineator Installation | | | 1440 707B003 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 200.00000 200.00 Type A Hazard Marker Installation | | | 1450 710A125 56.000 SQFT| 21.00000 1176.00| 21.00000 1176.00| 21.00000 1176.00 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1460 710A140 860.000 SQFT| 28.50000 24510.00| 28.50000 24510.00| 28.50000 24510.00 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1470 710A141 244.000 SQFT| 28.50000 6954.00| 28.50000 6954.00| 28.50000 6954.00 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1480 710A142 160.000 SQFT| 36.00000 5760.00| 36.00000 5760.00| 36.00000 5760.00 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 : 06/06/02 PAGE : 012 -11 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 02093 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |BRITTON BRIDGE, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 710B001 286.000 LF | 7.10000 2030.60| 7.10000 2030.60| 7.10000 2030.60 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1500 710B011 29.000 LF | 92.00000 2668.00| 92.00000 2668.00| 92.00000 2668.00 Roadway Sign Post (W6 x 12 Steel Beam) | | | 1510 710C000 LUMP| 1950.00000 1950.00| 1950.00000 1950.00| 1950.00000 1950.00 Removal Of Existing Roadway Signs | | | 1520 711A000 LUMP| 2800.00000 2800.00| 2800.00000 2800.00| 2800.00000 2800.00 Roadway Sign Relocation | | | 1530 715A000 LUMP| 26500.00000 26500.00| 26500.00000 26500.00| 26500.00000 26500.00 Overhead Roadway Sign Structure (OHSB-1 | | | 1540 715A001 LUMP| 34100.00000 34100.00| 34100.00000 34100.00| 34100.00000 34100.00 Overhead Roadway Sign Structure (OHSB-2 | | | 1550 715A002 LUMP| 25150.00000 25150.00| 25150.00000 25150.00| 25150.00000 25150.00 Overhead Roadway Sign Structure (OHSB-3 | | | 1560 730H001 850.000 LF | 3.00000 2550.00| 4.00000 3400.00| 10.00000 8500.00 Loop Wire | | | 1570 740B000 1085.000 SQFT| 10.00000 10850.00| 8.00000 8680.00| 15.00000 16275.00 Construction Signs | | | 1580 740C000 41.000 SQFT| 10.50000 430.50| 9.45000 387.45| 17.00000 697.00 Special Construction Signs | | | 1590 740D000 325.000 EACH| 75.00000 24375.00| 60.00000 19500.00| 74.50000 24212.50 Channelizing Drums | | | 1600 740E000 50.000 EACH| 15.00000 750.00| 10.00000 500.00| 17.00000 850.00 Cones (36 Inches High) | | | 1610 740F002 4.000 EACH| 200.00000 800.00| 175.00000 700.00| 260.00000 1040.00 Barricades, Type III | | | 1620 740I005 4.000 EACH| 1250.00000 5000.00| 750.00000 3000.00| 540.00000 2160.00 Warning Lights, Type B (Detachable Head | | | 1630 740M001 50.000 EACH| 7.00000 350.00| 6.00000 300.00| 14.00000 700.00 Ballast For Cone | | | 1640 741C010 2.000 EACH| 5200.00000 10400.00| 5000.00000 10000.00| 5800.00000 11600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1650 742A001 2.000 EACH| 27000.00000 54000.00| 16800.00000 33600.00| 25000.00000 50000.00 Portable Changeable Message Sign, Type | | | 1660 750R000 LUMP| 63851.00000 63851.00| 79675.00000 79675.00| 15000.00000 15000.00 Area Lighting System | | | 1670 999 000 3750.000 HOUR| 0.80000 3000.00| 0.80000 3000.00| 0.80000 3000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 8,465,767.71| $ 9,267,012.58| $ 10,218,189.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,465,767.71| $ 9,267,012.58| $ 10,218,189.87 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -12 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 640000.00000 640000.00| | Clearing & Grubbing (Approximately 4 | | | acres) | | | 0020 206D000 451.000 LF | 4.75000 2142.25| | Removing Pipe | | | 0030 206D001 1360.000 LF | 1.50000 2040.00| | Removing Guardrail | | | 0040 206D007 270.000 LF | 7.44000 2008.80| | Removing Concrete Flume | | | 0050 206D010 390.000 LF | 15.54000 6060.60| | Removing Safety Barrier | | | 0060 206D011 400.000 LF | 2.00000 800.00| | Removing Fence | | | 0070 206E008 4.000 EACH| 125.00000 500.00| | Removing Guardrail End Anchor (All Type | | | 0080 206E041 1.000 EACH| 1200.00000 1200.00| | Removing Impact Attenuators | | | 0090 210A000 10922.000 CUYD| 6.04000 65968.88| | Unclassified Excavation | | | 0100 210D000 224363.000 CUYD| 5.00000 1121815.00| | Borrow Excavation | | | 0110 210E001 2394.000 CUYD| 15.54000 37202.76| | Borrow Excavation (Underwater | | | Embankment) | | | 0120 214A000 427.000 CUYD| 20.00000 8540.00| | Structure Excavation | | | 0130 214B001 180.000 CUYD| 26.00000 4680.00| | Foundation Backfill, Commercial | | | 0140 215A000 4144.000 CUYD| 72.00000 298368.00| | Unclassified Bridge Excavation | | | 0150 215B000 LUMP| 240046.63000 240046.63| | Cofferdams Or Sheeting And Shoring | | | 60+21.98 Westbound | | | 0160 230A000 39.000 RBST| 746.25000 29103.75| | Roadbed Processing | | | 0170 301A004 7901.000 SQYD| 3.98000 31445.98| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -13 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 301A012 21254.000 SQYD| 5.47000 116259.38| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0190 306E000 1.000 EACH| 5174.00000 5174.00| | State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0200 327E000 865.000 TON | 22.89000 19799.85| | Permeable Asphalt Treated Base | | | 0210 401A000 8120.000 SQYD| 0.54000 4384.80| | Bituminous Treatment A | | | 0220 405A000 4584.000 GAL | 1.49000 6830.16| | Tack Coat | | | 0230 408A052 9164.000 SQYD| 1.49000 13654.36| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0240 410A002 1.000 EACH| 21392.51000 21392.51| | Profilograph | | | 0250 420A010 1156.000 TON | 55.72000 64412.32| | Polymer Modified Open Graded Friction | | | Course, Mix 1 | | | 0260 424A280 1816.000 TON | 44.78000 81320.48| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0270 424A286 375.000 TON | 43.79000 16421.25| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0280 424A360 828.000 TON | 39.80000 32954.40| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0290 424B281 2385.000 TON | 41.79000 99669.15| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0300 424B289 600.000 TON | 40.80000 24480.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -14 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424B581 1758.000 TON | 35.82000 62971.56| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0320 424B651 458.000 TON | 36.82000 16863.56| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0330 424B681 2939.000 TON | 34.82000 102335.98| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0340 424C281 3334.000 TON | 33.83000 112789.22| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0350 424C285 75.000 TON | 99.50000 7462.50| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0360 428C000 15531.000 LF | 0.95000 14754.45| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 430A011 300.000 CUYD| 11.94000 3582.00| | Soil Type Surfacing (Selected Soil | | | Subbase, Type B Modified) | | | 0380 430B026 360.000 TON | 22.00000 7920.00| | Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0390 450B000 223.000 SQYD| 80.00000 17840.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0400 502A001 522272.000 LB | 0.44000 229799.68| | Steel Reinforcement (Grade 60) | | | 0410 502B000 LUMP| 204462.00000 204462.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. 60+21.98, APPROX. | | | 541219 LBS. | | | 0420 503A000 2386.000 CUYD| 157.44000 375651.84| | Seal Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -15 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 503B000 LUMP| 118819.22000 118819.22| | Cofferdam And Pumping, BENT 4 | | | 0440 503B001 LUMP| 118819.22000 118819.22| | Cofferdam And Pumping, BENT 5 | | | 0450 503B002 LUMP| 319850.93000 319850.93| | Cofferdam And Pumping, BENT 6 | | | 0460 503B003 LUMP| 103116.27000 103116.27| | Cofferdam And Pumping, BENT 7 | | | 0470 503D000 1191.000 LF | 12.16000 14482.56| | Sonic Logging Of Seal Concrete Footings | | | 0480 505A002 3.000 EACH| 715.73000 2147.19| | Steel Test Piles (HP 12x53) | | | 0490 505A007 2.000 EACH| 1463.24000 2926.48| | Steel Test Piles (HP 13x73) | | | 0500 505B057 3.000 EACH| 4100.00000 12300.00| | Static Loading Tests (HP 12x53) | | | 0510 505B062 2.000 EACH| 4100.00000 8200.00| | Static Loading Tests (HP 13x73) | | | 0520 505B087 3.000 EACH| 750.00000 2250.00| | Dynamic Loading Tests (HP 12x53) | | | 0530 505B093 2.000 EACH| 750.00000 1500.00| | Dynamic Loading Test (HP 13x73) | | | 0540 505M002 5210.000 LF | 20.00000 104200.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0550 505M007 2511.000 LF | 22.00000 55242.00| | Steel Piling Furnished And Driven (HP | | | 13x73) | | | 0560 508A000 41837.000 LB | 1.00000 41837.00| | Structural Steel | | | 0570 510A000 2288.000 CUYD| 344.49000 788193.12| | Bridge Substructure Concrete, Class A | | | 0580 510C052 LUMP| 958355.40000 958355.40| | Bridge Concrete Superstructure, STA. | | | 60+21.98, APPROX. 2740 CU.YD. | | | 0590 510E000 8144.000 SQYD| 1.63000 13274.72| | Grooving Concrete Bridge Decks | | | 0600 511A004 166.000 EACH| 524.87000 87128.42| | Elastomeric Bearings, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -16 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 513B017 10811.000 LF | 112.17000 1212669.87| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0620 530A002 437.000 LF | 32.00000 13984.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0630 530A013 168.000 LF | 39.00000 6552.00| | 24" Roadway Pipe (Class 4 R.C.) | | | 0640 530A104 36.000 LF | 52.00000 1872.00| | 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0650 600A000 LUMP| 1246381.05000 1246381.05| | Mobilization | | | 0660 601A000 1.000 EACH| 13323.01000 13323.01| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0670 603A000 1.000 EACH| 23542.33000 23542.33| | Furnishing Type 1 Field Office | | | 0680 604A000 3871.000 SQYD| 1.24000 4800.04| | Separative Geotextile | | | 0690 605A002 2313.000 LF | 4.28000 9899.64| | Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0700 605B000 4.000 EACH| 555.13000 2220.52| | Special Underdrain Outlet, Type A | | | 0710 606A000 1000.000 LF | 12.00000 12000.00| | 6" Underdrain Pipe | | | 0720 610C001 4529.000 TON | 17.00000 76993.00| | Loose Riprap, Class 2 | | | 0730 610C002 838.000 TON | 26.58000 22274.04| | Loose Riprap, Class 3 | | | 0740 610D000 7101.000 SQYD| 2.60000 18462.60| | Filter Blanket | | | 0750 614A000 428.000 CUYD| 305.32000 130676.96| | Slope Paving | | | 0760 619A003 4.000 EACH| 555.13000 2220.52| | 24" Roadway Pipe End Treatment, Class 1 | | | 0770 619A055 1.000 EACH| 1443.33000 1443.33| | 36" Roadway Pipe End Treatment, Class 2 | | | 0780 620A000 1.000 CUYD| 777.18000 777.18| | Minor Structure Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -17 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 621A000 3.000 EACH| 1776.40000 5329.20| | Junction Boxes, Type 1, 1P Or 5 | | | 0800 621C002 1.000 EACH| 2553.58000 2553.58| | Inlets, Type C, P1 Or P3 | | | 0810 621C020 3.000 EACH| 1443.33000 4329.99| | Inlets, Type Y | | | 0820 621D019 6.000 EACH| 666.15000 3996.90| | Inlet Units, Type Y | | | 0830 621D022 1.000 EACH| 666.15000 666.15| | Inlet Units, Type C, P1 Or P3 | | | 0840 630A001 226.000 LF | 10.85000 2452.10| | Steel Beam Guardrail, Class A, Type 2 | | | 0850 630C003 8.000 EACH| 1050.00000 8400.00| | Guardrail End Anchor, Type 13 | | | 0860 630C070 10.000 EACH| 1285.00000 12850.00| | Guardrail End Anchor, Type 10 Series | | | 0870 634A002 345.000 LF | 14.00000 4830.00| | Industrial Fence, 6 Feet High | | | 0880 650B000 5632.000 CUYD| 7.00000 39424.00| | Topsoil From Stockpiles | | | 0890 652A050 2.000 ACRE| 525.00000 1050.00| | Seeding (Mix 1A) | | | 0900 652A053 2.000 ACRE| 630.00000 1260.00| | Seeding (Mix 1E) | | | 0910 652B050 2.000 ACRE| 472.50000 945.00| | Temporary Seeding (Mix 1AT) | | | 0920 652C000 4.000 ACRE| 63.00000 252.00| | Mowing | | | 0930 652D050 2.000 ACRE| 525.00000 1050.00| | Seeding In Stubble (Mix 1A) | | | 0940 654A001 1494.000 SQYD| 3.68000 5497.92| | Solid Sodding (Bermuda) | | | 0950 656A000 2.000 ACRE| 420.00000 840.00| | Mulching, Class A, Type 1 | | | 0960 656A001 2.000 ACRE| 446.25000 892.50| | Mulching, Class A, Type 2 | | | 0970 659A000 500.000 SQYD| 1.68000 840.00| | Erosion Control Netting, Class A | | | 0980 665A000 4.000 ACRE| 393.75000 1575.00| | Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -18 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 665B000 4.000 ACRE| 393.75000 1575.00| | Temporary Mulching | | | 1000 665E000 500.000 SQYD| 1.11000 555.00| | Polyethylene | | | 1010 665F000 500.000 EACH| 6.38000 3190.00| | Hay Bales | | | 1020 665G000 500.000 EACH| 7.77000 3885.00| | Sand Bags | | | 1030 665I000 500.000 TON | 23.32000 11660.00| | Temporary Riprap, Class 2 | | | 1040 665J000 7700.000 LF | 3.00000 23100.00| | Silt Fence, Type A | | | 1050 665K000 50.000 CUYD| 38.86000 1943.00| | Drainage Sump Excavation | | | 1060 665L000 600.000 LF | 9.33000 5598.00| | Floating Basin Boom | | | 1070 666A001 4.000 ACRE| 31.50000 126.00| | Pest Control Treatment | | | 1080 680A000 LUMP| 89502.22000 89502.22| | Engineering Controls | | | 1090 701A028 3.000 MILE| 2272.03000 6816.09| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1100 701A032 2.000 MILE| 2272.03000 4544.06| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1110 701A041 3.000 MILE| 2272.03000 6816.09| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1120 701A061 2.000 MILE| 3408.05000 6816.10| | Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 1130 701A065 2.000 MILE| 3408.05000 6816.10| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1140 701A073 2.000 MILE| 3408.05000 6816.10| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1150 701B009 539.000 LF | 1.42000 765.38| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -19 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 701B016 488.000 LF | 1.42000 692.96| | Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 1170 701C000 3.000 MILE| 738.41000 2215.23| | Broken Temporary Traffic Stripe | | | 1180 701C001 5.000 MILE| 738.41000 3692.05| | Solid Temporary Traffic Stripe | | | 1190 701C004 1.000 MILE| 3976.05000 3976.05| | Broken Temporary Traffic Stripe (Tape) | | | 1200 701C005 2.000 MILE| 3976.05000 7952.10| | Solid Temporary Traffic Stripe (Tape) | | | 1210 701C007 1.000 MILE| 3976.05000 3976.05| | Broken Temporary Traffic Stripe (Dotted | | | Tape) | | | 1220 701C008 2.000 MILE| 738.41000 1476.82| | Broken Temporary Traffic Stripe (Dotted | | | Paint) | | | 1230 701D007 3.000 MILE| 2840.04000 8520.12| | Solid Traffic Stripe Removed (Paint) | | | 1240 701D008 3.000 MILE| 2840.04000 8520.12| | Solid Traffic Stripe Removed (Plastic) | | | 1250 701D009 1.000 MILE| 2840.04000 2840.04| | Solid Traffic Stripe Removed (Tape) | | | 1260 701D014 2.000 MILE| 2840.04000 5680.08| | Broken Traffic Stripe Removed (Paint) | | | 1270 701D015 2.000 MILE| 2840.04000 5680.08| | Broken Traffic Stripe Removed (Plastic) | | | 1280 701D016 1.000 MILE| 2840.04000 2840.04| | Broken Traffic Stripe Removed (Tape) | | | 1290 703A002 6800.000 SQFT| 1.57000 10676.00| | Traffic Control Markings, Class 2, Type | | | A | | | 1300 703A010 904.000 SQFT| 1.57000 1419.28| | Traffic Control Markings,Class 3W,Type | | | 1310 703B002 45.000 SQFT| 1.57000 70.65| | Traffic Control Legends, Class 2, Type | | | 1320 703B010 45.000 SQFT| 1.57000 70.65| | Traffic Control Legends,Class 3W,Type A | | | 1330 703C000 156.000 SQFT| 2.70000 421.20| | Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 012 -20 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 703D001 66.000 SQFT| 0.66000 43.56| | Temporary Traffic Control Markings | | | 1350 703E001 90.000 SQFT| 0.66000 59.40| | Temporary Traffic Control Legends | | | 1360 705A011 137.000 EACH| 11.36000 1556.32| | Pavement Markers, Class C, Type 1-A | | | 1370 705A012 50.000 EACH| 11.36000 568.00| | Pavement Markers, Class C, Type 1-B | | | 1380 705A030 4.000 EACH| 11.36000 45.44| | Pavement Markers, Class A-H, Type 2-C | | | 1390 705A031 2161.000 EACH| 11.36000 24548.96| | Pavement Markers, Class A-H, Type 1-A | | | 1400 705A032 92.000 EACH| 11.36000 1045.12| | Pavement Markers, Class A-H, Type 1-B | | | 1410 705A037 17.000 EACH| 11.36000 193.12| | Pavement Markers, Class A-H, Type 2-D | | | 1420 705A038 46.000 EACH| 11.36000 522.56| | Pavement Markers, Class A-H, Type 2-E | | | 1430 707A006 6.000 EACH| 26.00000 156.00| | Type 1, Clear Delineator Installation | | | 1440 707B003 1.000 EACH| 200.00000 200.00| | Type A Hazard Marker Installation | | | 1450 710A125 56.000 SQFT| 21.00000 1176.00| | Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1460 710A140 860.000 SQFT| 28.50000 24510.00| | Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1470 710A141 244.000 SQFT| 28.50000 6954.00| | Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1480 710A142 160.000 SQFT| 36.00000 5760.00| | 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 : 06/06/02 PAGE : 012 -21 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20020531012 COUNTIES : ETOWAH LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 710B001 286.000 LF | 7.10000 2030.60| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1500 710B011 29.000 LF | 92.00000 2668.00| | Roadway Sign Post (W6 x 12 Steel Beam) | | | 1510 710C000 LUMP| 1950.00000 1950.00| | Removal Of Existing Roadway Signs | | | 1520 711A000 LUMP| 2800.00000 2800.00| | Roadway Sign Relocation | | | 1530 715A000 LUMP| 26500.01000 26500.01| | Overhead Roadway Sign Structure (OHSB-1 | | | 1540 715A001 LUMP| 34099.80000 34099.80| | Overhead Roadway Sign Structure (OHSB-2 | | | 1550 715A002 LUMP| 25150.00000 25150.00| | Overhead Roadway Sign Structure (OHSB-3 | | | 1560 730H001 850.000 LF | 3.50000 2975.00| | Loop Wire | | | 1570 740B000 1085.000 SQFT| 9.45000 10253.25| | Construction Signs | | | 1580 740C000 41.000 SQFT| 12.60000 516.60| | Special Construction Signs | | | 1590 740D000 325.000 EACH| 61.95000 20133.75| | Channelizing Drums | | | 1600 740E000 50.000 EACH| 15.75000 787.50| | Cones (36 Inches High) | | | 1610 740F002 4.000 EACH| 288.75000 1155.00| | Barricades, Type III | | | 1620 740I005 4.000 EACH| 656.25000 2625.00| | Warning Lights, Type B (Detachable Head | | | 1630 740M001 50.000 EACH| 8.40000 420.00| | Ballast For Cone | | | 1640 741C010 2.000 EACH| 3780.00000 7560.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1650 742A001 2.000 EACH| 18375.00000 36750.00| | Portable Changeable Message Sign, Type | | | 1660 750R000 LUMP| 79675.05000 79675.05| | Area Lighting System | | | 1670 999 000 3750.000 HOUR| 0.80000 3000.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,386,508.76| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,386,508.76| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20020531030 COUNTIES : BULLOCK LETTING DATE : 05/31/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-CN01(952) for constructing the Widening and Resurfacing on C.R.#37 from C.R.#185 to the Montgomery county line and on C.R.#31 from S.R.#223 to U.S.#29 south of Union Springs. Length - 10.665 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 664,298.50 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 669,099.78 100.7228% 3 01018 APAC-ALABAMA, INC. $ 745,857.30 112.2774% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020531030 COUNTIES : BULLOCK LETTING DATE : 05/31/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01018 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D000 94.000 LF | 4.50000 423.00| 6.70000 629.80| 14.00000 1316.00 Removing Pipe | | | 0020 210D021 8000.000 CUYD| 5.20000 41600.00| 3.00000 24000.00| 7.50000 60000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0030 401B100 125000.000 SQYD| 0.53000 66250.00| 0.54000 67500.00| 0.51000 63750.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 6000.000 GAL | 0.60000 3600.00| 0.85000 5100.00| 0.78000 4680.00 Tack Coat | | | 0050 429A200 7100.000 TON | 26.55000 188505.00| 28.25000 200575.00| 32.18000 228478.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A206 5000.000 TON | 26.00000 130000.00| 27.45000 137250.00| 29.78000 148900.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 429B201 14.000 TON | 40.00000 560.00| 150.00000 2100.00| 140.00000 1960.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0080 429B205 500.000 TON | 40.00000 20000.00| 80.00000 40000.00| 68.06000 34030.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429B212 2850.000 TON | 27.20000 77520.00| 26.50000 75525.00| 29.64000 84474.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 530A006 64.000 LF | 81.25000 5200.00| 73.32000 4692.48| 115.00000 7360.00 48" Roadway Pipe (Class 3 R.C.) | | | 0110 530A101 40.000 LF | 36.50000 1460.00| 27.35000 1094.00| 40.00000 1600.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0120 530A102 16.000 LF | 38.00000 608.00| 33.95000 543.20| 46.00000 736.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020531030 COUNTIES : BULLOCK LETTING DATE : 05/31/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01018 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 530A104 16.000 LF | 53.00000 848.00| 51.50000 824.00| 75.00000 1200.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0140 600A000 LUMP| 37150.00000 37150.00| 19000.00000 19000.00| 15000.00000 15000.00 Mobilization | | | 0150 610C001 120.000 TON | 28.75000 3450.00| 26.00000 3120.00| 50.00000 6000.00 Loose Riprap, Class 2 | | | 0160 610D003 120.000 SQYD| 1.50000 180.00| 1.24000 148.80| 3.00000 360.00 Filter Blanket, Geotextile | | | 0170 619A002 2.000 EACH| 475.00000 950.00| 45.00000 90.00| 425.00000 850.00 18" Roadway Pipe End Treatment, Class 1 | | | 0180 619A003 2.000 EACH| 525.00000 1050.00| 575.00000 1150.00| 650.00000 1300.00 24" Roadway Pipe End Treatment, Class 1 | | | 0190 619A005 1.000 EACH| 875.00000 875.00| 845.00000 845.00| 850.00000 850.00 36" Roadway Pipe End Treatment, Class 1 | | | 0200 619A057 2.000 EACH| 2100.00000 4200.00| 2100.00000 4200.00| 2000.00000 4000.00 48" Roadway Pipe End Treatment, Class 2 | | | 0210 620A000 2.000 CUYD| 725.00000 1450.00| 750.00000 1500.00| 500.00000 1000.00 Minor Structure Concrete | | | 0220 630A001 100.000 LF | 13.50000 1350.00| 13.50000 1350.00| 13.50000 1350.00 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C022 4.000 EACH| 1450.00000 5800.00| 1450.00000 5800.00| 1450.00000 5800.00 Guardrail End Anchor, Type Special | | | 0240 630C070 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0250 631B000 90.000 EACH| 25.00000 2250.00| 25.00000 2250.00| 25.00000 2250.00 New Steel Posts Set | | | 0260 631F005 570.000 LF | 8.50000 4845.00| 8.50000 4845.00| 8.50000 4845.00 Steel Beam Guardrail Class B, Type 2 | | | Relocated | | | 0270 652A056 11.000 ACRE| 368.00000 4048.00| 368.00000 4048.00| 368.00000 4048.00 Seeding (Mix 2E) | | | 0280 654A000 69.000 SQYD| 7.00000 483.00| 4.00000 276.00| 4.00000 276.00 Solid Sodding | | | 0290 656A000 11.000 ACRE| 355.00000 3905.00| 355.00000 3905.00| 355.00000 3905.00 Mulching, Class A, Type 1 | | | 0300 665F000 250.000 EACH| 4.00000 1000.00| 4.00000 1000.00| 4.00000 1000.00 Hay Bales | | | 0310 665J000 500.000 LF | 2.95000 1475.00| 2.95000 1475.00| 2.95000 1475.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020531030 COUNTIES : BULLOCK LETTING DATE : 05/31/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01018 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701A030 21.000 MILE| 590.00000 12390.00| 590.00000 12390.00| 590.00000 12390.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0330 701A034 14.000 MILE| 590.00000 8260.00| 590.00000 8260.00| 590.00000 8260.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0340 701A044 7.000 MILE| 280.00000 1960.00| 280.00000 1960.00| 280.00000 1960.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0350 701C000 21.000 MILE| 250.00000 5250.00| 250.00000 5250.00| 250.00000 5250.00 Broken Temporary Traffic Stripe | | | 0360 701C001 42.000 MILE| 270.00000 11340.00| 270.00000 11340.00| 270.00000 11340.00 Solid Temporary Traffic Stripe | | | 0370 703A004 160.000 SQFT| 1.60000 256.00| 1.60000 256.00| 1.60000 256.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0380 705A032 440.000 EACH| 4.50000 1980.00| 4.50000 1980.00| 4.50000 1980.00 Pavement Markers, Class A-H, Type 1-B | | | 0390 705A037 925.000 EACH| 4.70000 4347.50| 4.70000 4347.50| 4.70000 4347.50 Pavement Markers, Class A-H, Type 2-D | | | 0400 740B000 240.000 SQFT| 5.75000 1380.00| 8.25000 1980.00| 7.42000 1780.80 Construction Signs | | | 0410 740E000 50.000 EACH| 12.00000 600.00| 10.00000 500.00| 0.00000 0.00 Cones (36 Inches High) | | | 0420 740O000 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 Pilot Car | | | SECTION TOTALS | $ 664,298.50| $ 669,099.78| $ 745,857.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 664,298.50| $ 669,099.78| $ 745,857.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20020531031 COUNTIES : TALLAPOOSA LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0022(500) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#22 from the bridge over the Norfolk Southern Railroad bridge in Alexander City to S.R.#49 north of New Site. Length 11.916 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,148,692.78 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020531031 COUNTIES : TALLAPOOSA LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 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 209A000 43.000 EACH| 107.73000 4632.39| | Mailbox Reset, Single | | | 0020 401B100 198113.000 SQYD| 0.69000 136697.97| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 400.000 GAL | 1.29000 516.00| | Tack Coat | | | 0040 408A051 194608.000 SQYD| 0.97000 188769.76| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 408A052 3505.000 SQYD| 2.85000 9989.25| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A361 16650.000 TON | 33.39000 555943.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 400.000 TON | 45.43000 18172.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A370 100.000 TON | 90.00000 9000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 250.000 TON | 67.41000 16852.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B043 510.000 TON | 21.62000 11026.20| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0110 600A000 LUMP| 62735.05000 62735.05| | Mobilization | | | 0120 701A028 19.000 MILE| 1394.23000 26490.37| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020531031 COUNTIES : TALLAPOOSA LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A041 5.000 MILE| 1151.75000 5758.75| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701A046 4.000 MILE| 1151.75000 4607.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 18.000 MILE| 1794.31000 32297.58| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 462.000 LF | 1.45000 669.90| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 16.000 MILE| 315.22000 5043.52| | Broken Temporary Traffic Stripe | | | 0180 701C001 57.000 MILE| 412.20000 23495.40| | Solid Temporary Traffic Stripe | | | 0190 703A002 3945.000 SQFT| 2.66000 10493.70| | Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 291.000 SQFT| 3.51000 1021.41| | Traffic Control Legends, Class 2, Type | | | 0210 703D001 100.000 SQFT| 1.81000 181.00| | Temporary Traffic Control Markings | | | 0220 740B000 1217.000 SQFT| 9.32000 11342.44| | Construction Signs | | | 0230 740E000 225.000 EACH| 12.21000 2747.25| | Cones (36 Inches High) | | | 0240 740M001 225.000 EACH| 7.71000 1734.75| | Ballast For Cone | | | 0250 740O000 1.000 EACH| 7887.84000 7887.84| | Pilot Car | | | 0260 741C010 1.000 EACH| 587.25000 587.25| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,148,692.78| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,148,692.78| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20020531032 COUNTIES : MADISON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-CN02(904) for constructing the Roadway and Intersection Improvements at various locations in the city of Huntsville as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,290,653.94 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020531032 COUNTIES : MADISON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 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 206C001 70.000 SQYD| 19.24000 1346.80| | Removing Concrete Pavement | | | 0020 206C004 400.000 SQYD| 13.47000 5388.00| | Removing Concrete Crosswalk | | | 0030 206D003 2525.000 LF | 8.54000 21563.50| | Removing Curb And Gutter | | | 0040 206D004 80.000 LF | 33.67000 2693.60| | Removing Railroad Tracks | | | 0050 405A000 15789.000 GAL | 1.46000 23051.94| | Tack Coat | | | 0060 408A053 157887.000 SQYD| 1.88000 296827.56| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0070 408A054 12000.000 SQYD| 3.29000 39480.00| | Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0080 424A360 12895.000 TON | 46.26000 596522.70| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B659 1800.000 TON | 41.33000 74394.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B004 95.000 TON | 16.07000 1526.65| | Aggregate Surfacing (ALDOT #810) | | | 0110 600A000 LUMP| 66527.31000 66527.31| | Mobilization | | | 0120 618B000 130.000 SQYD| 29.41000 3823.30| | Concrete Driveway, 4" Thick | | | 0130 623A001 60.000 LF | 52.33000 3139.80| | Concrete Gutter (Valley) | | | 0140 623C000 2525.000 LF | 17.06000 43076.50| | Combination Curb & Gutter, Type C | | | 0150 701A031 5.000 MILE| 1080.00000 5400.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020531032 COUNTIES : MADISON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A035 10.000 MILE| 1188.00000 11880.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A040 7.000 MILE| 621.00000 4347.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701A045 4.000 MILE| 621.00000 2484.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701B005 800.000 LF | 0.54000 432.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0200 703A002 21421.000 SQFT| 1.94000 41556.74| | Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 2389.000 SQFT| 3.02000 7214.78| | Traffic Control Legends, Class 2, Type | | | 0220 705A031 535.000 EACH| 5.35000 2862.25| | Pavement Markers, Class A-H, Type 1-A | | | 0230 705A037 950.000 EACH| 5.35000 5082.50| | Pavement Markers, Class A-H, Type 2-D | | | 0240 730H001 1840.000 LF | 2.65000 4876.00| | Loop Wire | | | 0250 740B000 678.000 SQFT| 20.69000 14027.82| | Construction Signs | | | 0260 740E000 100.000 EACH| 13.05000 1305.00| | Cones (36 Inches High) | | | 0270 740F002 4.000 EACH| 254.39000 1017.56| | Barricades, Type III | | | 0280 740I005 4.000 EACH| 190.79000 763.16| | Warning Lights, Type B (Detachable Head | | | 0290 740M001 100.000 EACH| 8.24000 824.00| | Ballast For Cone | | | 0300 741C010 1.000 EACH| 7219.47000 7219.47| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,290,653.94| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,290,653.94| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20020531033 COUNTIES : BARBOUR LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0300(201) for constructing the Bridge Replacements (Precast) on ACGBBR-0321(200) various County ACGBBRZ-0300(202) Roads as indicated on the plans. Length - 0.055 mi. OTHERS SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 643,479.03 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 649,750.58 100.9746% 3 06001 F & W CONSTRUCTION COMPANY, INC. $ 662,154.00 102.9022% 4 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 663,155.87 103.0579% 5 12019 LEVERETT CONSTRUCTION COMPANY $ 686,530.00 106.6903% 6 14008 NEWELL & BUSH, INC. $ 692,558.00 107.6271% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020531033 COUNTIES : BARBOUR LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 06001 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |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 210A000 120.000 CUYD| 5.00000 600.00| 8.00000 960.00| 15.00000 1800.00 Unclassified Excavation | | | 0020 502A000 248.000 LB | 1.00000 248.00| 2.50000 620.00| 0.50000 124.00 Steel Reinforcement | | | 0030 505M000 3840.000 LF | 20.00000 76800.00| 20.00000 76800.00| 8.00000 30720.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0040 505M002 200.000 LF | 21.00000 4200.00| 24.00000 4800.00| 10.00000 2000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 507A000 8.000 EACH| 2520.00000 20160.00| 1450.00000 11600.00| 5000.00000 40000.00 Wire Rope Abutment Anchor Assembly | | | 0060 510A000 31.000 CUYD| 400.00000 12400.00| 500.00000 15500.00| 300.00000 9300.00 Bridge Substructure Concrete, Class A | | | 0070 511A000 143.000 EACH| 80.65000 11532.95| 50.00000 7150.00| 70.00000 10010.00 Elastomeric Bearings, Type 1 | | | 0080 512A014 8.000 EACH| 3666.45000 29331.60| 3600.00000 28800.00| 2500.00000 20000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0090 512B004 5.000 EACH| 3579.80000 17899.00| 3540.00000 17700.00| 2800.00000 14000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0100 512C004 54.000 EACH| 3600.16000 194408.64| 2895.00000 156330.00| 3000.00000 162000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0110 512C007 18.000 EACH| 3757.17000 67629.06| 3125.00000 56250.00| 3100.00000 55800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0120 512D002 16.000 EACH| 4091.44000 65463.04| 3160.00000 50560.00| 2600.00000 41600.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0130 512D005 2.000 EACH| 4098.27000 8196.54| 3165.00000 6330.00| 2600.00000 5200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0140 512E000 24.000 EACH| 305.26000 7326.24| 715.00000 17160.00| 300.00000 7200.00 Precast Concrete Abutment Panels, Type | | | A1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020531033 COUNTIES : BARBOUR LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 06001 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512E001 40.000 EACH| 358.22000 14328.80| 750.00000 30000.00| 350.00000 14000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0160 512F000 12.000 EACH| 497.78000 5973.36| 845.00000 10140.00| 500.00000 6000.00 Precast Concrete Wing Panels, Type W1 | | | 0170 512F001 20.000 EACH| 601.89000 12037.80| 915.00000 18300.00| 600.00000 12000.00 Precast Concrete Wing Panels, Type W2 | | | 0180 512G000 16.000 EACH| 559.00000 8944.00| 885.00000 14160.00| 600.00000 9600.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 40000.00000 40000.00| 82990.58000 82990.58| 158000.00000 158000.00 Mobilization | | | 0200 630C003 16.000 EACH| 1100.00000 17600.00| 975.00000 15600.00| 1300.00000 20800.00 Guardrail End Anchor, Type 13 | | | 0210 630C070 16.000 EACH| 1400.00000 22400.00| 1375.00000 22000.00| 2000.00000 32000.00 Guardrail End Anchor, Type 10 Series | | | 0220 680A000 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 10000.00000 10000.00 Engineering Controls | | | SECTION TOTALS | $ 643,479.03| $ 649,750.58| $ 662,154.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 643,479.03| $ 649,750.58| $ 662,154.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020531033 COUNTIES : BARBOUR LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 12019 |( 6 ) 14008 |CLARK CONSTRUCTION CO., INC |LEVERETT CONSTRUCTION COMPA |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210A000 120.000 CUYD| 7.00000 840.00| 5.00000 600.00| 8.00000 960.00 Unclassified Excavation | | | 0020 502A000 248.000 LB | 1.55000 384.40| 10.00000 2480.00| 1.00000 248.00 Steel Reinforcement | | | 0030 505M000 3840.000 LF | 25.00000 96000.00| 20.00000 76800.00| 21.00000 80640.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0040 505M002 200.000 LF | 30.00000 6000.00| 22.00000 4400.00| 24.00000 4800.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 507A000 8.000 EACH| 2100.00000 16800.00| 4500.00000 36000.00| 2500.00000 20000.00 Wire Rope Abutment Anchor Assembly | | | 0060 510A000 31.000 CUYD| 520.00000 16120.00| 450.00000 13950.00| 500.00000 15500.00 Bridge Substructure Concrete, Class A | | | 0070 511A000 143.000 EACH| 65.00000 9295.00| 100.00000 14300.00| 70.00000 10010.00 Elastomeric Bearings, Type 1 | | | 0080 512A014 8.000 EACH| 3600.00000 28800.00| 4000.00000 32000.00| 3800.00000 30400.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0090 512B004 5.000 EACH| 3900.00000 19500.00| 4000.00000 20000.00| 3200.00000 16000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0100 512C004 54.000 EACH| 3200.00000 172800.00| 4000.00000 216000.00| 3000.00000 162000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0110 512C007 18.000 EACH| 3225.00000 58050.00| 4000.00000 72000.00| 3200.00000 57600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0120 512D002 16.000 EACH| 3450.00000 55200.00| 4000.00000 64000.00| 3600.00000 57600.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0130 512D005 2.000 EACH| 3500.00000 7000.00| 4000.00000 8000.00| 3400.00000 6800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0140 512E000 24.000 EACH| 450.00000 10800.00| 500.00000 12000.00| 700.00000 16800.00 Precast Concrete Abutment Panels, Type | | | A1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020531033 COUNTIES : BARBOUR LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 12019 |( 6 ) 14008 |CLARK CONSTRUCTION CO., INC |LEVERETT CONSTRUCTION COMPA |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512E001 40.000 EACH| 525.00000 21000.00| 500.00000 20000.00| 300.00000 12000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0160 512F000 12.000 EACH| 600.00000 7200.00| 500.00000 6000.00| 600.00000 7200.00 Precast Concrete Wing Panels, Type W1 | | | 0170 512F001 20.000 EACH| 675.00000 13500.00| 500.00000 10000.00| 600.00000 12000.00 Precast Concrete Wing Panels, Type W2 | | | 0180 512G000 16.000 EACH| 700.00000 11200.00| 500.00000 8000.00| 700.00000 11200.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 69441.47000 69441.47| 27000.00000 27000.00| 120000.00000 120000.00 Mobilization | | | 0200 630C003 16.000 EACH| 1100.00000 17600.00| 1100.00000 17600.00| 1100.00000 17600.00 Guardrail End Anchor, Type 13 | | | 0210 630C070 16.000 EACH| 1400.00000 22400.00| 1400.00000 22400.00| 1450.00000 23200.00 Guardrail End Anchor, Type 10 Series | | | 0220 680A000 LUMP| 3225.00000 3225.00| 3000.00000 3000.00| 10000.00000 10000.00 Engineering Controls | | | SECTION TOTALS | $ 663,155.87| $ 686,530.00| $ 692,558.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 663,155.87| $ 686,530.00| $ 692,558.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20020531034 COUNTIES : COFFEE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0484(005) for constructing the Bridge Removal on S.R.#125 at Whitewater Creek in Elba. Length 0.160 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08077 HASTINGS GENERAL CONTRACTING, INC. $ 105,361.39 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 123,958.75 117.6510% 3 12019 LEVERETT CONSTRUCTION COMPANY $ 154,094.92 146.2537% 4 13099 MCINNIS, LLC $ 178,599.50 169.5113% 5 13021 MURPHREE BRIDGE CORPORATION $ 187,267.92 177.7387% 6 06001 F & W CONSTRUCTION COMPANY, INC. $ 197,933.50 187.8615% 7 04009 W. W. DYAR & SONS, INC. $ 204,414.00 194.0122% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020531034 COUNTIES : COFFEE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 18005 |( 3 ) 12019 |HASTINGS GENERAL CONTRACTIN |GRADY RALLS & SONS, INC. |LEVERETT 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| 47777.77000 47777.77| 78000.00000 78000.00| 90000.00000 90000.00 Removal Of Old Bridge, Station 12+56.6 | | | 0020 206C001 520.000 SQYD| 7.77000 4040.40| 15.00000 7800.00| 11.77000 6120.40 Removing Concrete Pavement | | | 0030 206D008 463.000 LF | 7.77000 3597.51| 12.00000 5556.00| 26.54000 12288.02 Removing Retaining Wall | | | 0040 210A000 4165.000 CUYD| 4.77000 19867.05| 2.75000 11453.75| 3.50000 14577.50 Unclassified Excavation | | | 0050 600A000 LUMP| 17777.77000 17777.77| 5000.00000 5000.00| 12000.00000 12000.00 Mobilization | | | 0060 652A061 1.000 ACRE| 777.77000 777.77| 425.00000 425.00| 500.00000 500.00 Seeding (Mix 3E) | | | 0070 656A000 1.000 ACRE| 577.77000 577.77| 415.00000 415.00| 500.00000 500.00 Mulching, Class A, Type 1 | | | 0080 665F000 325.000 EACH| 3.77000 1225.25| 5.00000 1625.00| 5.00000 1625.00 Hay Bales | | | 0090 665J000 1200.000 LF | 1.77000 2124.00| 3.25000 3900.00| 3.50000 4200.00 Silt Fence, Type A | | | 0100 680A000 LUMP| 777.77000 777.77| 100.00000 100.00| 2000.00000 2000.00 Engineering Controls | | | 0110 713A000 60.000 LF | 12.77000 766.20| 100.00000 6000.00| 100.00000 6000.00 Permanent Barricades | | | 0120 740B000 157.000 SQFT| 14.77000 2318.89| 12.00000 1884.00| 12.00000 1884.00 Construction Signs | | | 0130 740F002 8.000 EACH| 377.77000 3022.16| 150.00000 1200.00| 225.00000 1800.00 Barricades, Type III | | | 0140 740I002 4.000 EACH| 177.77000 711.08| 150.00000 600.00| 150.00000 600.00 Warning Lights, Type B | | | SECTION TOTALS | $ 105,361.39| $ 123,958.75| $ 154,094.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 105,361.39| $ 123,958.75| $ 154,094.92 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020531034 COUNTIES : COFFEE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 13021 |( 6 ) 06001 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |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 206A000 LUMP| 108500.00000 108500.00| 122000.00000 122000.00| 150000.00000 150000.00 Removal Of Old Bridge, Station 12+56.6 | | | 0020 206C001 520.000 SQYD| 5.00000 2600.00| 5.00000 2600.00| 5.00000 2600.00 Removing Concrete Pavement | | | 0030 206D008 463.000 LF | 20.00000 9260.00| 25.50000 11806.50| 15.00000 6945.00 Removing Retaining Wall | | | 0040 210A000 4165.000 CUYD| 2.30000 9579.50| 2.30000 9579.50| 2.30000 9579.50 Unclassified Excavation | | | 0050 600A000 LUMP| 24765.00000 24765.00| 21544.73000 21544.73| 15000.00000 15000.00 Mobilization | | | 0060 652A061 1.000 ACRE| 750.00000 750.00| 480.00000 480.00| 450.00000 450.00 Seeding (Mix 3E) | | | 0070 656A000 1.000 ACRE| 750.00000 750.00| 480.00000 480.00| 450.00000 450.00 Mulching, Class A, Type 1 | | | 0080 665F000 325.000 EACH| 5.00000 1625.00| 4.50000 1462.50| 5.00000 1625.00 Hay Bales | | | 0090 665J000 1200.000 LF | 5.00000 6000.00| 3.30000 3960.00| 4.50000 5400.00 Silt Fence, Type A | | | 0100 680A000 LUMP| 3000.00000 3000.00| 4345.00000 4345.00| 1000.00000 1000.00 Engineering Controls | | | 0110 713A000 60.000 LF | 120.00000 7200.00| 100.00000 6000.00| 20.00000 1200.00 Permanent Barricades | | | 0120 740B000 157.000 SQFT| 10.00000 1570.00| 7.37000 1157.09| 12.00000 1884.00 Construction Signs | | | 0130 740F002 8.000 EACH| 250.00000 2000.00| 157.89000 1263.12| 150.00000 1200.00 Barricades, Type III | | | 0140 740I002 4.000 EACH| 250.00000 1000.00| 147.37000 589.48| 150.00000 600.00 Warning Lights, Type B | | | SECTION TOTALS | $ 178,599.50| $ 187,267.92| $ 197,933.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 178,599.50| $ 187,267.92| $ 197,933.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020531034 COUNTIES : COFFEE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 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| 125000.00000 125000.00| | Removal Of Old Bridge, Station 12+56.6 | | | 0020 206C001 520.000 SQYD| 13.25000 6890.00| | Removing Concrete Pavement | | | 0030 206D008 463.000 LF | 30.00000 13890.00| | Removing Retaining Wall | | | 0040 210A000 4165.000 CUYD| 5.00000 20825.00| | Unclassified Excavation | | | 0050 600A000 LUMP| 16000.00000 16000.00| | Mobilization | | | 0060 652A061 1.000 ACRE| 1500.00000 1500.00| | Seeding (Mix 3E) | | | 0070 656A000 1.000 ACRE| 800.00000 800.00| | Mulching, Class A, Type 1 | | | 0080 665F000 325.000 EACH| 5.00000 1625.00| | Hay Bales | | | 0090 665J000 1200.000 LF | 4.00000 4800.00| | Silt Fence, Type A | | | 0100 680A000 LUMP| 2000.00000 2000.00| | Engineering Controls | | | 0110 713A000 60.000 LF | 110.00000 6600.00| | Permanent Barricades | | | 0120 740B000 157.000 SQFT| 12.00000 1884.00| | Construction Signs | | | 0130 740F002 8.000 EACH| 250.00000 2000.00| | Barricades, Type III | | | 0140 740I002 4.000 EACH| 150.00000 600.00| | Warning Lights, Type B | | | SECTION TOTALS | $ 204,414.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 204,414.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20020531038 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-0825(200) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Nunnally Lake Road over Unknown Creek north of Ohatchee. Length - 0.140 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16048 WALKER PATTON COMPANY, INC. $ 223,906.17 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 233,283.85 104.1882% 3 23044 WARE CONSTRUCTION CO., INC. $ 247,784.07 110.6642% 4 16032 PRICHARD CONSTRUCTION COMPANY $ 254,702.00 113.7539% 5 16016 JOHN PLOTT COMPANY, INC. $ 290,160.83 129.5904% 6 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 329,552.27 147.1832% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020531038 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 04009 |( 3 ) 23044 |WALKER PATTON COMPANY, INC. |W. W. DYAR & SONS, INC. |WARE 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| 4000.00000 4000.00| 5500.00000 5500.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 9184.00000 9184.00| 8750.00000 8750.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 14+81.94 | | | 0030 210A000 1259.000 CUYD| 3.00000 3777.00| 6.30000 7931.70| 8.25000 10386.75 Unclassified Excavation | | | 0040 210D001 646.000 CUYD| 4.50000 2907.00| 10.80000 6976.80| 11.00000 7106.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 257.000 CUYD| 38.69000 9943.33| 8.00000 2056.00| 12.00000 3084.00 Structure Excavation | | | 0060 214B001 386.000 CUYD| 20.33000 7847.38| 28.00000 10808.00| 18.00000 6948.00 Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 800.00000 6400.00| 550.00000 4400.00| 950.00000 7600.00 Roadbed Processing | | | 0080 301A012 1730.000 SQYD| 7.50000 12975.00| 5.80000 10034.00| 8.15000 14099.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1730.000 SQYD| 1.35000 2335.50| 0.55000 951.50| 1.35000 2335.50 Bituminous Treatment A | | | 0100 405A000 52.000 GAL | 3.00000 156.00| 2.20000 114.40| 3.00000 156.00 Tack Coat | | | 0110 424A340 91.000 TON | 75.00000 6825.00| 75.00000 6825.00| 75.00000 6825.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 289.000 TON | 56.25000 16256.25| 64.00000 18496.00| 56.25000 16256.25 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 33.000 TON | 12.50000 412.50| 20.00000 660.00| 35.00000 1155.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 50267.000 LB | 0.50000 25133.50| 0.50000 25133.50| 0.46000 23122.82 Steel Reinforcement | | | 0150 524A011 256.000 CUYD| 296.66000 75944.96| 290.00000 74240.00| 280.00000 71680.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020531038 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 04009 |( 3 ) 23044 |WALKER PATTON COMPANY, INC. |W. W. DYAR & SONS, INC. |WARE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 16140.00000 16140.00| 17000.00000 17000.00| 23150.00000 23150.00 Mobilization | | | 0170 610C001 190.000 TON | 22.25000 4227.50| 31.00000 5890.00| 19.50000 3705.00 Loose Riprap, Class 2 | | | 0180 610D000 149.000 SQYD| 2.50000 372.50| 3.30000 491.70| 1.25000 186.25 Filter Blanket | | | 0190 635A001 742.000 LF | 5.00000 3710.00| 7.35000 5453.70| 4.50000 3339.00 Woven Wire Fence (Metal Post) | | | 0200 650A000 100.000 CUYD| 0.01000 1.00| 13.25000 1325.00| 12.00000 1200.00 Topsoil | | | 0210 650B000 659.000 CUYD| 3.50000 2306.50| 6.45000 4250.55| 5.00000 3295.00 Topsoil From Stockpiles | | | 0220 652A053 1.000 ACRE| 750.00000 750.00| 1100.00000 1100.00| 900.00000 900.00 Seeding (Mix 1E) | | | 0230 656A000 1.000 ACRE| 550.00000 550.00| 825.00000 825.00| 900.00000 900.00 Mulching, Class A, Type 1 | | | 0240 665F000 50.000 EACH| 5.00000 250.00| 5.50000 275.00| 5.00000 250.00 Hay Bales | | | 0250 665J000 200.000 LF | 2.50000 500.00| 4.40000 880.00| 5.00000 1000.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 3500.00000 3500.00| 3000.00000 3000.00| 8130.00000 8130.00 Engineering Controls | | | 0270 701A031 1.000 MILE| 1650.00000 1650.00| 2200.00000 2200.00| 2250.00000 2250.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0280 701A035 1.000 MILE| 1650.00000 1650.00| 2200.00000 2200.00| 2250.00000 2250.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0290 701C001 1.000 MILE| 450.00000 450.00| 715.00000 715.00| 750.00000 750.00 Solid Temporary Traffic Stripe | | | 0300 705A037 19.000 EACH| 5.25000 99.75| 11.00000 209.00| 20.00000 380.00 Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 166.000 SQFT| 7.25000 1203.50| 12.00000 1992.00| 14.00000 2324.00 Construction Signs | | | 0320 740F002 8.000 EACH| 225.00000 1800.00| 250.00000 2000.00| 285.00000 2280.00 Barricades, Type III | | | 0330 740I005 4.000 EACH| 162.00000 648.00| 150.00000 600.00| 185.00000 740.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 223,906.17| $ 233,283.85| $ 247,784.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 223,906.17| $ 233,283.85| $ 247,784.07 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020531038 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 16016 |( 6 ) 20011 |PRICHARD CONSTRUCTION COMPA |JOHN PLOTT COMPANY, INC. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 12000.00000 12000.00| 6220.00000 6220.00| 50000.00000 50000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 10850.00000 10850.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 14+81.94 | | | 0030 210A000 1259.000 CUYD| 6.00000 7554.00| 6.50000 8183.50| 6.00000 7554.00 Unclassified Excavation | | | 0040 210D001 646.000 CUYD| 10.00000 6460.00| 14.90000 9625.40| 10.00000 6460.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 257.000 CUYD| 8.00000 2056.00| 62.50000 16062.50| 10.00000 2570.00 Structure Excavation | | | 0060 214B001 386.000 CUYD| 30.00000 11580.00| 29.00000 11194.00| 20.00000 7720.00 Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 1150.00000 9200.00| 1235.00000 9880.00| 300.00000 2400.00 Roadbed Processing | | | 0080 301A012 1730.000 SQYD| 9.15000 15829.50| 10.60000 18338.00| 5.00000 8650.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1730.000 SQYD| 2.35000 4065.50| 1.75000 3027.50| 1.49000 2577.70 Bituminous Treatment A | | | 0100 405A000 52.000 GAL | 4.00000 208.00| 3.90000 202.80| 3.30000 171.60 Tack Coat | | | 0110 424A340 91.000 TON | 85.00000 7735.00| 97.50000 8872.50| 82.50000 7507.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 289.000 TON | 61.00000 17629.00| 73.15000 21140.35| 61.88000 17883.32 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 33.000 TON | 30.00000 990.00| 21.50000 709.50| 20.00000 660.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 50267.000 LB | 0.50000 25133.50| 0.49000 24630.83| 0.45000 22620.15 Steel Reinforcement | | | 0150 524A011 256.000 CUYD| 300.00000 76800.00| 336.50000 86144.00| 300.00000 76800.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020531038 COUNTIES : CALHOUN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 16016 |( 6 ) 20011 |PRICHARD CONSTRUCTION COMPA |JOHN PLOTT COMPANY, INC. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 10000.00000 10000.00| 18180.00000 18180.00| 60000.00000 60000.00 Mobilization | | | 0170 610C001 190.000 TON | 30.00000 5700.00| 27.30000 5187.00| 25.00000 4750.00 Loose Riprap, Class 2 | | | 0180 610D000 149.000 SQYD| 6.50000 968.50| 2.10000 312.90| 5.00000 745.00 Filter Blanket | | | 0190 635A001 742.000 LF | 6.00000 4452.00| 5.20000 3858.40| 5.00000 3710.00 Woven Wire Fence (Metal Post) | | | 0200 650A000 100.000 CUYD| 6.00000 600.00| 9.10000 910.00| 10.00000 1000.00 Topsoil | | | 0210 650B000 659.000 CUYD| 8.00000 5272.00| 5.85000 3855.15| 8.00000 5272.00 Topsoil From Stockpiles | | | 0220 652A053 1.000 ACRE| 1000.00000 1000.00| 1300.00000 1300.00| 1200.00000 1200.00 Seeding (Mix 1E) | | | 0230 656A000 1.000 ACRE| 1000.00000 1000.00| 975.00000 975.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0240 665F000 50.000 EACH| 9.00000 450.00| 6.50000 325.00| 5.00000 250.00 Hay Bales | | | 0250 665J000 200.000 LF | 8.00000 1600.00| 3.30000 660.00| 6.00000 1200.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 6000.00000 6000.00| 7320.00000 7320.00| 15000.00000 15000.00 Engineering Controls | | | 0270 701A031 1.000 MILE| 2200.00000 2200.00| 2600.00000 2600.00| 2750.00000 2750.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0280 701A035 1.000 MILE| 2200.00000 2200.00| 2600.00000 2600.00| 2750.00000 2750.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0290 701C001 1.000 MILE| 750.00000 750.00| 845.00000 845.00| 550.00000 550.00 Solid Temporary Traffic Stripe | | | 0300 705A037 19.000 EACH| 11.00000 209.00| 13.00000 247.00| 11.00000 209.00 Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 166.000 SQFT| 10.00000 1660.00| 10.75000 1784.50| 12.00000 1992.00 Construction Signs | | | 0320 740F002 8.000 EACH| 250.00000 2000.00| 320.00000 2560.00| 300.00000 2400.00 Barricades, Type III | | | 0330 740I005 4.000 EACH| 350.00000 1400.00| 390.00000 1560.00| 300.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 254,702.00| $ 290,160.83| $ 329,552.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 254,702.00| $ 290,160.83| $ 329,552.27 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20020531041 COUNTIES : CHOCTAW LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1201(200) for constructing the Resurfacing and Traffic Stripe on C.R.#31 from the Washington County line to Bladon Springs. Length 2.325 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 142,308.85 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 152,184.26 106.9394% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020531041 COUNTIES : CHOCTAW LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |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 405A000 820.000 GAL | 0.90000 738.00| 1.17000 959.40| Tack Coat | | | 0020 424A341 2087.000 TON | 34.95000 72940.65| 35.61000 74318.07| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424B643 1366.000 TON | 36.05000 49244.30| 36.89000 50391.74| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 600A000 LUMP| 3800.00000 3800.00| 9812.49000 9812.49| Mobilization | | | 0050 701A031 5.000 MILE| 861.25000 4306.25| 912.45000 4562.25| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0060 701A035 3.000 MILE| 981.20000 2943.60| 1039.50000 3118.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0070 701A045 3.000 MILE| 708.65000 2125.95| 750.75000 2252.25| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701C000 5.000 MILE| 218.05000 1090.25| 231.00000 1155.00| Broken Temporary Traffic Stripe | | | 0090 701C001 5.000 MILE| 272.55000 1362.75| 288.75000 1443.75| Solid Temporary Traffic Stripe | | | 0100 703A002 60.000 SQFT| 12.00000 720.00| 12.70000 762.00| Traffic Control Markings, Class 2, Type | | | A | | | 0110 740B000 150.000 SQFT| 11.40000 1710.00| 12.23000 1834.50| Construction Signs | | | 0120 740O000 1.000 EACH| 1327.10000 1327.10| 1574.31000 1574.31| Pilot Car | | | SECTION TOTALS | $ 142,308.85| $ 152,184.26| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 142,308.85| $ 152,184.26| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20020531042 COUNTIES : CHOCTAW LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1209(200) for constructing the Resurfacing on C.R.#3 from Aquilla to U.S.#84 (S.R.#12). Length - 4.650 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 235,664.00 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 246,167.01 104.4568% 3 19100 SOUTHWEST ALABAMA CONSTRUCTION, LLC $ 301,517.66 127.9439% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020531042 COUNTIES : CHOCTAW LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 19100 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |SOUTHWEST ALABAMA CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 1639.000 GAL | 0.90000 1475.10| 1.17000 1917.63| 0.85000 1393.15 Tack Coat | | | 0020 424A341 4132.000 TON | 36.85000 152264.20| 37.53000 155073.96| 43.75000 180775.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424B643 1364.000 TON | 38.30000 52241.20| 38.76000 52868.64| 44.37000 60520.68 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 600A000 LUMP| 5000.00000 5000.00| 10294.76000 10294.76| 17736.33000 17736.33 Mobilization | | | 0050 701A031 10.000 MILE| 860.90000 8609.00| 912.44000 9124.40| 1650.00000 16500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0060 701A035 5.000 MILE| 980.75000 4903.75| 1039.49000 5197.45| 1750.00000 8750.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0070 701A045 5.000 MILE| 708.35000 3541.75| 750.74000 3753.70| 1650.00000 8250.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701C000 7.000 MILE| 217.95000 1525.65| 231.00000 1617.00| 350.00000 2450.00 Broken Temporary Traffic Stripe | | | 0090 701C001 7.000 MILE| 272.45000 1907.15| 288.75000 2021.25| 225.00000 1575.00 Solid Temporary Traffic Stripe | | | 0100 703A002 60.000 SQFT| 12.00000 720.00| 12.70000 762.00| 6.75000 405.00 Traffic Control Markings, Class 2, Type | | | A | | | 0110 740B000 150.000 SQFT| 12.15000 1822.50| 11.58000 1737.00| 12.75000 1912.50 Construction Signs | | | 0120 740O000 1.000 EACH| 1653.70000 1653.70| 1799.22000 1799.22| 1250.00000 1250.00 Pilot Car | | | SECTION TOTALS | $ 235,664.00| $ 246,167.01| $ 301,517.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 235,664.00| $ 246,167.01| $ 301,517.66 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20020531043 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 155 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2000(206) for constructing the Bridge Replacements (4) (Precast) at various sites as indicated on the plans. Length - 0.059 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 824,054.00 100.0000% 2 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 828,490.00 100.5383% 3 13092 MCCLAIN CONTRACTING COMPANY, INC. $ 874,453.00 106.1160% 4 23072 WOODLANDS SPECIALISTS, INC. $ 888,482.00 107.8184% 5 13099 MCINNIS, LLC $ 893,707.35 108.4525% 6 03047 CARTER'S CONTRACTING SERVICES, INC. $ 896,183.50 108.7530% 7 14008 NEWELL & BUSH, INC. $ 961,163.50 116.6384% 8 13021 MURPHREE BRIDGE CORPORATION $ 978,267.90 118.7141% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020531043 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 14005 |( 3 ) 13092 |F & W CONSTRUCTION CO., INC |G. W. NORRELL CONTRACTING C |MCCLAIN CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| 12000.00000 12000.00 Removal Of Old Bridge, Station 7+71.50 | | | SITE 1 | | | 0020 206A001 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 4+77.92 | | | SITE 2 | | | 0030 206A002 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 14+13.31 | | | SITE 3 | | | 0040 206A003 LUMP| 30000.00000 30000.00| 10000.00000 10000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 12+31.96 | | | SITE 4 | | | 0050 210A000 3156.000 CUYD| 1.00000 3156.00| 5.00000 15780.00| 3.50000 11046.00 Unclassified Excavation | | | 0060 502A000 153.000 LB | 3.00000 459.00| 1.00000 153.00| 1.00000 153.00 Steel Reinforcement | | | 0070 505A032 4.000 EACH| 2000.00000 8000.00| 1500.00000 6000.00| 2000.00000 8000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 4.000 EACH| 2000.00000 8000.00| 500.00000 2000.00| 2000.00000 8000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 6625.000 LF | 10.00000 66250.00| 20.00000 132500.00| 24.00000 159000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 8.000 EACH| 3000.00000 24000.00| 1500.00000 12000.00| 1650.00000 13200.00 Wire Rope Abutment Anchor Assembly | | | 0110 510A000 34.000 CUYD| 250.00000 8500.00| 300.00000 10200.00| 465.00000 15810.00 Bridge Substructure Concrete, Class A | | | 0120 511A000 143.000 EACH| 75.00000 10725.00| 75.00000 10725.00| 75.00000 10725.00 Elastomeric Bearings, Type 1 | | | 0130 512A014 4.000 EACH| 2800.00000 11200.00| 2500.00000 10000.00| 2850.00000 11400.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512A015 4.000 EACH| 3000.00000 12000.00| 2600.00000 10400.00| 3225.00000 12900.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020531043 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 14005 |( 3 ) 13092 |F & W CONSTRUCTION CO., INC |G. W. NORRELL CONTRACTING C |MCCLAIN CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512B004 1.000 EACH| 3000.00000 3000.00| 2700.00000 2700.00| 3400.00000 3400.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512B010 4.000 EACH| 3000.00000 12000.00| 2800.00000 11200.00| 3450.00000 13800.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long (Modified) | | | 0170 512C004 48.000 EACH| 2500.00000 120000.00| 2400.00000 115200.00| 2575.00000 123600.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0180 512C007 16.000 EACH| 2750.00000 44000.00| 2500.00000 40000.00| 2550.00000 40800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0190 512C017 6.000 EACH| 3200.00000 19200.00| 2800.00000 16800.00| 3250.00000 19500.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512C025 2.000 EACH| 3400.00000 6800.00| 3200.00000 6400.00| 3650.00000 7300.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0210 512D002 12.000 EACH| 3200.00000 38400.00| 2500.00000 30000.00| 2850.00000 34200.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0220 512D005 4.000 EACH| 3200.00000 12800.00| 2500.00000 10000.00| 2900.00000 11600.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0230 512D031 2.000 EACH| 3500.00000 7000.00| 2900.00000 5800.00| 3550.00000 7100.00 Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0240 512E002 72.000 EACH| 600.00000 43200.00| 400.00000 28800.00| 400.00000 28800.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0250 512E008 16.000 EACH| 600.00000 9600.00| 400.00000 6400.00| 475.00000 7600.00 Precast Concrete Abutment Panels, Type | | | A3 (Modified) | | | 0260 512F002 44.000 EACH| 600.00000 26400.00| 550.00000 24200.00| 600.00000 26400.00 Precast Concrete Wing Panels, Type W3 | | | 0270 512G000 16.000 EACH| 600.00000 9600.00| 400.00000 6400.00| 450.00000 7200.00 Precast Concrete Abutment Wing Cap Pane | | | 0280 600A000 LUMP| 60000.00000 60000.00| 32000.00000 32000.00| 45000.00000 45000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020531043 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 14005 |( 3 ) 13092 |F & W CONSTRUCTION CO., INC |G. W. NORRELL CONTRACTING C |MCCLAIN CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 610C001 4512.000 TON | 17.00000 76704.00| 30.00000 135360.00| 27.75000 125208.00 Loose Riprap, Class 2 | | | 0300 610D003 3284.000 SQYD| 1.00000 3284.00| 3.00000 9852.00| 2.00000 6568.00 Filter Blanket, Geotextile | | | 0310 630C003 16.000 EACH| 1150.00000 18400.00| 1200.00000 19200.00| 1250.00000 20000.00 Guardrail End Anchor, Type 13 | | | 0320 630C050 16.000 EACH| 1850.00000 29600.00| 1300.00000 20800.00| 1750.00000 28000.00 Guardrail End Anchor, Type 20 Series | | | 0330 665F000 200.000 EACH| 4.00000 800.00| 3.00000 600.00| 8.00000 1600.00 Hay Bales | | | 0340 665J000 2400.000 LF | 4.50000 10800.00| 3.00000 7200.00| 3.00000 7200.00 Silt Fence, Type A | | | 0350 680A000 LUMP| 2000.00000 2000.00| 8000.00000 8000.00| 3000.00000 3000.00 Engineering Controls | | | 0360 740B000 948.000 SQFT| 12.00000 11376.00| 15.00000 14220.00| 9.75000 9243.00 Construction Signs | | | 0370 740F002 32.000 EACH| 350.00000 11200.00| 400.00000 12800.00| 350.00000 11200.00 Barricades, Type III | | | 0380 740I005 16.000 EACH| 350.00000 5600.00| 300.00000 4800.00| 150.00000 2400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 824,054.00| $ 828,490.00| $ 874,453.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 824,054.00| $ 828,490.00| $ 874,453.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 043 -5 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020531043 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23072 |( 5 ) 13099 |( 6 ) 03047 |WOODLANDS SPECIALISTS, INC. |MCINNIS, LLC |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| 32400.00000 32400.00| 15000.00000 15000.00| 33000.00000 33000.00 Removal Of Old Bridge, Station 7+71.50 | | | SITE 1 | | | 0020 206A001 LUMP| 8640.00000 8640.00| 15000.00000 15000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 4+77.92 | | | SITE 2 | | | 0030 206A002 LUMP| 8640.00000 8640.00| 15000.00000 15000.00| 14000.00000 14000.00 Removal Of Old Bridge, Station 14+13.31 | | | SITE 3 | | | 0040 206A003 LUMP| 10800.00000 10800.00| 15000.00000 15000.00| 33000.00000 33000.00 Removal Of Old Bridge, Station 12+31.96 | | | SITE 4 | | | 0050 210A000 3156.000 CUYD| 8.00000 25248.00| 5.00000 15780.00| 6.00000 18936.00 Unclassified Excavation | | | 0060 502A000 153.000 LB | 39.00000 5967.00| 1.00000 153.00| 0.95000 145.35 Steel Reinforcement | | | 0070 505A032 4.000 EACH| 224.00000 896.00| 2000.00000 8000.00| 2000.00000 8000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 4.000 EACH| 362.00000 1448.00| 2000.00000 8000.00| 2000.00000 8000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 6625.000 LF | 22.00000 145750.00| 22.00000 145750.00| 18.50000 122562.50 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 8.000 EACH| 2266.00000 18128.00| 1461.00000 11688.00| 2000.00000 16000.00 Wire Rope Abutment Anchor Assembly | | | 0110 510A000 34.000 CUYD| 442.00000 15028.00| 400.00000 13600.00| 590.00000 20060.00 Bridge Substructure Concrete, Class A | | | 0120 511A000 143.000 EACH| 58.00000 8294.00| 57.17000 8175.31| 65.00000 9295.00 Elastomeric Bearings, Type 1 | | | 0130 512A014 4.000 EACH| 3911.00000 15644.00| 2893.14000 11572.56| 2600.00000 10400.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512A015 4.000 EACH| 4269.00000 17076.00| 3032.58000 12130.32| 3200.00000 12800.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 043 -6 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020531043 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23072 |( 5 ) 13099 |( 6 ) 03047 |WOODLANDS SPECIALISTS, INC. |MCINNIS, LLC |CARTER'S CONTRACTING SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512B004 1.000 EACH| 6774.00000 6774.00| 3215.48000 3215.48| 3200.00000 3200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512B010 4.000 EACH| 4071.00000 16284.00| 3370.97000 13483.88| 3350.00000 13400.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long (Modified) | | | 0170 512C004 48.000 EACH| 2711.00000 130128.00| 3112.86000 149417.28| 2500.00000 120000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0180 512C007 16.000 EACH| 3110.00000 49760.00| 3264.89000 52238.24| 2700.00000 43200.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0190 512C017 6.000 EACH| 3996.00000 23976.00| 1656.30000 9937.80| 3200.00000 19200.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512C025 2.000 EACH| 5645.00000 11290.00| 4220.28000 8440.56| 3500.00000 7000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0210 512D002 12.000 EACH| 3229.00000 38748.00| 3080.94000 36971.28| 2950.00000 35400.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0220 512D005 4.000 EACH| 3859.00000 15436.00| 3131.65000 12526.60| 2800.00000 11200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0230 512D031 2.000 EACH| 5315.00000 10630.00| 3080.94000 6161.88| 3500.00000 7000.00 Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0240 512E002 72.000 EACH| 356.00000 25632.00| 385.52000 27757.44| 320.00000 23040.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0250 512E008 16.000 EACH| 736.00000 11776.00| 404.26000 6468.16| 620.00000 9920.00 Precast Concrete Abutment Panels, Type | | | A3 (Modified) | | | 0260 512F002 44.000 EACH| 643.00000 28292.00| 304.89000 13415.16| 600.00000 26400.00 Precast Concrete Wing Panels, Type W3 | | | 0270 512G000 16.000 EACH| 633.00000 10128.00| 391.15000 6258.40| 450.00000 7200.00 Precast Concrete Abutment Wing Cap Pane | | | 0280 600A000 LUMP| 7189.00000 7189.00| 60000.00000 60000.00| 33483.85000 33483.85 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 043 -7 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020531043 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23072 |( 5 ) 13099 |( 6 ) 03047 |WOODLANDS SPECIALISTS, INC. |MCINNIS, LLC |CARTER'S CONTRACTING SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 610C001 4512.000 TON | 22.00000 99264.00| 22.00000 99264.00| 24.00000 108288.00 Loose Riprap, Class 2 | | | 0300 610D003 3284.000 SQYD| 1.00000 3284.00| 1.50000 4926.00| 2.20000 7224.80 Filter Blanket, Geotextile | | | 0310 630C003 16.000 EACH| 1198.00000 19168.00| 1100.00000 17600.00| 1100.00000 17600.00 Guardrail End Anchor, Type 13 | | | 0320 630C050 16.000 EACH| 1917.00000 30672.00| 1400.00000 22400.00| 1750.00000 28000.00 Guardrail End Anchor, Type 20 Series | | | 0330 665F000 200.000 EACH| 6.00000 1200.00| 5.00000 1000.00| 4.00000 800.00 Hay Bales | | | 0340 665J000 2400.000 LF | 2.00000 4800.00| 6.00000 14400.00| 3.50000 8400.00 Silt Fence, Type A | | | 0350 680A000 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 10000.00000 10000.00 Engineering Controls | | | 0360 740B000 948.000 SQFT| 15.00000 14220.00| 12.00000 11376.00| 11.00000 10428.00 Construction Signs | | | 0370 740F002 32.000 EACH| 197.00000 6304.00| 300.00000 9600.00| 240.00000 7680.00 Barricades, Type III | | | 0380 740I005 16.000 EACH| 98.00000 1568.00| 250.00000 4000.00| 120.00000 1920.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 888,482.00| $ 893,707.35| $ 896,183.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 888,482.00| $ 893,707.35| $ 896,183.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 043 -8 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020531043 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 14008 |( 8 ) 13021 |( ) |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 50000.00000 50000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 7+71.50 | | | SITE 1 | | | 0020 206A001 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 4+77.92 | | | SITE 2 | | | 0030 206A002 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 14+13.31 | | | SITE 3 | | | 0040 206A003 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 12+31.96 | | | SITE 4 | | | 0050 210A000 3156.000 CUYD| 7.00000 22092.00| 2.00000 6312.00| Unclassified Excavation | | | 0060 502A000 153.000 LB | 1.00000 153.00| 2.50000 382.50| Steel Reinforcement | | | 0070 505A032 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 6625.000 LF | 18.50000 122562.50| 24.00000 159000.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 8.000 EACH| 2200.00000 17600.00| 1450.00000 11600.00| Wire Rope Abutment Anchor Assembly | | | 0110 510A000 34.000 CUYD| 500.00000 17000.00| 500.00000 17000.00| Bridge Substructure Concrete, Class A | | | 0120 511A000 143.000 EACH| 70.00000 10010.00| 50.00000 7150.00| Elastomeric Bearings, Type 1 | | | 0130 512A014 4.000 EACH| 3000.00000 12000.00| 3295.00000 13180.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512A015 4.000 EACH| 3200.00000 12800.00| 3385.00000 13540.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 043 -9 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020531043 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 14008 |( 8 ) 13021 |( ) |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512B004 1.000 EACH| 3200.00000 3200.00| 3240.00000 3240.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512B010 4.000 EACH| 3500.00000 14000.00| 3330.00000 13320.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long (Modified) | | | 0170 512C004 48.000 EACH| 3100.00000 148800.00| 2650.00000 127200.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0180 512C007 16.000 EACH| 3200.00000 51200.00| 2860.00000 45760.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0190 512C017 6.000 EACH| 3500.00000 21000.00| 3545.00000 21270.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512C025 2.000 EACH| 4000.00000 8000.00| 3780.00000 7560.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0210 512D002 12.000 EACH| 3000.00000 36000.00| 2890.00000 34680.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0220 512D005 4.000 EACH| 3000.00000 12000.00| 2895.00000 11580.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0230 512D031 2.000 EACH| 3000.00000 6000.00| 3545.00000 7090.00| Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0240 512E002 72.000 EACH| 500.00000 36000.00| 620.00000 44640.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0250 512E008 16.000 EACH| 500.00000 8000.00| 640.00000 10240.00| Precast Concrete Abutment Panels, Type | | | A3 (Modified) | | | 0260 512F002 44.000 EACH| 675.00000 29700.00| 1090.00000 47960.00| Precast Concrete Wing Panels, Type W3 | | | 0270 512G000 16.000 EACH| 500.00000 8000.00| 810.00000 12960.00| Precast Concrete Abutment Wing Cap Pane | | | 0280 600A000 LUMP| 25000.00000 25000.00| 90997.92000 90997.92| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 043 -10 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020531043 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 14008 |( 8 ) 13021 |( ) |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 610C001 4512.000 TON | 25.00000 112800.00| 25.00000 112800.00| Loose Riprap, Class 2 | | | 0300 610D003 3284.000 SQYD| 2.50000 8210.00| 2.50000 8210.00| Filter Blanket, Geotextile | | | 0310 630C003 16.000 EACH| 1000.00000 16000.00| 1000.00000 16000.00| Guardrail End Anchor, Type 13 | | | 0320 630C050 16.000 EACH| 1750.00000 28000.00| 1600.00000 25600.00| Guardrail End Anchor, Type 20 Series | | | 0330 665F000 200.000 EACH| 5.00000 1000.00| 6.25000 1250.00| Hay Bales | | | 0340 665J000 2400.000 LF | 5.00000 12000.00| 3.25000 7800.00| Silt Fence, Type A | | | 0350 680A000 LUMP| 7500.00000 7500.00| 6500.00000 6500.00| Engineering Controls | | | 0360 740B000 948.000 SQFT| 12.00000 11376.00| 7.45000 7062.60| Construction Signs | | | 0370 740F002 32.000 EACH| 230.00000 7360.00| 159.57000 5106.24| Barricades, Type III | | | 0380 740I005 16.000 EACH| 300.00000 4800.00| 329.79000 5276.64| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 961,163.50| $ 978,267.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 961,163.50| $ 978,267.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20020531044 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2000(207) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#57 at Tervin Mill Creek east of Antioch. Length - 0.198 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18005 GRADY RALLS & SONS, INC. $ 151,785.55 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 152,709.60 100.6088% 3 08017 H & L CONSTRUCTION, INC. $ 155,772.25 102.6265% 4 12019 LEVERETT CONSTRUCTION COMPANY $ 170,566.55 112.3734% 5 20048 TRIPLE C CONSTRUCTION $ 176,014.50 115.9626% 6 03047 CARTER'S CONTRACTING SERVICES, INC. $ 178,853.73 117.8332% 7 23072 WOODLANDS SPECIALISTS, INC. $ 183,326.56 120.7800% 8 04009 W. W. DYAR & SONS, INC. $ 191,545.26 126.1947% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020531044 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 02032 |( 3 ) 08017 |GRADY RALLS & SONS, INC. |BULLARD EXCAVATING, INC. |H & L CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 3000.00000 3000.00| 6500.00000 6500.00| 8810.00000 8810.00 Removal Of Old Bridge, Station 7+70.48 | | | 0020 210A000 404.000 CUYD| 4.25000 1717.00| 6.00000 2424.00| 4.25000 1717.00 Unclassified Excavation | | | 0030 210D012 2329.000 CUYD| 5.25000 12227.25| 4.00000 9316.00| 5.25000 12227.25 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0040 214A000 908.000 CUYD| 4.00000 3632.00| 7.00000 6356.00| 4.00000 3632.00 Structure Excavation | | | 0050 214B001 87.000 CUYD| 40.00000 3480.00| 37.00000 3219.00| 40.00000 3480.00 Foundation Backfill, Commercial | | | 0060 301A072 2506.000 SQYD| 2.85000 7142.10| 3.00000 7518.00| 2.85000 7142.10 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0070 401A000 2334.000 SQYD| 0.50000 1167.00| 0.75000 1750.50| 0.55000 1283.70 Bituminous Treatment A | | | 0080 429A201 202.000 TON | 62.75000 12675.50| 64.05000 12938.10| 62.75000 12675.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 502A000 26547.000 LB | 0.50000 13273.50| 0.50000 13273.50| 0.50000 13273.50 Steel Reinforcement | | | 0100 524A011 163.000 CUYD| 345.00000 56235.00| 285.00000 46455.00| 295.00000 48085.00 Culvert Concrete (Cast In Place) | | | 0110 600A000 LUMP| 6000.00000 6000.00| 16500.00000 16500.00| 10000.00000 10000.00 Mobilization | | | 0120 610C001 106.000 TON | 27.50000 2915.00| 38.00000 4028.00| 35.00000 3710.00 Loose Riprap, Class 2 | | | 0130 610D003 81.000 SQYD| 2.50000 202.50| 5.00000 405.00| 2.50000 202.50 Filter Blanket, Geotextile | | | 0140 630A001 100.000 LF | 12.50000 1250.00| 12.50000 1250.00| 12.50000 1250.00 Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C050 4.000 EACH| 1750.00000 7000.00| 1750.00000 7000.00| 1750.00000 7000.00 Guardrail End Anchor, Type 20 Series | | | 0160 650A000 542.000 CUYD| 6.85000 3712.70| 6.00000 3252.00| 6.85000 3712.70 Topsoil | | | 0170 652A061 1.000 ACRE| 450.00000 450.00| 500.00000 500.00| 450.00000 450.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020531044 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 02032 |( 3 ) 08017 |GRADY RALLS & SONS, INC. |BULLARD EXCAVATING, INC. |H & L CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 656A001 1.000 ACRE| 425.00000 425.00| 500.00000 500.00| 425.00000 425.00 Mulching, Class A, Type 2 | | | 0190 665F000 50.000 EACH| 4.00000 200.00| 5.00000 250.00| 4.00000 200.00 Hay Bales | | | 0200 665J000 600.000 LF | 3.75000 2250.00| 3.50000 2100.00| 3.75000 2250.00 Silt Fence, Type A | | | 0210 680A000 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 2500.00000 2500.00 Engineering Controls | | | 0220 701A031 1.000 MILE| 2000.00000 2000.00| 960.00000 960.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0230 701A035 1.000 MILE| 2000.00000 2000.00| 1114.00000 1114.00| 2000.00000 2000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0240 701C001 1.000 MILE| 650.00000 650.00| 300.00000 300.00| 650.00000 650.00 Solid Temporary Traffic Stripe | | | 0250 740B000 237.000 SQFT| 13.00000 3081.00| 2.50000 592.50| 8.00000 1896.00 Construction Signs | | | 0260 740F002 8.000 EACH| 200.00000 1600.00| 155.00000 1240.00| 275.00000 2200.00 Barricades, Type III | | | 0270 740I005 4.000 EACH| 500.00000 2000.00| 117.00000 468.00| 750.00000 3000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 151,785.55| $ 152,709.60| $ 155,772.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 151,785.55| $ 152,709.60| $ 155,772.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020531044 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12019 |( 5 ) 20048 |( 6 ) 03047 |LEVERETT CONSTRUCTION COMPA |TRIPLE C CONSTRUCTION |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| 2000.00000 2000.00| 3500.00000 3500.00| 4620.00000 4620.00 Removal Of Old Bridge, Station 7+70.48 | | | 0020 210A000 404.000 CUYD| 4.25000 1717.00| 6.00000 2424.00| 4.40000 1777.60 Unclassified Excavation | | | 0030 210D012 2329.000 CUYD| 5.25000 12227.25| 6.50000 15138.50| 6.45000 15022.05 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0040 214A000 908.000 CUYD| 6.00000 5448.00| 6.00000 5448.00| 5.95000 5402.60 Structure Excavation | | | 0050 214B001 87.000 CUYD| 35.00000 3045.00| 40.00000 3480.00| 37.00000 3219.00 Foundation Backfill, Commercial | | | 0060 301A072 2506.000 SQYD| 2.85000 7142.10| 2.50000 6265.00| 2.95000 7392.70 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0070 401A000 2334.000 SQYD| 0.50000 1167.00| 0.50000 1167.00| 0.66000 1540.44 Bituminous Treatment A | | | 0080 429A201 202.000 TON | 62.75000 12675.50| 62.75000 12675.50| 70.50000 14241.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 502A000 26547.000 LB | 0.50000 13273.50| 0.50000 13273.50| 0.52000 13804.44 Steel Reinforcement | | | 0100 524A011 163.000 CUYD| 457.00000 74491.00| 375.00000 61125.00| 330.00000 53790.00 Culvert Concrete (Cast In Place) | | | 0110 600A000 LUMP| 11250.00000 11250.00| 17000.00000 17000.00| 20300.00000 20300.00 Mobilization | | | 0120 610C001 106.000 TON | 35.00000 3710.00| 25.00000 2650.00| 40.50000 4293.00 Loose Riprap, Class 2 | | | 0130 610D003 81.000 SQYD| 2.50000 202.50| 3.00000 243.00| 4.40000 356.40 Filter Blanket, Geotextile | | | 0140 630A001 100.000 LF | 12.50000 1250.00| 12.50000 1250.00| 15.50000 1550.00 Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C050 4.000 EACH| 1750.00000 7000.00| 1750.00000 7000.00| 1980.00000 7920.00 Guardrail End Anchor, Type 20 Series | | | 0160 650A000 542.000 CUYD| 6.85000 3712.70| 10.00000 5420.00| 7.60000 4119.20 Topsoil | | | 0170 652A061 1.000 ACRE| 450.00000 450.00| 600.00000 600.00| 660.00000 660.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 044 -5 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020531044 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12019 |( 5 ) 20048 |( 6 ) 03047 |LEVERETT CONSTRUCTION COMPA |TRIPLE C CONSTRUCTION |CARTER'S CONTRACTING SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 656A001 1.000 ACRE| 425.00000 425.00| 600.00000 600.00| 660.00000 660.00 Mulching, Class A, Type 2 | | | 0190 665F000 50.000 EACH| 4.00000 200.00| 6.00000 300.00| 5.50000 275.00 Hay Bales | | | 0200 665J000 600.000 LF | 3.75000 2250.00| 4.00000 2400.00| 3.95000 2370.00 Silt Fence, Type A | | | 0210 680A000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 4400.00000 4400.00 Engineering Controls | | | 0220 701A031 1.000 MILE| 300.00000 300.00| 2500.00000 2500.00| 2200.00000 2200.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0230 701A035 1.000 MILE| 300.00000 300.00| 2500.00000 2500.00| 2200.00000 2200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0240 701C001 1.000 MILE| 300.00000 300.00| 500.00000 500.00| 1100.00000 1100.00 Solid Temporary Traffic Stripe | | | 0250 740B000 237.000 SQFT| 10.00000 2370.00| 15.00000 3555.00| 11.90000 2820.30 Construction Signs | | | 0260 740F002 8.000 EACH| 220.00000 1760.00| 350.00000 2800.00| 265.00000 2120.00 Barricades, Type III | | | 0270 740I005 4.000 EACH| 100.00000 400.00| 300.00000 1200.00| 175.00000 700.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 170,566.55| $ 176,014.50| $ 178,853.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 170,566.55| $ 176,014.50| $ 178,853.73 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 044 -6 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020531044 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 23072 |( 8 ) 04009 |( ) |WOODLANDS SPECIALISTS, INC. |W. W. DYAR & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 11611.00000 11611.00| 7000.00000 7000.00| Removal Of Old Bridge, Station 7+70.48 | | | 0020 210A000 404.000 CUYD| 8.00000 3232.00| 6.00000 2424.00| Unclassified Excavation | | | 0030 210D012 2329.000 CUYD| 9.00000 20961.00| 10.00000 23290.00| Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0040 214A000 908.000 CUYD| 7.00000 6356.00| 9.00000 8172.00| Structure Excavation | | | 0050 214B001 87.000 CUYD| 10.00000 870.00| 34.00000 2958.00| Foundation Backfill, Commercial | | | 0060 301A072 2506.000 SQYD| 8.00000 20048.00| 7.00000 17542.00| Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0070 401A000 2334.000 SQYD| 1.00000 2334.00| 0.55000 1283.70| Bituminous Treatment A | | | 0080 429A201 202.000 TON | 91.00000 18382.00| 69.03000 13944.06| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 502A000 26547.000 LB | 0.48000 12742.56| 0.50000 13273.50| Steel Reinforcement | | | 0100 524A011 163.000 CUYD| 230.00000 37490.00| 300.00000 48900.00| Culvert Concrete (Cast In Place) | | | 0110 600A000 LUMP| 1348.00000 1348.00| 14000.00000 14000.00| Mobilization | | | 0120 610C001 106.000 TON | 23.00000 2438.00| 34.00000 3604.00| Loose Riprap, Class 2 | | | 0130 610D003 81.000 SQYD| 1.00000 81.00| 5.00000 405.00| Filter Blanket, Geotextile | | | 0140 630A001 100.000 LF | 2.50000 250.00| 14.30000 1430.00| Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C050 4.000 EACH| 2358.00000 9432.00| 2035.00000 8140.00| Guardrail End Anchor, Type 20 Series | | | 0160 650A000 542.000 CUYD| 13.00000 7046.00| 10.00000 5420.00| Topsoil | | | 0170 652A061 1.000 ACRE| 1000.00000 1000.00| 1500.00000 1500.00| Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 044 -7 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020531044 COUNTIES : COVINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 23072 |( 8 ) 04009 |( ) |WOODLANDS SPECIALISTS, INC. |W. W. DYAR & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 656A001 1.000 ACRE| 1000.00000 1000.00| 1200.00000 1200.00| Mulching, Class A, Type 2 | | | 0190 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| Hay Bales | | | 0200 665J000 600.000 LF | 2.00000 1200.00| 4.00000 2400.00| Silt Fence, Type A | | | 0210 680A000 LUMP| 1280.00000 1280.00| 3850.00000 3850.00| Engineering Controls | | | 0220 701A031 1.000 MILE| 8423.00000 8423.00| 2200.00000 2200.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0230 701A035 1.000 MILE| 8423.00000 8423.00| 2200.00000 2200.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0240 701C001 1.000 MILE| 674.00000 674.00| 715.00000 715.00| Solid Temporary Traffic Stripe | | | 0250 740B000 237.000 SQFT| 15.00000 3555.00| 12.00000 2844.00| Construction Signs | | | 0260 740F002 8.000 EACH| 250.00000 2000.00| 250.00000 2000.00| Barricades, Type III | | | 0270 740I005 4.000 EACH| 225.00000 900.00| 150.00000 600.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 183,326.56| $ 191,545.26| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 183,326.56| $ 191,545.26| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20020531045 COUNTIES : CULLMAN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-2226(200) for constructing the Widening, Resurfacing, and Traffic Stripe on various County Roads as indicated on the plans. Length - 10.202 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 668,831.34 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 701,839.39 104.9352% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20020531045 COUNTIES : CULLMAN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 19010 |( ) |GOOD HOPE CONTRACTING 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 405A000 3951.000 GAL | 1.00000 3951.00| 0.10000 395.10| Tack Coat | | | 0020 429A221 9991.000 TON | 31.24000 312118.84| 32.65000 326206.15| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0030 429B223 1000.000 TON | 36.00000 36000.00| 32.05000 32050.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0040 429B227 4500.000 TON | 26.96000 121320.00| 32.05000 144225.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0050 429C230 3000.000 TON | 25.11000 75330.00| 28.39000 85170.00| Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0060 430B014 4000.000 TON | 8.33000 33320.00| 10.06000 40240.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0070 600A000 LUMP| 22839.00000 22839.00| 6160.89000 6160.89| Mobilization | | | 0080 630A001 150.000 LF | 19.25000 2887.50| 19.25000 2887.50| Steel Beam Guardrail, Class A, Type 2 | | | 0090 630C050 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| Guardrail End Anchor, Type 20 Series | | | 0100 701A031 21.000 MILE| 890.00000 18690.00| 950.00000 19950.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0110 701A035 17.000 MILE| 990.00000 16830.00| 1080.00000 18360.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 3.000 MILE| 600.00000 1800.00| 525.00000 1575.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701C000 6.000 MILE| 320.00000 1920.00| 320.00000 1920.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20020531045 COUNTIES : CULLMAN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 19010 |( ) |GOOD HOPE CONTRACTING CO., |SHELBY CONTRACTING CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C001 35.000 MILE| 340.00000 11900.00| 340.00000 11900.00| Solid Temporary Traffic Stripe | | | 0150 703A002 900.000 SQFT| 1.80000 1620.00| 1.90000 1710.00| Traffic Control Markings, Class 2, Type | | | A | | | 0160 740B000 371.000 SQFT| 5.00000 1855.00| 7.25000 2689.75| Construction Signs | | | 0170 740E000 100.000 EACH| 0.50000 50.00| 0.00000 0.00| Cones (36 Inches High) | | | SECTION TOTALS | $ 668,831.34| $ 701,839.39| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 668,831.34| $ 701,839.39| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20020531046 COUNTIES : DEKALB LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-2505(200) for constructing the Resurfacing and Traffic Stripe on C.R.#26 from S.R.#227 south of Crossville to the Marshall County line. Length 7.933 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 776,677.57 100.0000% 2 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 779,338.22 100.3426% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 793,135.25 102.1190% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020531046 COUNTIES : DEKALB LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( 3 ) 07002 |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 6144.000 GAL | 0.10000 614.40| 0.88000 5406.72| 1.25000 7680.00 Tack Coat | | | 0020 429A221 8080.000 TON | 31.88000 257590.40| 33.00000 266640.00| 33.08000 267286.40 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0030 429B221 11830.000 TON | 27.41000 324260.30| 26.80000 317044.00| 27.32000 323195.60 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0040 429C225 300.000 TON | 27.41000 8223.00| 45.00000 13500.00| 40.72000 12216.00 Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429C230 1400.000 TON | 27.41000 38374.00| 28.20000 39480.00| 28.32000 39648.00 Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0060 430B014 6730.000 TON | 12.95000 87153.50| 12.20000 82106.00| 10.00000 67300.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0070 600A000 LUMP| 9000.00000 9000.00| 4200.00000 4200.00| 24895.00000 24895.00 Mobilization | | | 0080 630A001 250.000 LF | 19.25000 4812.50| 19.25000 4812.50| 16.00000 4000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0090 630C070 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0100 701A030 16.000 MILE| 650.00000 10400.00| 600.00000 9600.00| 650.00000 10400.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0110 701A035 13.000 MILE| 1040.00000 13520.00| 1100.00000 14300.00| 1040.00000 13520.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 4.000 MILE| 600.00000 2400.00| 500.00000 2000.00| 600.00000 2400.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701C000 8.000 MILE| 320.00000 2560.00| 320.00000 2560.00| 320.00000 2560.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020531046 COUNTIES : DEKALB LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( 3 ) 07002 |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C001 11.000 MILE| 340.00000 3740.00| 350.00000 3850.00| 340.00000 3740.00 Solid Temporary Traffic Stripe | | | 0150 703A004 730.000 SQFT| 1.80000 1314.00| 1.90000 1387.00| 1.80000 1314.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0160 705A032 167.000 EACH| 5.00000 835.00| 5.00000 835.00| 5.00000 835.00 Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 713.000 EACH| 5.25000 3743.25| 5.00000 3565.00| 5.25000 3743.25 Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 294.000 SQFT| 8.63000 2537.22| 8.00000 2352.00| 8.00000 2352.00 Construction Signs | | | 0190 740E000 50.000 EACH| 0.00000 0.00| 2.00000 100.00| 1.00000 50.00 Cones (36 Inches High) | | | SECTION TOTALS | $ 776,677.57| $ 779,338.22| $ 793,135.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 776,677.57| $ 779,338.22| $ 793,135.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20020531047 COUNTIES : FRANKLIN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-3013(200) for constructing the Resurfacing and Traffic Stripe on STPAA-3030(200) C.R.#81 from Phil Campbell to C.R.#83 and on C.R.#75 from C.R.#20 to S.R.#243 at Churntown. Length 12.671 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 609,338.75 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 612,985.56 100.5985% 3 01018 APAC-ALABAMA, INC. $ 621,978.74 102.0744% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020531047 COUNTIES : FRANKLIN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19074 |( 3 ) 01018 |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 305B060 3783.000 TON | 12.00000 45396.00| 12.00000 45396.00| 14.37000 54361.71 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 401B100 9656.000 SQYD| 1.00000 9656.00| 1.55000 14966.80| 0.99000 9559.44 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 4703.000 GAL | 1.50000 7054.50| 1.25000 5878.75| 1.02000 4797.06 Tack Coat | | | 0040 429A201 10320.000 TON | 35.50000 366360.00| 33.50000 345720.00| 36.42000 375854.40 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A207 750.000 TON | 39.00000 29250.00| 38.50000 28875.00| 34.65000 25987.50 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429A221 1988.000 TON | 35.50000 70574.00| 36.50000 72562.00| 37.00000 73556.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429A227 200.000 TON | 39.00000 7800.00| 40.00000 8000.00| 36.17000 7234.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0080 600A000 LUMP| 3599.00000 3599.00| 12000.00000 12000.00| 1368.29000 1368.29 Mobilization | | | 0090 701A031 25.000 MILE| 940.00000 23500.00| 1081.00000 27025.00| 958.80000 23970.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 19.000 MILE| 1050.00000 19950.00| 1207.50000 22942.50| 1071.00000 20349.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 6.000 MILE| 600.00000 3600.00| 690.00000 4140.00| 612.00000 3672.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C002 6.000 MILE| 320.00000 1920.00| 368.00000 2208.00| 326.40000 1958.40 Broken Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020531047 COUNTIES : FRANKLIN LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19074 |( 3 ) 01018 |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C003 19.000 MILE| 340.00000 6460.00| 391.00000 7429.00| 346.80000 6589.20 Solid Temporary Traffic Stripe (Paint) | | | 0140 705A032 325.000 EACH| 5.00000 1625.00| 5.75000 1868.75| 5.10000 1657.50 Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 1357.000 EACH| 5.25000 7124.25| 6.04000 8196.28| 5.36000 7273.52 Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 472.000 SQFT| 10.00000 4720.00| 8.34000 3936.48| 7.76000 3662.72 Construction Signs | | | 0170 740E000 100.000 EACH| 5.00000 500.00| 10.93000 1093.00| 0.64000 64.00 Cones (36 Inches High) | | | 0180 740M001 100.000 EACH| 2.50000 250.00| 7.48000 748.00| 0.64000 64.00 Ballast For Cone | | | SECTION TOTALS | $ 609,338.75| $ 612,985.56| $ 621,978.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 609,338.75| $ 612,985.56| $ 621,978.74 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20020531048 COUNTIES : GREENE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACGBBR-3214(200) for constructing the Bridge Replacements (Precast) on C.R.#60 at Brush Creek and at Brush Creek relief northwest of Union. Length 0.075 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 617,492.50 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 628,000.00 101.7016% 3 02088 B & B ENGINEERING & DESIGN $ 660,011.00 106.8857% 4 23071 WARRIOR CONSTRUCTORS, INC. $ 682,771.00 110.5715% 5 13099 MCINNIS, LLC $ 712,660.00 115.4119% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020531048 COUNTIES : GREENE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 03001 |( 3 ) 02088 |PHILLIPS CONTRACTING CO., I |CLARK CONSTRUCTION CO., INC |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 4456.00000 4456.00| 16000.00000 16000.00| 40000.00000 40000.00 Removal Of Old Bridge, Station 74+28.04 | | | 0020 206A001 LUMP| 11744.00000 11744.00| 15000.00000 15000.00| 60000.00000 60000.00 Removal Of Old Bridge, Station 77+10.88 | | | 0030 210A000 250.000 CUYD| 3.00000 750.00| 9.00000 2250.00| 6.00000 1500.00 Unclassified Excavation | | | 0040 502A000 137.000 LB | 2.00000 274.00| 1.30000 178.10| 1.00000 137.00 Steel Reinforcement | | | 0050 505M002 3660.000 LF | 21.00000 76860.00| 25.00000 91500.00| 16.00000 58560.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 4.000 EACH| 2784.00000 11136.00| 1550.00000 6200.00| 2400.00000 9600.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 34.000 CUYD| 600.00000 20400.00| 350.00000 11900.00| 600.00000 20400.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 121.000 EACH| 70.00000 8470.00| 60.00000 7260.00| 60.00000 7260.00 Elastomeric Bearings, Type 1 | | | 0090 512A013 4.000 EACH| 3609.00000 14436.00| 3200.00000 12800.00| 3200.00000 12800.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 7.000 EACH| 3544.00000 24808.00| 3500.00000 24500.00| 3200.00000 22400.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C017 54.000 EACH| 3785.00000 204390.00| 3500.00000 189000.00| 3400.00000 183600.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512C025 18.000 EACH| 4191.00000 75438.00| 3800.00000 68400.00| 3800.00000 68400.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512D025 10.000 EACH| 3921.00000 39210.00| 2500.00000 25000.00| 3800.00000 38000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0140 512D030 8.000 EACH| 3915.00000 31320.00| 3450.00000 27600.00| 3800.00000 30400.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0150 512E000 20.000 EACH| 400.00000 8000.00| 380.00000 7600.00| 275.00000 5500.00 Precast Concrete Abutment Panels, Type | | | A1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020531048 COUNTIES : GREENE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 03001 |( 3 ) 02088 |PHILLIPS CONTRACTING CO., I |CLARK CONSTRUCTION CO., INC |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512E001 12.000 EACH| 438.00000 5256.00| 415.00000 4980.00| 330.00000 3960.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0170 512F000 10.000 EACH| 539.00000 5390.00| 515.00000 5150.00| 400.00000 4000.00 Precast Concrete Wing Panels, Type W1 | | | 0180 512F001 6.000 EACH| 615.00000 3690.00| 650.00000 3900.00| 500.00000 3000.00 Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 8.000 EACH| 601.00000 4808.00| 600.00000 4800.00| 450.00000 3600.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 16380.00000 16380.00| 67507.30000 67507.30| 40000.00000 40000.00 Mobilization | | | 0210 610C001 440.000 TON | 31.75000 13970.00| 19.00000 8360.00| 25.00000 11000.00 Loose Riprap, Class 2 | | | 0220 610D000 400.000 SQYD| 2.25000 900.00| 4.00000 1600.00| 2.25000 900.00 Filter Blanket | | | 0230 630A001 436.000 LF | 10.50000 4578.00| 11.34000 4944.24| 14.00000 6104.00 Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 8.000 EACH| 985.00000 7880.00| 1063.80000 8510.40| 1150.00000 9200.00 Guardrail End Anchor, Type 13 | | | 0250 630C050 4.000 EACH| 1320.00000 5280.00| 1425.60000 5702.40| 1500.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0260 665F000 60.000 EACH| 3.00000 180.00| 4.00000 240.00| 6.00000 360.00 Hay Bales | | | 0270 665J000 850.000 LF | 4.00000 3400.00| 2.00000 1700.00| 7.00000 5950.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 10000.00000 10000.00| 1500.00000 1500.00| 1000.00000 1000.00 Engineering Controls | | | 0290 740B000 198.000 SQFT| 8.75000 1732.50| 8.10000 1603.80| 10.00000 1980.00 Construction Signs | | | 0300 740F002 8.000 EACH| 181.00000 1448.00| 177.44000 1419.52| 300.00000 2400.00 Barricades, Type III | | | 0310 740I005 4.000 EACH| 227.00000 908.00| 223.56000 894.24| 500.00000 2000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 617,492.50| $ 628,000.00| $ 660,011.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 617,492.50| $ 628,000.00| $ 660,011.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020531048 COUNTIES : GREENE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23071 |( 5 ) 13099 |( ) |WARRIOR CONSTRUCTORS, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 40000.00000 40000.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 74+28.04 | | | 0020 206A001 LUMP| 40000.00000 40000.00| 20000.00000 20000.00| Removal Of Old Bridge, Station 77+10.88 | | | 0030 210A000 250.000 CUYD| 10.00000 2500.00| 5.00000 1250.00| Unclassified Excavation | | | 0040 502A000 137.000 LB | 3.00000 411.00| 1.00000 137.00| Steel Reinforcement | | | 0050 505M002 3660.000 LF | 23.00000 84180.00| 22.00000 80520.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 4.000 EACH| 2000.00000 8000.00| 1917.00000 7668.00| Wire Rope Abutment Anchor Assembly | | | 0070 510A000 34.000 CUYD| 400.00000 13600.00| 400.00000 13600.00| Bridge Substructure Concrete, Class A | | | 0080 511A000 121.000 EACH| 78.00000 9438.00| 100.00000 12100.00| Elastomeric Bearings, Type 1 | | | 0090 512A013 4.000 EACH| 3500.00000 14000.00| 3050.00000 12200.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 7.000 EACH| 3400.00000 23800.00| 3313.00000 23191.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C017 54.000 EACH| 3400.00000 183600.00| 3694.00000 199476.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512C025 18.000 EACH| 3800.00000 68400.00| 4126.00000 74268.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512D025 10.000 EACH| 3900.00000 39000.00| 3684.00000 36840.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0140 512D030 8.000 EACH| 3900.00000 31200.00| 3651.00000 29208.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0150 512E000 20.000 EACH| 325.00000 6500.00| 915.00000 18300.00| Precast Concrete Abutment Panels, Type | | | A1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 048 -5 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020531048 COUNTIES : GREENE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23071 |( 5 ) 13099 |( ) |WARRIOR CONSTRUCTORS, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512E001 12.000 EACH| 325.00000 3900.00| 965.00000 11580.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0170 512F000 10.000 EACH| 425.00000 4250.00| 995.00000 9950.00| Precast Concrete Wing Panels, Type W1 | | | 0180 512F001 6.000 EACH| 500.00000 3000.00| 1007.00000 6042.00| Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 8.000 EACH| 600.00000 4800.00| 1017.00000 8136.00| Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 45000.00000 45000.00| 75000.00000 75000.00| Mobilization | | | 0210 610C001 440.000 TON | 25.00000 11000.00| 22.00000 9680.00| Loose Riprap, Class 2 | | | 0220 610D000 400.000 SQYD| 2.50000 1000.00| 2.00000 800.00| Filter Blanket | | | 0230 630A001 436.000 LF | 12.00000 5232.00| 10.50000 4578.00| Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 8.000 EACH| 1500.00000 12000.00| 985.00000 7880.00| Guardrail End Anchor, Type 13 | | | 0250 630C050 4.000 EACH| 1800.00000 7200.00| 1320.00000 5280.00| Guardrail End Anchor, Type 20 Series | | | 0260 665F000 60.000 EACH| 6.50000 390.00| 5.00000 300.00| Hay Bales | | | 0270 665J000 850.000 LF | 8.00000 6800.00| 6.00000 5100.00| Silt Fence, Type A | | | 0280 680A000 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| Engineering Controls | | | 0290 740B000 198.000 SQFT| 15.00000 2970.00| 12.00000 2376.00| Construction Signs | | | 0300 740F002 8.000 EACH| 450.00000 3600.00| 300.00000 2400.00| Barricades, Type III | | | 0310 740I005 4.000 EACH| 500.00000 2000.00| 200.00000 800.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 682,771.00| $ 712,660.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 682,771.00| $ 712,660.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20020531051 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-3614(200) for constructing the Resurfacing and Traffic Stripe on C.R.#42 from S.R.#2 (U.S.#72) to C.R.#45 at Fackler. Length 1.740 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 182,459.91 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 190,952.80 104.6547% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20020531051 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 500.000 CUYD| 8.00000 4000.00| 20.00000 10000.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 401B100 23492.000 SQYD| 0.76310 17926.75| 0.77000 18088.84| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 401B106 6129.000 SQYD| 2.54000 15567.66| 2.54000 15567.66| Bituminous Treatment JG (With Polymer | | | Additive) | | | 0040 405A000 800.000 GAL | 1.25000 1000.00| 1.50000 1200.00| Tack Coat | | | 0050 429A201 1950.000 TON | 38.00000 74100.00| 38.03000 74158.50| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429C203 200.000 TON | 52.65000 10530.00| 50.00000 10000.00| Improved Bituminous Concrete Base Layer | | | Patching, 3/4" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 429C206 500.000 TON | 37.35000 18675.00| 39.23000 19615.00| Improved Bituminous Concrete Base Layer | | | Leveling, 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0080 430B014 1000.000 TON | 14.25000 14250.00| 18.00000 18000.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0090 600A000 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| Mobilization | | | 0100 630C070 4.000 EACH| 1665.00000 6660.00| 1700.00000 6800.00| Guardrail End Anchor, Type 10 Series | | | 0110 701A030 4.000 MILE| 600.00000 2400.00| 600.00000 2400.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0120 701A034 3.000 MILE| 600.00000 1800.00| 600.00000 1800.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A044 1.000 MILE| 300.00000 300.00| 300.00000 300.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20020531051 COUNTIES : JACKSON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 2.000 MILE| 310.00000 620.00| 340.00000 680.00| Broken Temporary Traffic Stripe | | | 0150 701C001 6.000 MILE| 330.00000 1980.00| 380.00000 2280.00| Solid Temporary Traffic Stripe | | | 0160 703A004 400.000 SQFT| 2.00000 800.00| 2.00000 800.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0170 703B004 15.000 SQFT| 2.90000 43.50| 3.00000 45.00| Traffic Control Legends, Class 2T, Type | | | A | | | 0180 705A032 26.000 EACH| 5.00000 130.00| 4.80000 124.80| Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 205.000 EACH| 5.00000 1025.00| 5.00000 1025.00| Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 246.000 SQFT| 12.00000 2952.00| 8.00000 1968.00| Construction Signs | | | 0210 740E000 100.000 EACH| 5.00000 500.00| 10.00000 1000.00| Cones (36 Inches High) | | | 0220 740M001 100.000 EACH| 2.00000 200.00| 1.00000 100.00| Ballast For Cone | | | SECTION TOTALS | $ 182,459.91| $ 190,952.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 182,459.91| $ 190,952.80| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20020531058 COUNTIES : MARENGO LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4600(202) for constructing the Bridge Replacements (3 sites) (Precast) on C.R.#57 over Double Creek and Tributaries north of Jefferson. Length - 0.083 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23071 WARRIOR CONSTRUCTORS, INC. $ 822,325.50 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 861,160.50 104.7226% 3 13099 MCINNIS, LLC $ 873,350.00 106.2049% 4 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 892,335.04 108.5136% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020531058 COUNTIES : MARENGO LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 01007 |( 3 ) 13099 |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 100+00. | | | 00 to Sta. 100+92.19 | | | 0020 206A001 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 104+45. | | | 60 to Sta. 105+52.81 | | | 0030 206A002 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 109+04. | | | 05 to Sta. 109+51.30 | | | 0040 210A000 956.000 CUYD| 10.00000 9560.00| 6.00000 5736.00| 5.00000 4780.00 Unclassified Excavation | | | 0050 502A000 547.000 LB | 2.50000 1367.50| 1.00000 547.00| 1.00000 547.00 Steel Reinforcement | | | 0060 505M000 4880.000 LF | 19.00000 92720.00| 20.00000 97600.00| 21.00000 102480.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0070 507A000 6.000 EACH| 2000.00000 12000.00| 2000.00000 12000.00| 3000.00000 18000.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 57.000 CUYD| 400.00000 22800.00| 500.00000 28500.00| 500.00000 28500.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 176.000 EACH| 70.00000 12320.00| 75.00000 13200.00| 70.00000 12320.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 6.000 EACH| 3200.00000 19200.00| 3000.00000 18000.00| 3300.00000 19800.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 10.000 EACH| 3200.00000 32000.00| 3000.00000 30000.00| 3600.00000 36000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 78.000 EACH| 2800.00000 218400.00| 3100.00000 241800.00| 3000.00000 234000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 26.000 EACH| 3000.00000 78000.00| 3100.00000 80600.00| 3100.00000 80600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 12.000 EACH| 3300.00000 39600.00| 3200.00000 38400.00| 3200.00000 38400.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 058 -3 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020531058 COUNTIES : MARENGO LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 01007 |( 3 ) 13099 |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 14.000 EACH| 3500.00000 49000.00| 3200.00000 44800.00| 3200.00000 44800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E000 48.000 EACH| 300.00000 14400.00| 425.00000 20400.00| 500.00000 24000.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0170 512F000 24.000 EACH| 425.00000 10200.00| 525.00000 12600.00| 600.00000 14400.00 Precast Concrete Wing Panels, Type W1 | | | 0180 512G000 12.000 EACH| 475.00000 5700.00| 550.00000 6600.00| 600.00000 7200.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 40000.00000 40000.00| 60000.00000 60000.00| 58145.00000 58145.00 Mobilization | | | 0200 610C001 1682.000 TON | 25.00000 42050.00| 25.00000 42050.00| 30.00000 50460.00 Loose Riprap, Class 2 | | | 0210 610D000 1346.000 SQYD| 3.00000 4038.00| 2.75000 3701.50| 3.00000 4038.00 Filter Blanket | | | 0220 630C003 12.000 EACH| 1500.00000 18000.00| 1100.00000 13200.00| 950.00000 11400.00 Guardrail End Anchor, Type 13 | | | 0230 630C070 12.000 EACH| 1300.00000 15600.00| 1300.00000 15600.00| 1600.00000 19200.00 Guardrail End Anchor, Type 10 Series | | | 0240 665F000 150.000 EACH| 6.50000 975.00| 4.00000 600.00| 5.00000 750.00 Hay Bales | | | 0250 665J000 1200.000 LF | 7.00000 8400.00| 5.00000 6000.00| 5.00000 6000.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 8000.00000 8000.00 Engineering Controls | | | 0270 740B000 173.000 SQFT| 15.00000 2595.00| 12.00000 2076.00| 10.00000 1730.00 Construction Signs | | | 0280 740F002 6.000 EACH| 400.00000 2400.00| 275.00000 1650.00| 300.00000 1800.00 Barricades, Type III | | | 0290 740I005 2.000 EACH| 500.00000 1000.00| 250.00000 500.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 822,325.50| $ 861,160.50| $ 873,350.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 822,325.50| $ 861,160.50| $ 873,350.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 058 -4 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020531058 COUNTIES : MARENGO LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( ) |( ) |CLARK CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 4769.93000 4769.93| | Removal Of Old Bridge, Station 100+00. | | | 00 to Sta. 100+92.19 | | | 0020 206A001 LUMP| 5548.28000 5548.28| | Removal Of Old Bridge, Station 104+45. | | | 60 to Sta. 105+52.81 | | | 0030 206A002 LUMP| 2447.01000 2447.01| | Removal Of Old Bridge, Station 109+04. | | | 05 to Sta. 109+51.30 | | | 0040 210A000 956.000 CUYD| 9.00000 8604.00| | Unclassified Excavation | | | 0050 502A000 547.000 LB | 11.31000 6186.57| | Steel Reinforcement | | | 0060 505M000 4880.000 LF | 31.78000 155086.40| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0070 507A000 6.000 EACH| 3133.86000 18803.16| | Wire Rope Abutment Anchor Assembly | | | 0080 510A000 57.000 CUYD| 304.40000 17350.80| | Bridge Substructure Concrete, Class A | | | 0090 511A000 176.000 EACH| 66.58000 11718.08| | Elastomeric Bearings, Type 1 | | | 0100 512A014 6.000 EACH| 3385.27000 20311.62| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 10.000 EACH| 3290.21000 32902.10| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 78.000 EACH| 2720.41000 212191.98| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 26.000 EACH| 2965.21000 77095.46| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 12.000 EACH| 3387.56000 40650.72| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 058 -5 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020531058 COUNTIES : MARENGO LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( ) |( ) |CLARK CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 14.000 EACH| 3412.01000 47768.14| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E000 48.000 EACH| 265.96000 12766.08| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0170 512F000 24.000 EACH| 799.22000 19181.28| | Precast Concrete Wing Panels, Type W1 | | | 0180 512G000 12.000 EACH| 704.57000 8454.84| | Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 107661.78000 107661.78| | Mobilization | | | 0200 610C001 1682.000 TON | 24.05000 40452.10| | Loose Riprap, Class 2 | | | 0210 610D000 1346.000 SQYD| 3.59000 4832.14| | Filter Blanket | | | 0220 630C003 12.000 EACH| 1000.00000 12000.00| | Guardrail End Anchor, Type 13 | | | 0230 630C070 12.000 EACH| 1250.00000 15000.00| | Guardrail End Anchor, Type 10 Series | | | 0240 665F000 150.000 EACH| 6.32000 948.00| | Hay Bales | | | 0250 665J000 1200.000 LF | 3.51000 4212.00| | Silt Fence, Type A | | | 0260 680A000 LUMP| 2610.00000 2610.00| | Engineering Controls | | | 0270 740B000 173.000 SQFT| 7.69000 1330.37| | Construction Signs | | | 0280 740F002 6.000 EACH| 164.30000 985.80| | Barricades, Type III | | | 0290 740I005 2.000 EACH| 233.20000 466.40| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 892,335.04| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 892,335.04| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20020531060 COUNTIES : MARION LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4707(205) for constructing the Bridge Replacements (Precast) on C.R.#26 over Sipsey Creek north of Byrd. Length - 0.091 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN $ 824,820.00 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 837,630.82 101.5532% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 857,150.00 103.9196% 4 16003 PHILLIPS CONTRACTING CO., INC. $ 860,205.50 104.2901% 5 23071 WARRIOR CONSTRUCTORS, INC. $ 897,063.00 108.7586% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020531060 COUNTIES : MARION LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 20011 |( 3 ) 18036 |B & B ENGINEERING & DESIGN |TRI-COUNTY CONCRETE CONSTRU |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 40000.00000 40000.00| 5000.00000 5000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 13+59.2 | | | 0020 206A001 LUMP| 35000.00000 35000.00| 5000.00000 5000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 24+57.4 | | | 0030 206A002 LUMP| 25000.00000 25000.00| 5000.00000 5000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 36+84.2 | | | 0040 210A000 764.000 CUYD| 6.00000 4584.00| 5.00000 3820.00| 7.50000 5730.00 Unclassified Excavation | | | 0050 210D001 150.000 CUYD| 10.00000 1500.00| 10.00000 1500.00| 15.00000 2250.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 502A000 417.000 LB | 1.00000 417.00| 3.00000 1251.00| 5.00000 2085.00 Steel Reinforcement | | | 0070 505A032 3.000 EACH| 1800.00000 5400.00| 2000.00000 6000.00| 1950.00000 5850.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 3.000 EACH| 1800.00000 5400.00| 2000.00000 6000.00| 1950.00000 5850.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 4560.000 LF | 16.00000 72960.00| 20.00000 91200.00| 26.50000 120840.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 6.000 EACH| 2400.00000 14400.00| 1825.50000 10953.00| 1760.00000 10560.00 Wire Rope Abutment Anchor Assembly | | | 0110 510A000 73.000 CUYD| 500.00000 36500.00| 600.00000 43800.00| 600.00000 43800.00 Bridge Substructure Concrete, Class A | | | 0120 511A000 165.000 EACH| 60.00000 9900.00| 50.85000 8390.25| 55.00000 9075.00 Elastomeric Bearings, Type 1 | | | 0130 512A014 6.000 EACH| 3000.00000 18000.00| 3560.00000 21360.00| 2850.00000 17100.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512B004 9.000 EACH| 3000.00000 27000.00| 3958.53000 35626.77| 2850.00000 25650.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512C017 72.000 EACH| 3200.00000 230400.00| 3785.62000 272564.64| 3300.00000 237600.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 060 -3 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020531060 COUNTIES : MARION LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 20011 |( 3 ) 18036 |B & B ENGINEERING & DESIGN |TRI-COUNTY CONCRETE CONSTRU |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C025 24.000 EACH| 3600.00000 86400.00| 4327.12000 103850.88| 3700.00000 88800.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512D025 12.000 EACH| 3350.00000 40200.00| 3766.57000 45198.84| 3560.00000 42720.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0180 512D030 12.000 EACH| 3350.00000 40200.00| 3731.80000 44781.60| 3560.00000 42720.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0190 512E001 32.000 EACH| 300.00000 9600.00| 333.94000 10686.08| 375.00000 12000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0200 512E002 16.000 EACH| 375.00000 6000.00| 395.95000 6335.20| 420.00000 6720.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0210 512F001 16.000 EACH| 475.00000 7600.00| 463.60000 7417.60| 475.00000 7600.00 Precast Concrete Wing Panels, Type W2 | | | 0220 512F002 8.000 EACH| 600.00000 4800.00| 619.37000 4954.96| 595.00000 4760.00 Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 12.000 EACH| 475.00000 5700.00| 401.25000 4815.00| 425.00000 5100.00 Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| 60000.00000 60000.00 Mobilization | | | 0250 610C001 978.000 TON | 23.00000 22494.00| 25.00000 24450.00| 22.50000 22005.00 Loose Riprap, Class 2 | | | 0260 610D000 772.000 SQYD| 2.25000 1737.00| 5.00000 3860.00| 4.50000 3474.00 Filter Blanket | | | 0270 630C003 12.000 EACH| 1200.00000 14400.00| 1300.00000 15600.00| 1100.00000 13200.00 Guardrail End Anchor, Type 13 | | | 0280 630C070 12.000 EACH| 1400.00000 16800.00| 1300.00000 15600.00| 1300.00000 15600.00 Guardrail End Anchor, Type 10 Series | | | 0290 665F000 98.000 EACH| 6.00000 588.00| 5.00000 490.00| 7.00000 686.00 Hay Bales | | | 0300 665J000 525.000 LF | 8.00000 4200.00| 5.00000 2625.00| 7.00000 3675.00 Silt Fence, Type A | | | 0310 680A000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 12000.00000 12000.00 Engineering Controls | | | 0320 740B000 230.000 SQFT| 8.00000 1840.00| 10.00000 2300.00| 10.00000 2300.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 060 -4 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020531060 COUNTIES : MARION LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 20011 |( 3 ) 18036 |B & B ENGINEERING & DESIGN |TRI-COUNTY CONCRETE CONSTRU |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740F002 8.000 EACH| 350.00000 2800.00| 200.00000 1600.00| 500.00000 4000.00 Barricades, Type III | | | 0340 740I005 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| 700.00000 1400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 824,820.00| $ 837,630.82| $ 857,150.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 824,820.00| $ 837,630.82| $ 857,150.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 060 -5 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020531060 COUNTIES : MARION LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 23071 |( ) |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 8790.00000 8790.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 13+59.2 | | | 0020 206A001 LUMP| 7220.00000 7220.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 24+57.4 | | | 0030 206A002 LUMP| 6420.00000 6420.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 36+84.2 | | | 0040 210A000 764.000 CUYD| 3.00000 2292.00| 10.00000 7640.00| Unclassified Excavation | | | 0050 210D001 150.000 CUYD| 4.58000 687.00| 15.00000 2250.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 502A000 417.000 LB | 3.00000 1251.00| 2.00000 834.00| Steel Reinforcement | | | 0070 505A032 3.000 EACH| 2000.00000 6000.00| 2000.00000 6000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 3.000 EACH| 1000.00000 3000.00| 750.00000 2250.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 4560.000 LF | 21.00000 95760.00| 22.50000 102600.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 6.000 EACH| 2726.00000 16356.00| 2000.00000 12000.00| Wire Rope Abutment Anchor Assembly | | | 0110 510A000 73.000 CUYD| 600.00000 43800.00| 400.00000 29200.00| Bridge Substructure Concrete, Class A | | | 0120 511A000 165.000 EACH| 70.00000 11550.00| 75.00000 12375.00| Elastomeric Bearings, Type 1 | | | 0130 512A014 6.000 EACH| 3558.00000 21348.00| 3400.00000 20400.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512B004 9.000 EACH| 3501.00000 31509.00| 3500.00000 31500.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512C017 72.000 EACH| 3725.00000 268200.00| 3300.00000 237600.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 060 -6 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020531060 COUNTIES : MARION LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 23071 |( ) |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C025 24.000 EACH| 4121.00000 98904.00| 3700.00000 88800.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512D025 12.000 EACH| 3859.00000 46308.00| 3200.00000 38400.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0180 512D030 12.000 EACH| 3854.00000 46248.00| 3200.00000 38400.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0190 512E001 32.000 EACH| 433.00000 13856.00| 375.00000 12000.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0200 512E002 16.000 EACH| 482.00000 7712.00| 425.00000 6800.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0210 512F001 16.000 EACH| 607.00000 9712.00| 500.00000 8000.00| Precast Concrete Wing Panels, Type W2 | | | 0220 512F002 8.000 EACH| 735.00000 5880.00| 600.00000 4800.00| Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 12.000 EACH| 593.00000 7116.00| 450.00000 5400.00| Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 29444.00000 29444.00| 55000.00000 55000.00| Mobilization | | | 0250 610C001 978.000 TON | 24.50000 23961.00| 30.00000 29340.00| Loose Riprap, Class 2 | | | 0260 610D000 772.000 SQYD| 2.50000 1930.00| 4.00000 3088.00| Filter Blanket | | | 0270 630C003 12.000 EACH| 965.00000 11580.00| 925.00000 11100.00| Guardrail End Anchor, Type 13 | | | 0280 630C070 12.000 EACH| 1400.00000 16800.00| 1500.00000 18000.00| Guardrail End Anchor, Type 10 Series | | | 0290 665F000 98.000 EACH| 3.00000 294.00| 7.00000 686.00| Hay Bales | | | 0300 665J000 525.000 LF | 4.00000 2100.00| 6.00000 3150.00| Silt Fence, Type A | | | 0310 680A000 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| Engineering Controls | | | 0320 740B000 230.000 SQFT| 8.25000 1897.50| 15.00000 3450.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 060 -7 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20020531060 COUNTIES : MARION LETTING DATE : 05/31/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 23071 |( ) |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740F002 8.000 EACH| 185.00000 1480.00| 375.00000 3000.00| Barricades, Type III | | | 0340 740I005 2.000 EACH| 400.00000 800.00| 500.00000 1000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 860,205.50| $ 897,063.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 860,205.50| $ 897,063.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 061 -1 VENDOR RANKING CALL ORDER : 061 CONTRACT ID : 20020531061 COUNTIES : MARSHALL LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-4803(200) for constructing the Resurfacing and Traffic Stripe on C.R.#73 (Highpoint Road) from the Oneonta Cut-Off Road to the Albertville city limits. Length 1.445 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 192,758.25 100.0000% 2 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 196,827.41 102.1110% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 061 -2 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20020531061 COUNTIES : MARSHALL LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 5.000 SQYD| 20.00000 100.00| 35.00000 175.00| Removing Concrete Driveway | | | 0020 210D001 500.000 CUYD| 10.00000 5000.00| 8.00000 4000.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 401B100 18660.000 SQYD| 0.85010 15862.87| 0.83320 15547.51| Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 840.000 GAL | 1.00000 840.00| 1.00000 840.00| Tack Coat | | | 0050 429A220 1334.000 TON | 34.47000 45982.98| 39.00000 52026.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429B228 1539.000 TON | 32.50000 50017.50| 29.00000 44631.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429C231 445.000 TON | 34.00000 15130.00| 29.00000 12905.00| Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0080 430B014 1718.000 TON | 10.50000 18039.00| 14.00000 24052.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0090 600A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| Mobilization | | | 0100 630A001 400.000 LF | 10.50000 4200.00| 10.50000 4200.00| Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C070 8.000 EACH| 1250.00000 10000.00| 1250.00000 10000.00| Guardrail End Anchor, Type 10 Series | | | 0120 665F000 20.000 EACH| 6.00000 120.00| 5.00000 100.00| Hay Bales | | | 0130 665J000 250.000 LF | 2.00000 500.00| 3.00000 750.00| Silt Fence, Type A | | | 0140 701A031 3.000 MILE| 960.00000 2880.00| 960.00000 2880.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 061 -3 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20020531061 COUNTIES : MARSHALL LETTING DATE : 05/31/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A035 3.000 MILE| 1050.00000 3150.00| 1050.00000 3150.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 1.000 MILE| 650.00000 650.00| 650.00000 650.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 1.000 MILE| 320.00000 320.00| 320.00000 320.00| Broken Temporary Traffic Stripe | | | 0180 701C001 9.000 MILE| 340.00000 3060.00| 340.00000 3060.00| Solid Temporary Traffic Stripe | | | 0190 703A002 370.000 SQFT| 2.00000 740.00| 2.00000 740.00| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 96.000 SQFT| 3.00000 288.00| 3.00000 288.00| Traffic Control Legends, Class 2, Type | | | 0210 703D001 88.000 SQFT| 1.30000 114.40| 1.30000 114.40| Temporary Traffic Control Markings | | | 0220 705A032 48.000 EACH| 5.00000 240.00| 5.00000 240.00| Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 334.000 EACH| 5.25000 1753.50| 5.25000 1753.50| Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 190.000 SQFT| 8.00000 1520.00| 12.00000 2280.00| Construction Signs | | | 0250 740D000 25.000 EACH| 10.00000 250.00| 45.00000 1125.00| Channelizing Drums | | | 0260 740O000 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 192,758.25| $ 196,827.41| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 192,758.25| $ 196,827.41| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 063 -1 VENDOR RANKING CALL ORDER : 063 CONTRACT ID : 20020531063 COUNTIES : MOBILE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BRZ-4900(204) for constructing the Bridge Replacement (Precast) and Approaches on Shell Belt Road over Bayou Cateau in the town of Bayou La Batre. Length - 0.039 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07050 GULF EQUIPMENT CORPORATION $ 311,690.60 100.0000% 2 20021 C. THORNTON, INC. $ 344,865.30 110.6435% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 063 -2 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20020531063 COUNTIES : MOBILE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 20021 |( ) |GULF EQUIPMENT CORPORATION |C. THORNTON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 20000.00000 20000.00| 55000.00000 55000.00| Removal Of Old Bridge, Station 10+48.25 | | | 0020 210D022 500.000 CUYD| 9.20000 4600.00| 8.00000 4000.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0030 230A000 2.000 RBST| 400.00000 800.00| 500.00000 1000.00| Roadbed Processing | | | 0040 401A000 330.000 SQYD| 2.40000 792.00| 2.50000 825.00| Bituminous Treatment A | | | 0050 424A361 27.000 TON | 173.00000 4671.00| 265.10000 7157.70| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B651 41.000 TON | 100.00000 4100.00| 188.70000 7736.70| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424C361 57.000 TON | 90.00000 5130.00| 148.00000 8436.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 505A015 2.000 EACH| 2780.00000 5560.00| 3000.00000 6000.00| Concrete Test Piles (14 Inches Square) | | | 0090 505B045 2.000 EACH| 2780.00000 5560.00| 5500.00000 11000.00| Static Loading Tests (14 Inches Square) | | | 0100 505N000 840.000 LF | 18.40000 15456.00| 22.00000 18480.00| Concrete Piling Furnished(14 Inches | | | Square) | | | 0110 505O000 1242.000 LF | 14.50000 18009.00| 14.00000 17388.00| Concrete Piling Driven(14 Inches | | | Square) | | | 0120 507A000 2.000 EACH| 6340.00000 12680.00| 3400.00000 6800.00| Wire Rope Abutment Anchor Assembly | | | 0130 510D001 1.000 CUYD| 1020.00000 1020.00| 1000.00000 1000.00| Bridge Substructure Concrete, Class E | | | 0140 511A000 44.000 EACH| 73.00000 3212.00| 95.00000 4180.00| Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 063 -3 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20020531063 COUNTIES : MOBILE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 20021 |( ) |GULF EQUIPMENT CORPORATION |C. THORNTON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512A014 2.000 EACH| 4170.00000 8340.00| 4020.00000 8040.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0160 512B015 1.000 EACH| 7060.00000 7060.00| 6670.00000 6670.00| Precast Concrete Intermediate Bent Caps | | | 2'-3" Wide By 1'-11" Deep By 31'-6" Long| | | 0170 512C004 6.000 EACH| 3450.00000 20700.00| 3675.00000 22050.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0180 512C007 2.000 EACH| 3620.00000 7240.00| 3700.00000 7400.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0190 512C017 6.000 EACH| 4120.00000 24720.00| 4215.00000 25290.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512C025 2.000 EACH| 4620.00000 9240.00| 4654.00000 9308.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0210 512D002 2.000 EACH| 3890.00000 7780.00| 3710.00000 7420.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0220 512D030 2.000 EACH| 4800.00000 9600.00| 4291.00000 8582.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0230 512E000 20.000 EACH| 570.00000 11400.00| 450.00000 9000.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0240 512F000 8.000 EACH| 740.00000 5920.00| 597.00000 4776.00| Precast Concrete Wing Panels, Type W1 | | | 0250 512G000 4.000 EACH| 780.00000 3120.00| 646.00000 2584.00| Precast Concrete Abutment Wing Cap Pane | | | 0260 600A000 LUMP| 32000.00000 32000.00| 30000.00000 30000.00| Mobilization | | | 0270 610C001 416.000 TON | 46.70000 19427.20| 40.00000 16640.00| Loose Riprap, Class 2 | | | 0280 610D002 416.000 SQYD| 4.50000 1872.00| 3.00000 1248.00| Filter Blanket, Geotextile (Non-Woven) | | | 0290 630C003 3.000 EACH| 1730.00000 5190.00| 1750.00000 5250.00| Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 063 -4 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20020531063 COUNTIES : MOBILE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 20021 |( ) |GULF EQUIPMENT CORPORATION |C. THORNTON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 630C050 3.000 EACH| 2400.00000 7200.00| 2400.00000 7200.00| Guardrail End Anchor, Type 20 Series | | | 0310 650A000 200.000 CUYD| 17.80000 3560.00| 10.00000 2000.00| Topsoil | | | 0320 652A061 1.000 ACRE| 730.00000 730.00| 1000.00000 1000.00| Seeding (Mix 3E) | | | 0330 654A000 20.000 SQYD| 6.00000 120.00| 5.00000 100.00| Solid Sodding | | | 0340 656A000 1.000 ACRE| 890.00000 890.00| 1000.00000 1000.00| Mulching, Class A, Type 1 | | | 0350 665F000 50.000 EACH| 6.70000 335.00| 5.00000 250.00| Hay Bales | | | 0360 665J001 250.000 LF | 15.00000 3750.00| 4.00000 1000.00| Silt Fence, Type B | | | 0370 665L000 220.000 LF | 11.20000 2464.00| 25.00000 5500.00| Floating Basin Boom | | | 0380 680A000 LUMP| 7300.00000 7300.00| 4000.00000 4000.00| Engineering Controls | | | 0390 701G009 275.000 LF | 1.70000 467.50| 1.65000 453.75| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701G027 275.000 LF | 1.70000 467.50| 1.65000 453.75| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 701G124 148.000 LF | 4.50000 666.00| 4.40000 651.20| Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0420 701G132 148.000 LF | 4.50000 666.00| 4.40000 651.20| Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0430 740B000 262.000 SQFT| 16.70000 4375.40| 12.00000 3144.00| Construction Signs | | | 0440 740F002 8.000 EACH| 340.00000 2720.00| 300.00000 2400.00| Barricades, Type III | | | 0450 740I005 6.000 EACH| 130.00000 780.00| 300.00000 1800.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 311,690.60| $ 344,865.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 311,690.60| $ 344,865.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 065 -1 VENDOR RANKING CALL ORDER : 065 CONTRACT ID : 20020531065 COUNTIES : RUSSELL LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-5717(200) for constructing the Bridge Replacement (Precast) on C.R.#65 (Zion Hill Road) over High Log Creek south of Hatchechubbee. Length - 0.032 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 363,218.00 100.0000% 2 13099 MCINNIS, LLC $ 364,537.92 100.3634% 3 06001 F & W CONSTRUCTION COMPANY, INC. $ 367,087.50 101.0653% 4 12037 LANEY & SONS CONSTRUCTION, INC. $ 367,964.00 101.3067% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 065 -2 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20020531065 COUNTIES : RUSSELL LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 06001 |NEWELL & BUSH, INC. |MCINNIS, LLC |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 206A000 LUMP| 25000.00000 25000.00| 12000.00000 12000.00| 75000.00000 75000.00 Removal Of Old Bridge, Station 260+19 | | | 0020 210A000 1300.000 CUYD| 7.50000 9750.00| 5.50000 7150.00| 15.00000 19500.00 Unclassified Excavation | | | 0030 502A000 225.000 LB | 1.00000 225.00| 1.00000 225.00| 0.50000 112.50 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 500.00000 500.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 1680.000 LF | 18.50000 31080.00| 22.00000 36960.00| 10.00000 16800.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2500.00000 5000.00| 2362.50000 4725.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 30.000 CUYD| 350.00000 10500.00| 400.00000 12000.00| 300.00000 9000.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 66.000 EACH| 70.00000 4620.00| 75.60000 4989.60| 70.00000 4620.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3600.00000 7200.00| 3446.85000 6893.70| 2500.00000 5000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 4.000 EACH| 3300.00000 13200.00| 3367.25000 13469.00| 2800.00000 11200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 30.000 EACH| 3000.00000 90000.00| 3374.36000 101230.80| 2300.00000 69000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 10.000 EACH| 3200.00000 32000.00| 3794.22000 37942.20| 2400.00000 24000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 4.000 EACH| 3500.00000 14000.00| 3847.86000 15391.44| 2600.00000 10400.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 065 -3 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20020531065 COUNTIES : RUSSELL LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 06001 |NEWELL & BUSH, INC. |MCINNIS, LLC |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 6.000 EACH| 3400.00000 20400.00| 3854.37000 23126.22| 2600.00000 15600.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E000 16.000 EACH| 400.00000 6400.00| 286.85000 4589.60| 300.00000 4800.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0170 512F000 8.000 EACH| 500.00000 4000.00| 467.82000 3742.56| 500.00000 4000.00 Precast Concrete Wing Panels, Type W1 | | | 0180 512G000 4.000 EACH| 575.00000 2300.00| 525.45000 2101.80| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 28000.00000 28000.00 Mobilization | | | 0200 610C001 1500.000 TON | 22.00000 33000.00| 21.00000 31500.00| 20.00000 30000.00 Loose Riprap, Class 2 | | | 0210 610D000 1300.000 SQYD| 2.50000 3250.00| 2.00000 2600.00| 4.00000 5200.00 Filter Blanket | | | 0220 630C003 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| 1300.00000 5200.00 Guardrail End Anchor, Type 13 | | | 0230 630C050 4.000 EACH| 1750.00000 7000.00| 1650.00000 6600.00| 2400.00000 9600.00 Guardrail End Anchor, Type 20 Series | | | 0240 665F000 45.000 EACH| 5.00000 225.00| 5.00000 225.00| 5.00000 225.00 Hay Bales | | | 0250 665J000 400.000 LF | 8.00000 3200.00| 6.00000 2400.00| 3.50000 1400.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 5000.00000 5000.00 Engineering Controls | | | 0270 740B000 173.000 SQFT| 16.00000 2768.00| 12.00000 2076.00| 10.00000 1730.00 Construction Signs | | | 0280 740F002 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| 200.00000 800.00 Barricades, Type III | | | 0290 740I005 2.000 EACH| 350.00000 700.00| 200.00000 400.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 363,218.00| $ 364,537.92| $ 367,087.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 363,218.00| $ 364,537.92| $ 367,087.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 065 -4 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20020531065 COUNTIES : RUSSELL LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12037 |( ) |( ) |LANEY & SONS CONSTRUCTION, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 17500.00000 17500.00| | Removal Of Old Bridge, Station 260+19 | | | 0020 210A000 1300.000 CUYD| 5.00000 6500.00| | Unclassified Excavation | | | 0030 502A000 225.000 LB | 2.00000 450.00| | Steel Reinforcement | | | 0040 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 1680.000 LF | 20.00000 33600.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 1800.00000 3600.00| | Wire Rope Abutment Anchor Assembly | | | 0080 510A000 30.000 CUYD| 500.00000 15000.00| | Bridge Substructure Concrete, Class A | | | 0090 511A000 66.000 EACH| 85.00000 5610.00| | Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3250.00000 6500.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 4.000 EACH| 3250.00000 13000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 30.000 EACH| 2800.00000 84000.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 10.000 EACH| 3000.00000 30000.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 4.000 EACH| 3500.00000 14000.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 065 -5 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20020531065 COUNTIES : RUSSELL LETTING DATE : 05/31/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12037 |( ) |( ) |LANEY & SONS CONSTRUCTION, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 6.000 EACH| 3500.00000 21000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E000 16.000 EACH| 750.00000 12000.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0170 512F000 8.000 EACH| 1000.00000 8000.00| | Precast Concrete Wing Panels, Type W1 | | | 0180 512G000 4.000 EACH| 1000.00000 4000.00| | Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 25000.00000 25000.00| | Mobilization | | | 0200 610C001 1500.000 TON | 26.00000 39000.00| | Loose Riprap, Class 2 | | | 0210 610D000 1300.000 SQYD| 3.95000 5135.00| | Filter Blanket | | | 0220 630C003 4.000 EACH| 1000.00000 4000.00| | Guardrail End Anchor, Type 13 | | | 0230 630C050 4.000 EACH| 1650.00000 6600.00| | Guardrail End Anchor, Type 20 Series | | | 0240 665F000 45.000 EACH| 3.00000 135.00| | Hay Bales | | | 0250 665J000 400.000 LF | 3.25000 1300.00| | Silt Fence, Type A | | | 0260 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0270 740B000 173.000 SQFT| 8.00000 1384.00| | Construction Signs | | | 0280 740F002 4.000 EACH| 295.00000 1180.00| | Barricades, Type III | | | 0290 740I005 2.000 EACH| 235.00000 470.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 367,964.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 367,964.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 067 -1 VENDOR RANKING CALL ORDER : 067 CONTRACT ID : 20020531067 COUNTIES : WASHINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-6502(200) for constructing the Bridge Replacement (Precast) on C.R.#19 over Bilbo Creek north of Topton. Length - 0.051 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 387,760.00 100.0000% 2 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 399,469.00 103.0197% 3 20021 C. THORNTON, INC. $ 418,359.00 107.8912% 4 13099 MCINNIS, LLC $ 423,947.00 109.3323% 5 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 436,665.46 112.6123% 6 07050 GULF EQUIPMENT CORPORATION $ 492,559.70 127.0269% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 067 -2 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20020531067 COUNTIES : WASHINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 14005 |( 3 ) 20021 |NEWELL & BUSH, INC. |G. W. NORRELL CONTRACTING C |C. THORNTON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 40000.00000 40000.00| 35000.00000 35000.00| 35000.00000 35000.00 Removal Of Old Bridge, Station 8+01.12 | | | 0020 210A000 627.000 CUYD| 6.00000 3762.00| 5.00000 3135.00| 3.00000 1881.00 Unclassified Excavation | | | 0030 502A000 81.000 LB | 1.00000 81.00| 1.00000 81.00| 2.00000 162.00 Steel Reinforcement | | | 0040 505M000 1450.000 LF | 20.50000 29725.00| 23.00000 33350.00| 25.00000 36250.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0050 505M002 370.000 LF | 26.00000 9620.00| 25.00000 9250.00| 26.00000 9620.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 3000.00000 6000.00| 2100.00000 4200.00| 2800.00000 5600.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 43.000 CUYD| 450.00000 19350.00| 400.00000 17200.00| 350.00000 15050.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 77.000 EACH| 70.00000 5390.00| 75.00000 5775.00| 85.00000 6545.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 2500.00000 5000.00| 3000.00000 6000.00| 3275.00000 6550.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 5.000 EACH| 3000.00000 15000.00| 2800.00000 14000.00| 3300.00000 16500.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C004 36.000 EACH| 2800.00000 100800.00| 2700.00000 97200.00| 3090.00000 111240.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 12.000 EACH| 3000.00000 36000.00| 3000.00000 36000.00| 3350.00000 40200.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 4.000 EACH| 3000.00000 12000.00| 3000.00000 12000.00| 3400.00000 13600.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0140 512D005 8.000 EACH| 3000.00000 24000.00| 3000.00000 24000.00| 3400.00000 27200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0150 512E001 4.000 EACH| 400.00000 1600.00| 500.00000 2000.00| 450.00000 1800.00 Precast Concrete Abutment Panels, Type | | | A2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 067 -3 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20020531067 COUNTIES : WASHINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 14005 |( 3 ) 20021 |NEWELL & BUSH, INC. |G. W. NORRELL CONTRACTING C |C. THORNTON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512E002 24.000 EACH| 300.00000 7200.00| 500.00000 12000.00| 490.00000 11760.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0170 512F001 2.000 EACH| 1000.00000 2000.00| 600.00000 1200.00| 650.00000 1300.00 Precast Concrete Wing Panels, Type W2 | | | 0180 512F002 12.000 EACH| 700.00000 8400.00| 700.00000 8400.00| 784.00000 9408.00 Precast Concrete Wing Panels, Type W3 | | | 0190 512G000 4.000 EACH| 500.00000 2000.00| 600.00000 2400.00| 636.00000 2544.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 25000.00000 25000.00 Mobilization | | | 0210 610C001 380.000 TON | 38.00000 14440.00| 35.00000 13300.00| 38.00000 14440.00 Loose Riprap, Class 2 | | | 0220 610D003 366.000 SQYD| 3.00000 1098.00| 3.00000 1098.00| 2.50000 915.00 Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1150.00000 4600.00| 1075.00000 4300.00| 1400.00000 5600.00 Guardrail End Anchor, Type 13 | | | 0240 630C070 4.000 EACH| 1500.00000 6000.00| 1625.00000 6500.00| 1800.00000 7200.00 Guardrail End Anchor, Type 10 Series | | | 0250 665F000 50.000 EACH| 5.00000 250.00| 3.00000 150.00| 5.00000 250.00 Hay Bales | | | 0260 665J000 600.000 LF | 3.50000 2100.00| 3.00000 1800.00| 4.00000 2400.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 4000.00000 4000.00 Engineering Controls | | | 0280 740B000 262.000 SQFT| 12.00000 3144.00| 15.00000 3930.00| 12.00000 3144.00 Construction Signs | | | 0290 740F002 8.000 EACH| 250.00000 2000.00| 400.00000 3200.00| 275.00000 2200.00 Barricades, Type III | | | 0300 740I005 4.000 EACH| 300.00000 1200.00| 500.00000 2000.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 387,760.00| $ 399,469.00| $ 418,359.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 387,760.00| $ 399,469.00| $ 418,359.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 067 -4 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20020531067 COUNTIES : WASHINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 03001 |( 6 ) 07050 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 35000.00000 35000.00| 17000.00000 17000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 8+01.12 | | | 0020 210A000 627.000 CUYD| 4.00000 2508.00| 10.00000 6270.00| 4.50000 2821.50 Unclassified Excavation | | | 0030 502A000 81.000 LB | 1.00000 81.00| 12.00000 972.00| 2.80000 226.80 Steel Reinforcement | | | 0040 505M000 1450.000 LF | 23.00000 33350.00| 38.00000 55100.00| 26.70000 38715.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0050 505M002 370.000 LF | 24.00000 8880.00| 33.00000 12210.00| 31.20000 11544.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 3500.00000 7000.00| 2550.00000 5100.00| 5950.00000 11900.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 43.000 CUYD| 500.00000 21500.00| 375.00000 16125.00| 650.00000 27950.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 77.000 EACH| 100.00000 7700.00| 70.00000 5390.00| 73.00000 5621.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 3000.00000 6000.00| 3550.00000 7100.00| 3560.00000 7120.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 5.000 EACH| 3500.00000 17500.00| 3550.00000 17750.00| 3560.00000 17800.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C004 36.000 EACH| 2800.00000 100800.00| 2850.00000 102600.00| 3170.00000 114120.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 12.000 EACH| 3500.00000 42000.00| 3075.00000 36900.00| 3450.00000 41400.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 4.000 EACH| 3500.00000 14000.00| 3525.00000 14100.00| 3780.00000 15120.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0140 512D005 8.000 EACH| 3500.00000 28000.00| 3500.00000 28000.00| 3730.00000 29840.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0150 512E001 4.000 EACH| 450.00000 1800.00| 750.00000 3000.00| 600.00000 2400.00 Precast Concrete Abutment Panels, Type | | | A2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 067 -5 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20020531067 COUNTIES : WASHINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 03001 |( 6 ) 07050 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512E002 24.000 EACH| 450.00000 10800.00| 500.00000 12000.00| 645.00000 15480.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0170 512F001 2.000 EACH| 600.00000 1200.00| 875.00000 1750.00| 775.00000 1550.00 Precast Concrete Wing Panels, Type W2 | | | 0180 512F002 12.000 EACH| 650.00000 7800.00| 900.00000 10800.00| 900.00000 10800.00 Precast Concrete Wing Panels, Type W3 | | | 0190 512G000 4.000 EACH| 750.00000 3000.00| 725.00000 2900.00| 762.00000 3048.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 35000.00000 35000.00| 50700.06000 50700.06| 30600.00000 30600.00 Mobilization | | | 0210 610C001 380.000 TON | 32.00000 12160.00| 32.00000 12160.00| 51.20000 19456.00 Loose Riprap, Class 2 | | | 0220 610D003 366.000 SQYD| 3.00000 1098.00| 2.25000 823.50| 4.50000 1647.00 Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1000.00000 4000.00| 1100.00000 4400.00| 1450.00000 5800.00 Guardrail End Anchor, Type 13 | | | 0240 630C070 4.000 EACH| 1600.00000 6400.00| 1400.00000 5600.00| 1780.00000 7120.00 Guardrail End Anchor, Type 10 Series | | | 0250 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 6.70000 335.00 Hay Bales | | | 0260 665J000 600.000 LF | 5.00000 3000.00| 3.25000 1950.00| 4.50000 2700.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 7500.00000 7500.00| 1000.00000 1000.00| 9450.00000 9450.00 Engineering Controls | | | 0280 740B000 262.000 SQFT| 10.00000 2620.00| 7.95000 2082.90| 16.70000 4375.40 Construction Signs | | | 0290 740F002 8.000 EACH| 250.00000 2000.00| 223.00000 1784.00| 340.00000 2720.00 Barricades, Type III | | | 0300 740I005 4.000 EACH| 250.00000 1000.00| 212.00000 848.00| 225.00000 900.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 423,947.00| $ 436,665.46| $ 492,559.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 423,947.00| $ 436,665.46| $ 492,559.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 068 -1 VENDOR RANKING CALL ORDER : 068 CONTRACT ID : 20020531068 COUNTIES : WASHINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-6506(200) for constructing the Resurfacing and Traffic Stripe on C.R.#31 from C.R.#34 at Bigbee to Santa Bogue Creek. Length - 4.068 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 452,249.35 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 484,586.96 107.1504% 3 01073 ASPHALT SUPPLY, L.L.C. $ 545,073.10 120.5249% 4 19100 SOUTHWEST ALABAMA CONSTRUCTION, LLC $ 560,594.79 123.9570% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 068 -2 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020531068 COUNTIES : WASHINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01073 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 1700.000 GAL | 0.90000 1530.00| 1.17000 1989.00| 1.55000 2635.00 Tack Coat | | | 0020 424A340 2726.000 TON | 35.15000 95818.90| 36.99000 100834.74| 41.00000 111766.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424B636 5968.000 TON | 33.55000 200226.40| 34.79000 207626.72| 43.00000 256624.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0040 424B670 1000.000 TON | 56.70000 56700.00| 62.18000 62180.00| 45.00000 45000.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B673 2100.000 TON | 35.90000 75390.00| 38.93000 81753.00| 42.00000 88200.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 600A000 LUMP| 3160.25000 3160.25| 12185.48000 12185.48| 20000.00000 20000.00 Mobilization | | | 0070 701A004 8.000 MILE| 381.65000 3053.20| 404.30000 3234.40| 405.00000 3240.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0080 701A008 2.000 MILE| 327.15000 654.30| 346.54000 693.08| 313.50000 627.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0090 701A012 6.000 MILE| 381.65000 2289.90| 404.30000 2425.80| 405.00000 2430.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0100 701C000 2.000 MILE| 272.60000 545.20| 288.79000 577.58| 302.70000 605.40 Broken Temporary Traffic Stripe | | | 0110 701C001 22.000 MILE| 272.60000 5997.20| 288.78000 6353.16| 427.00000 9394.00 Solid Temporary Traffic Stripe | | | 0120 703A000 30.000 SQFT| 7.65000 229.50| 8.09000 242.70| 1.19000 35.70 Traffic Control Markings, Class 1, Type | | | A | | | 0130 740B000 168.000 SQFT| 11.95000 2007.60| 11.32000 1901.76| 12.00000 2016.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 068 -3 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020531068 COUNTIES : WASHINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01073 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740O000 1.000 EACH| 4646.90000 4646.90| 2589.54000 2589.54| 2500.00000 2500.00 Pilot Car | | | SECTION TOTALS | $ 452,249.35| $ 484,586.96| $ 545,073.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 452,249.35| $ 484,586.96| $ 545,073.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 068 -4 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020531068 COUNTIES : WASHINGTON LETTING DATE : 05/31/02 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 405A000 1700.000 GAL | 0.85000 1445.00| | Tack Coat | | | 0020 424A340 2726.000 TON | 41.25000 112447.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424B636 5968.000 TON | 39.52000 235855.36| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0040 424B670 1000.000 TON | 68.75000 68750.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B673 2100.000 TON | 40.22000 84462.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 600A000 LUMP| 42387.93000 42387.93| | Mobilization | | | 0070 701A004 8.000 MILE| 350.00000 2800.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0080 701A008 2.000 MILE| 290.00000 580.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0090 701A012 6.000 MILE| 350.00000 2100.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0100 701C000 2.000 MILE| 350.00000 700.00| | Broken Temporary Traffic Stripe | | | 0110 701C001 22.000 MILE| 225.00000 4950.00| | Solid Temporary Traffic Stripe | | | 0120 703A000 30.000 SQFT| 7.50000 225.00| | Traffic Control Markings, Class 1, Type | | | A | | | 0130 740B000 168.000 SQFT| 12.75000 2142.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 068 -5 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020531068 COUNTIES : WASHINGTON LETTING DATE : 05/31/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740O000 1.000 EACH| 1750.00000 1750.00| | Pilot Car | | | SECTION TOTALS | $ 560,594.79| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 560,594.79| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 080 -1 VENDOR RANKING CALL ORDER : 080 CONTRACT ID : 20020531080 COUNTIES : TUSCALOOSA LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : 99-305-632-215-202 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#215 from S.R.#6 (U.S.#82) to S.R.#7 (U.S.#11) in Tuscaloosa. Length 1.770 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 584,927.35 100.0000% 2 01018 APAC-ALABAMA, INC. $ 629,931.83 107.6940% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 080 -2 TABULATION OF BIDS CALL ORDER : 080 CONTRACT ID : 20020531080 COUNTIES : TUSCALOOSA LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 848.000 CUYD| 8.68000 7360.64| 12.67000 10744.16| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 305B060 1145.000 TON | 15.25000 17461.25| 25.00000 28625.00| Crushed Aggregate, Section 825, 1" Down | | | For Misscellaneous Use | | | 0030 405A000 5769.000 GAL | 1.25000 7211.25| 1.30000 7499.70| Tack Coat | | | 0040 408A052 50805.000 SQYD| 1.10000 55885.50| 0.95000 48264.75| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A360 2795.000 TON | 39.64000 110793.80| 42.93000 119989.35| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A363 75.000 TON | 50.00000 3750.00| 80.23000 6017.25| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A366 374.000 TON | 39.64000 14825.36| 43.32000 16201.68| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A369 394.000 TON | 59.50000 23443.00| 43.20000 17020.80| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B651 5644.000 TON | 35.70000 201490.80| 33.68000 190089.92| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B655 100.000 TON | 50.00000 5000.00| 57.70000 5770.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B659 100.000 TON | 35.70000 3570.00| 52.19000 5219.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 080 -3 TABULATION OF BIDS CALL ORDER : 080 CONTRACT ID : 20020531080 COUNTIES : TUSCALOOSA LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 424B662 100.000 TON | 59.50000 5950.00| 52.19000 5219.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 600A000 LUMP| 29400.00000 29400.00| 61560.00000 61560.00| Mobilization | | | 0140 651B000 6.000 TON | 150.00000 900.00| 54.00000 324.00| Agricultural Limestone | | | 0150 651C000 3.000 TON | 400.00000 1200.00| 270.00000 810.00| 8-8-8 Commercial Fertilizer | | | 0160 652A054 2.000 ACRE| 800.00000 1600.00| 1080.00000 2160.00| Seeding (Mix 2A) | | | 0170 652A056 1.000 ACRE| 800.00000 800.00| 1080.00000 1080.00| Seeding (Mix 2E) | | | 0180 656A000 3.000 ACRE| 800.00000 2400.00| 810.00000 2430.00| Mulching, Class A, Type 1 | | | 0190 665F000 220.000 EACH| 5.00000 1100.00| 9.85000 2167.00| Hay Bales | | | 0200 665J000 2200.000 LF | 4.00000 8800.00| 3.31000 7282.00| Silt Fence, Type A | | | 0210 701C000 7.000 MILE| 340.00000 2380.00| 367.20000 2570.40| Broken Temporary Traffic Stripe | | | 0220 701C001 13.000 MILE| 380.00000 4940.00| 410.40000 5335.20| Solid Temporary Traffic Stripe | | | 0230 702A040 4.000 MILE| 1850.00000 7400.00| 1998.00000 7992.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0240 702A041 4.000 MILE| 3895.00000 15580.00| 4206.60000 16826.40| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0250 702A042 1.000 MILE| 1850.00000 1850.00| 1998.00000 1998.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0260 702A043 3.000 MILE| 3895.00000 11685.00| 4206.60000 12619.80| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0270 702B011 4337.000 LF | 1.55000 6722.35| 1.67000 7242.79| Dotted Profiled Traffic Stripe (6" Wide | | | 0280 703A002 2377.000 SQFT| 1.80000 4278.60| 1.95000 4635.15| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 080 -4 TABULATION OF BIDS CALL ORDER : 080 CONTRACT ID : 20020531080 COUNTIES : TUSCALOOSA LETTING DATE : 05/31/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703B002 135.000 SQFT| 2.80000 378.00| 3.02000 407.70| Traffic Control Legends, Class 2, Type | | | 0300 703D001 216.000 SQFT| 1.30000 280.80| 1.40000 302.40| Temporary Traffic Control Markings | | | 0310 705A030 28.000 EACH| 5.25000 147.00| 5.67000 158.76| Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 281.000 EACH| 5.00000 1405.00| 5.40000 1517.40| Pavement Markers, Class A-H, Type 1-A | | | 0330 705A037 48.000 EACH| 5.25000 252.00| 5.67000 272.16| Pavement Markers, Class A-H, Type 2-D | | | 0340 705A038 60.000 EACH| 5.25000 315.00| 5.67000 340.20| Pavement Markers, Class A-H, Type 2-E | | | 0350 740B000 1406.000 SQFT| 12.00000 16872.00| 8.31000 11683.86| Construction Signs | | | 0360 740D000 200.000 EACH| 25.00000 5000.00| 81.28000 16256.00| Channelizing Drums | | | 0370 741C010 1.000 EACH| 2500.00000 2500.00| 1300.00000 1300.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 584,927.35| $ 629,931.83| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 584,927.35| $ 629,931.83| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 081 -1 VENDOR RANKING CALL ORDER : 081 CONTRACT ID : 20020531081 COUNTIES : HOUSTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-351-095-201 for constructing the Resurfacing and Traffic Stripe on S.R.#95 from the Florida state line to near U.S.#84 southeast of Gordon. Length 9.473 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 267,849.01 100.0000% 2 19015 S & C MATERIALS & PAVING, INC. $ 285,710.43 106.6685% 3 23018 CHARLES E. WATTS, INC. $ 285,954.58 106.7596% 4 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 296,634.99 110.7471% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 081 -2 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20020531081 COUNTIES : HOUSTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 19015 |( 3 ) 23018 |BULLARD EXCAVATING, INC. |S & C MATERIALS & PAVING, I |CHARLES E. WATTS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B107 133633.000 SQYD| 1.63000 217821.79| 1.61000 215149.13| 1.76000 235194.08 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0020 600A000 LUMP| 8500.00000 8500.00| 18000.00000 18000.00| 1500.00000 1500.00 Mobilization | | | 0030 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 500.00000 500.00 Engineering Controls | | | 0040 701A006 20.000 MILE| 290.00000 5800.00| 460.00000 9200.00| 475.00000 9500.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0050 701A010 7.000 MILE| 250.00000 1750.00| 260.00000 1820.00| 280.00000 1960.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0060 701A014 10.000 MILE| 290.00000 2900.00| 450.00000 4500.00| 470.00000 4700.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0070 701C000 7.000 MILE| 250.00000 1750.00| 250.00000 1750.00| 260.00000 1820.00 Broken Temporary Traffic Stripe | | | 0080 701C001 30.000 MILE| 270.00000 8100.00| 270.00000 8100.00| 275.00000 8250.00 Solid Temporary Traffic Stripe | | | 0090 701D007 1.000 MILE| 1000.00000 1000.00| 900.00000 900.00| 975.00000 975.00 Solid Traffic Stripe Removed (Paint) | | | 0100 701D008 1.000 MILE| 1000.00000 1000.00| 900.00000 900.00| 975.00000 975.00 Solid Traffic Stripe Removed (Plastic) | | | 0110 701D014 1.000 MILE| 1033.00000 1033.00| 900.00000 900.00| 975.00000 975.00 Broken Traffic Stripe Removed (Paint) | | | 0120 701D015 1.000 MILE| 1020.00000 1020.00| 900.00000 900.00| 975.00000 975.00 Broken Traffic Stripe Removed (Plastic) | | | 0130 701G125 210.000 LF | 3.80000 798.00| 3.73000 783.30| 4.00000 840.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701G133 210.000 LF | 3.81000 800.10| 3.84000 806.40| 4.00000 840.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0150 703A002 24.000 SQFT| 2.15000 51.60| 10.00000 240.00| 11.00000 264.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 081 -3 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20020531081 COUNTIES : HOUSTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 19015 |( 3 ) 23018 |BULLARD EXCAVATING, INC. |S & C MATERIALS & PAVING, I |CHARLES E. WATTS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 703D001 12.000 SQFT| 1.35000 16.20| 1.50000 18.00| 2.00000 24.00 Temporary Traffic Control Markings | | | 0170 705A032 486.000 EACH| 4.50000 2187.00| 4.40000 2138.40| 5.00000 2430.00 Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 1437.000 EACH| 4.86000 6983.82| 4.60000 6610.20| 4.75000 6825.75 Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 917.000 SQFT| 5.00000 4585.00| 10.00000 9170.00| 7.75000 7106.75 Construction Signs | | | 0200 740E000 125.000 EACH| 0.01000 1.25| 10.00000 1250.00| 0.00000 0.00 Cones (36 Inches High) | | | 0210 740M001 125.000 EACH| 0.01000 1.25| 7.00000 875.00| 0.00000 0.00 Ballast For Cone | | | 0220 740O000 1.000 EACH| 750.00000 750.00| 700.00000 700.00| 300.00000 300.00 Pilot Car | | | SECTION TOTALS | $ 267,849.01| $ 285,710.43| $ 285,954.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 267,849.01| $ 285,710.43| $ 285,954.58 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 081 -4 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20020531081 COUNTIES : HOUSTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B107 133633.000 SQYD| 1.84000 245884.72| | Bituminous Treatment KG (With Polymer | | | Additive) | | | 0020 600A000 LUMP| 2500.00000 2500.00| | Mobilization | | | 0030 680A000 LUMP| 750.00000 750.00| | Engineering Controls | | | 0040 701A006 20.000 MILE| 457.70000 9154.00| | Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0050 701A010 7.000 MILE| 258.70000 1810.90| | Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0060 701A014 10.000 MILE| 447.75000 4477.50| | Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0070 701C000 7.000 MILE| 248.75000 1741.25| | Broken Temporary Traffic Stripe | | | 0080 701C001 30.000 MILE| 268.65000 8059.50| | Solid Temporary Traffic Stripe | | | 0090 701D007 1.000 MILE| 895.50000 895.50| | Solid Traffic Stripe Removed (Paint) | | | 0100 701D008 1.000 MILE| 895.50000 895.50| | Solid Traffic Stripe Removed (Plastic) | | | 0110 701D014 1.000 MILE| 895.50000 895.50| | Broken Traffic Stripe Removed (Paint) | | | 0120 701D015 1.000 MILE| 895.50000 895.50| | Broken Traffic Stripe Removed (Plastic) | | | 0130 701G125 210.000 LF | 3.71000 779.10| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701G133 210.000 LF | 3.82000 802.20| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0150 703A002 24.000 SQFT| 9.95000 238.80| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 081 -5 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20020531081 COUNTIES : HOUSTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 703D001 12.000 SQFT| 1.49000 17.88| | Temporary Traffic Control Markings | | | 0170 705A032 486.000 EACH| 4.38000 2128.68| | Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 1437.000 EACH| 4.58000 6581.46| | Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 917.000 SQFT| 6.00000 5502.00| | Construction Signs | | | 0200 740E000 125.000 EACH| 10.00000 1250.00| | Cones (36 Inches High) | | | 0210 740M001 125.000 EACH| 3.00000 375.00| | Ballast For Cone | | | 0220 740O000 1.000 EACH| 1000.00000 1000.00| | Pilot Car | | | SECTION TOTALS | $ 296,634.99| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 296,634.99| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 082 -1 VENDOR RANKING CALL ORDER : 082 CONTRACT ID : 20020531082 COUNTIES : CHOCTAW LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-408-124-017-210 for constructing the Shoulder Paving on S.R.#17 from MP 84.210 at Bolinger to MP 91.237 at Gilbertown. Length 7.027 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 276,299.59 100.0000% 2 01073 ASPHALT SUPPLY, L.L.C. $ 324,125.04 117.3093% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 327,641.98 118.5821% 4 19100 SOUTHWEST ALABAMA CONSTRUCTION, LLC $ 373,361.38 135.1292% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 082 -2 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20020531082 COUNTIES : CHOCTAW LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( 3 ) 23011 |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. |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 405A000 918.000 GAL | 1.00000 918.00| 1.43000 1312.74| 1.17000 1074.06 Tack Coat | | | 0020 424A361 2293.000 TON | 38.35000 87936.55| 42.00000 96306.00| 43.25000 99172.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0030 424C361 4586.000 TON | 34.20000 156841.20| 40.75000 186879.50| 39.01000 178899.86 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0040 428B000 68778.000 LF | 0.03000 2063.34| 0.10000 6877.80| 0.06000 4126.68 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0050 430B000 100.000 TON | 23.60000 2360.00| 32.00000 3200.00| 21.45000 2145.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0060 600A000 LUMP| 5700.00000 5700.00| 12000.00000 12000.00| 12495.48000 12495.48 Mobilization | | | 0070 652A057 5.000 ACRE| 528.85000 2644.25| 400.00000 2000.00| 577.58000 2887.90 Seeding (Mix 3A) | | | 0080 656A000 5.000 ACRE| 528.85000 2644.25| 300.00000 1500.00| 577.58000 2887.90 Mulching, Class A, Type 1 | | | 0090 665F000 50.000 EACH| 8.95000 447.50| 5.50000 275.00| 6.45000 322.50 Hay Bales | | | 0100 665J000 500.000 LF | 3.50000 1750.00| 1.76000 880.00| 4.08000 2040.00 Silt Fence, Type A | | | 0110 740B000 766.000 SQFT| 10.75000 8234.50| 9.00000 6894.00| 11.58000 8870.28 Construction Signs | | | 0120 740D000 100.000 EACH| 24.60000 2460.00| 22.50000 2250.00| 53.63000 5363.00 Channelizing Drums | | | 0130 740E000 200.000 EACH| 1.00000 200.00| 9.50000 1900.00| 12.74000 2548.00 Cones (36 Inches High) | | | 0140 740M001 200.000 EACH| 1.00000 200.00| 3.00000 600.00| 8.30000 1660.00 Ballast For Cone | | | 0150 740O000 1.000 EACH| 1900.00000 1900.00| 1250.00000 1250.00| 3149.07000 3149.07 Pilot Car | | | SECTION TOTALS | $ 276,299.59| $ 324,125.04| $ 327,641.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 276,299.59| $ 324,125.04| $ 327,641.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 082 -3 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20020531082 COUNTIES : CHOCTAW LETTING DATE : 05/31/02 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 405A000 918.000 GAL | 0.85000 780.30| | Tack Coat | | | 0020 424A361 2293.000 TON | 41.35000 94815.55| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0030 424C361 4586.000 TON | 42.76000 196097.36| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0040 428B000 68778.000 LF | 0.25000 17194.50| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0050 430B000 100.000 TON | 25.35000 2535.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0060 600A000 LUMP| 31214.67000 31214.67| | Mobilization | | | 0070 652A057 5.000 ACRE| 575.00000 2875.00| | Seeding (Mix 3A) | | | 0080 656A000 5.000 ACRE| 575.00000 2875.00| | Mulching, Class A, Type 1 | | | 0090 665F000 50.000 EACH| 3.75000 187.50| | Hay Bales | | | 0100 665J000 500.000 LF | 12.75000 6375.00| | Silt Fence, Type A | | | 0110 740B000 766.000 SQFT| 12.75000 9766.50| | Construction Signs | | | 0120 740D000 100.000 EACH| 35.95000 3595.00| | Channelizing Drums | | | 0130 740E000 200.000 EACH| 9.75000 1950.00| | Cones (36 Inches High) | | | 0140 740M001 200.000 EACH| 6.75000 1350.00| | Ballast For Cone | | | 0150 740O000 1.000 EACH| 1750.00000 1750.00| | Pilot Car | | | SECTION TOTALS | $ 373,361.38| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 373,361.38| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 083 -1 VENDOR RANKING CALL ORDER : 083 CONTRACT ID : 20020531083 COUNTIES : CLARKE MARENGO LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 WASHINGTON CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-408-690-000-212 for constructing the Guardrail and Guardrail End Anchor Improvements at various sites on S.R.#13 (U.S.#43) and S.R.#69 as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18005 GRADY RALLS & SONS, INC. $ 182,417.00 100.0000% 2 08073 H & L GUARDRAIL, INC. $ 182,767.20 100.1920% 3 01073 ASPHALT SUPPLY, L.L.C. $ 188,893.41 103.5503% 4 20023 TEN-T CORPORATION $ 196,621.50 107.7868% 5 20050 TOMLIN CONSTRUCTION, LLC $ 212,076.50 116.2592% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 083 -2 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020531083 COUNTIES : CLARKE MARENGO LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 WASHINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 08073 |( 3 ) 01073 |GRADY RALLS & SONS, INC. |H & L GUARDRAIL, INC. |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 7700.000 CUYD| 7.10000 54670.00| 7.10000 54670.00| 7.75000 59675.00 Borrow Excavation | | | 0020 600A000 LUMP| 3000.00000 3000.00| 5199.20000 5199.20| 9000.00000 9000.00 Mobilization | | | 0030 630A001 3075.000 LF | 13.00000 39975.00| 13.00000 39975.00| 14.05000 43203.75 Steel Beam Guardrail, Class A, Type 2 | | | 0040 630C044 1.000 EACH| 4500.00000 4500.00| 4500.00000 4500.00| 4864.86000 4864.86 Guardrail End Anchor, Type 21 | | | 0050 630C050 12.000 EACH| 1500.00000 18000.00| 1500.00000 18000.00| 1621.62000 19459.44 Guardrail End Anchor, Type 20 Series | | | 0060 631G009 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 432.43000 864.86 Guardrail End Anchor, Type 10 Series | | | Relocated | | | 0070 652A056 5.000 ACRE| 410.00000 2050.00| 410.00000 2050.00| 600.00000 3000.00 Seeding (Mix 2E) | | | 0080 656A001 5.000 ACRE| 400.00000 2000.00| 400.00000 2000.00| 400.00000 2000.00 Mulching, Class A, Type 2 | | | 0090 665F000 3000.000 EACH| 3.50000 10500.00| 3.50000 10500.00| 5.50000 16500.00 Hay Bales | | | 0100 665J000 8000.000 LF | 3.00000 24000.00| 3.00000 24000.00| 1.51000 12080.00 Silt Fence, Type A | | | 0110 740B000 806.000 SQFT| 12.00000 9672.00| 8.00000 6448.00| 11.75000 9470.50 Construction Signs | | | 0120 740D000 75.000 EACH| 50.00000 3750.00| 75.00000 5625.00| 45.00000 3375.00 Channelizing Drums | | | 0130 740E000 50.000 EACH| 25.00000 1250.00| 20.00000 1000.00| 12.00000 600.00 Cones (36 Inches High) | | | 0140 740M001 50.000 EACH| 5.00000 250.00| 10.00000 500.00| 6.00000 300.00 Ballast For Cone | | | 0150 741C010 2.000 EACH| 4000.00000 8000.00| 3750.00000 7500.00| 2250.00000 4500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 182,417.00| $ 182,767.20| $ 188,893.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 182,417.00| $ 182,767.20| $ 188,893.41 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 083 -3 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020531083 COUNTIES : CLARKE MARENGO LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 WASHINGTON SET-ASIDE : ==================================================================================================================================== |( 4 ) 20023 |( 5 ) 20050 |( ) |TEN-T CORPORATION |TOMLIN CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 7700.000 CUYD| 6.45000 49665.00| 11.66000 89782.00| Borrow Excavation | | | 0020 600A000 LUMP| 8500.00000 8500.00| 2000.00000 2000.00| Mobilization | | | 0030 630A001 3075.000 LF | 13.50000 41512.50| 13.00000 39975.00| Steel Beam Guardrail, Class A, Type 2 | | | 0040 630C044 1.000 EACH| 4500.00000 4500.00| 4500.00000 4500.00| Guardrail End Anchor, Type 21 | | | 0050 630C050 12.000 EACH| 1550.00000 18600.00| 1500.00000 18000.00| Guardrail End Anchor, Type 20 Series | | | 0060 631G009 2.000 EACH| 400.00000 800.00| 400.00000 800.00| Guardrail End Anchor, Type 10 Series | | | Relocated | | | 0070 652A056 5.000 ACRE| 800.00000 4000.00| 1000.00000 5000.00| Seeding (Mix 2E) | | | 0080 656A001 5.000 ACRE| 800.00000 4000.00| 1000.00000 5000.00| Mulching, Class A, Type 2 | | | 0090 665F000 3000.000 EACH| 3.50000 10500.00| 2.00000 6000.00| Hay Bales | | | 0100 665J000 8000.000 LF | 4.30000 34400.00| 2.50000 20000.00| Silt Fence, Type A | | | 0110 740B000 806.000 SQFT| 11.50000 9269.00| 8.25000 6649.50| Construction Signs | | | 0120 740D000 75.000 EACH| 25.00000 1875.00| 58.00000 4350.00| Channelizing Drums | | | 0130 740E000 50.000 EACH| 15.00000 750.00| 9.90000 495.00| Cones (36 Inches High) | | | 0140 740M001 50.000 EACH| 5.00000 250.00| 6.50000 325.00| Ballast For Cone | | | 0150 741C010 2.000 EACH| 4000.00000 8000.00| 4600.00000 9200.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 196,621.50| $ 212,076.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 196,621.50| $ 212,076.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 084 -1 VENDOR RANKING CALL ORDER : 084 CONTRACT ID : 20020531084 COUNTIES : CLARKE WASHINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-508-690-000-214 for constructing the Bridge Pile Encasements at bridges on S.R.#13 (U.S.#43) and on S.R.#12 (U.S.#84) as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03047 CARTER'S CONTRACTING SERVICES, INC. $ 122,992.50 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 162,836.00 132.3951% 3 04009 W. W. DYAR & SONS, INC. $ 165,595.00 134.6383% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 084 -2 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20020531084 COUNTIES : CLARKE WASHINGTON LETTING DATE : 05/31/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03047 |( 2 ) 18005 |( 3 ) 04009 |CARTER'S CONTRACTING SERVIC |GRADY RALLS & SONS, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 504G000 180.000 LF | 325.00000 58500.00| 530.00000 95400.00| 410.00000 73800.00 Steel Piling Encasement, Wet Condition | | | 0020 504G001 19.000 LF | 325.00000 6175.00| 475.00000 9025.00| 410.00000 7790.00 Steel Piling Encasement, Dry Condition | | | 0030 600A000 LUMP| 8400.00000 8400.00| 8000.00000 8000.00| 13500.00000 13500.00 Mobilization | | | 0040 610C001 1604.000 TON | 28.00000 44912.00| 28.00000 44912.00| 40.00000 64160.00 Loose Riprap, Class 2 | | | 0050 610D003 423.000 SQYD| 2.50000 1057.50| 3.00000 1269.00| 5.00000 2115.00 Filter Blanket, Geotextile | | | 0060 740B000 282.000 SQFT| 14.00000 3948.00| 15.00000 4230.00| 15.00000 4230.00 Construction Signs | | | SECTION TOTALS | $ 122,992.50| $ 162,836.00| $ 165,595.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 122,992.50| $ 162,836.00| $ 165,595.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 085 -1 VENDOR RANKING CALL ORDER : 085 CONTRACT ID : 20020531085 COUNTIES : DALE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 GENEVA CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-507-690-000-202 for constructing the Steel Piling Encasements for the bridge on S.R.#153 at Flat Creek south of Ganer, the bridge on S.R.#105 at Bear Creek southwest of Clopton, and the bridge at Bear Creek on U.S.#84 west of Dothan. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03047 CARTER'S CONTRACTING SERVICES, INC. $ 133,333.00 100.0000% 2 20048 TRIPLE C CONSTRUCTION $ 135,525.00 101.6440% 3 03095 COMMERCIAL DIVING SERVICES, INC. $ 142,831.33 107.1238% 4 04009 W. W. DYAR & SONS, INC. $ 193,242.00 144.9319% 5 18005 GRADY RALLS & SONS, INC. $ 212,929.00 159.6971% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 085 -2 TABULATION OF BIDS CALL ORDER : 085 CONTRACT ID : 20020531085 COUNTIES : DALE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 GENEVA SET-ASIDE : ==================================================================================================================================== |( 1 ) 03047 |( 2 ) 20048 |( 3 ) 03095 |CARTER'S CONTRACTING SERVIC |TRIPLE C CONSTRUCTION |COMMERCIAL DIVING SERVICES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 504G000 344.000 LF | 320.00000 110080.00| 285.00000 98040.00| 355.00000 122120.00 Steel Piling Encasement, Wet Condition | | | 0020 600A000 LUMP| 10500.00000 10500.00| 15000.00000 15000.00| 13700.00000 13700.00 Mobilization | | | 0030 680A000 LUMP| 1000.00000 1000.00| 4200.00000 4200.00| 1245.00000 1245.00 Engineering Controls | | | 0040 740B000 599.000 SQFT| 9.50000 5690.50| 15.00000 8985.00| 3.32000 1988.68 Construction Signs | | | 0050 740D000 55.000 EACH| 75.00000 4125.00| 60.00000 3300.00| 32.23000 1772.65 Channelizing Drums | | | 0060 740E000 25.000 EACH| 10.50000 262.50| 30.00000 750.00| 22.50000 562.50 Cones (36 Inches High) | | | 0070 740M001 25.000 EACH| 7.00000 175.00| 10.00000 250.00| 7.50000 187.50 Ballast For Cone | | | 0080 741C010 1.000 EACH| 1500.00000 1500.00| 5000.00000 5000.00| 1255.00000 1255.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 133,333.00| $ 135,525.00| $ 142,831.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 133,333.00| $ 135,525.00| $ 142,831.33 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/06/02 PAGE : 085 -3 TABULATION OF BIDS CALL ORDER : 085 CONTRACT ID : 20020531085 COUNTIES : DALE LETTING DATE : 05/31/02 10:00 AM DISTRICT : 07 GENEVA SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 18005 |( ) |W. W. DYAR & SONS, INC. |GRADY RALLS & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 504G000 344.000 LF | 440.00000 151360.00| 526.00000 180944.00| Steel Piling Encasement, Wet Condition | | | 0020 600A000 LUMP| 16000.00000 16000.00| 10000.00000 10000.00| Mobilization | | | 0030 680A000 LUMP| 3000.00000 3000.00| 1500.00000 1500.00| Engineering Controls | | | 0040 740B000 599.000 SQFT| 18.00000 10782.00| 15.00000 8985.00| Construction Signs | | | 0050 740D000 55.000 EACH| 70.00000 3850.00| 100.00000 5500.00| Channelizing Drums | | | 0060 740E000 25.000 EACH| 35.00000 875.00| 15.00000 375.00| Cones (36 Inches High) | | | 0070 740M001 25.000 EACH| 15.00000 375.00| 5.00000 125.00| Ballast For Cone | | | 0080 741C010 1.000 EACH| 7000.00000 7000.00| 5500.00000 5500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 193,242.00| $ 212,929.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 193,242.00| $ 212,929.00| $ ====================================================================================================================================