ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 11/24/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : ACI-I065(329) for constructing the Interchange Improvements (Including Bridges) at the I-65/I-59 Route Interchange in Birmingham. Length 1.517 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02081 BRASFIELD & GORRIE, L.L.C. $ 18,877,933.40 100.0000% 2 10016 JONES BROS., INC. $ 20,439,831.29 108.2737% 3 19009 GILBERT SOUTHERN CORPORATION $ 21,388,855.70 113.3008% 4 19007 SCOTT BRIDGE COMPANY, INC. $ 23,884,488.34 126.5207% 5 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 25,174,529.28 133.3543% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 65000.00000 65000.00| 1250000.00000 1250000.00| 400000.00000 400000.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 100000.00000 100000.00| 125000.00000 125000.00| 200000.00000 200000.00 Removal Of Old Bridge, Station 27+31.74 | | | N.B. | | | 0030 206A001 LUMP| 145000.00000 145000.00| 125000.00000 125000.00| 250000.00000 250000.00 Removal Of Old Bridge, Station 27+38.79 | | | S.B. | | | 0040 206A050 LUMP| 18797.58000 18797.58| 25000.00000 25000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station(Partial) | | | 17+49.34 N.B. (Partial) | | | 0050 206A051 LUMP| 49407.60000 49407.60| 50000.00000 50000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station | | | (Partial) 24+44.91 W.B. (Partial) | | | 0060 206A052 LUMP| 19439.80000 19439.80| 25000.00000 25000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station | | | (Partial) 40+81.16 N.B. (Partial) | | | 0070 206A053 LUMP| 19579.86000 19579.86| 25000.00000 25000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 41+27.15 | | | S.B. (Partial) | | | 0080 206A054 LUMP| 34404.63000 34404.63| 40000.00000 40000.00| 40000.00000 40000.00 Removal Of Old Bridge, Station 49+01.00 | | | E.B. (Partial) | | | 0090 206A055 LUMP| 31154.87000 31154.87| 40000.00000 40000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 50+19.89 | | | S.B. (Partial) | | | 0100 206A056 LUMP| 38326.98000 38326.98| 40000.00000 40000.00| 35000.00000 35000.00 Removal Of Old Bridge, Station 70+34.54 | | | S.B. & N.B. (Partial) | | | 0110 206A057 LUMP| 18797.58000 18797.58| 25000.00000 25000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 17+47.53 | | | S.B (Partial) | | | 0120 206B000 LUMP| 872.12000 872.12| 5000.00000 5000.00| 2500.00000 2500.00 Removal Of Old Box Culvert, Station | | | 30+27.13 S.B. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 206C000 212.000 SQYD| 8.57000 1816.84| 7.00000 1484.00| 5.00000 1060.00 Removing Concrete Sidewalk | | | 0140 206C001 6419.000 SQYD| 9.51000 61044.69| 5.00000 32095.00| 12.00000 77028.00 Removing Concrete Pavement | | | 0150 206C002 589.000 SQYD| 10.50000 6184.50| 7.00000 4123.00| 5.00000 2945.00 Removing Concrete Slope Paving | | | 0160 206C003 6191.000 SQYD| 1.00000 6191.00| 6.00000 37146.00| 5.00000 30955.00 Removing Concrete Flumes | | | 0170 206C016 1688.000 SQYD| 11.01000 18584.88| 8.00000 13504.00| 5.00000 8440.00 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0180 206D000 471.000 LF | 9.27000 4366.17| 10.00000 4710.00| 10.00000 4710.00 Removing Pipe | | | 0190 206D001 28225.000 LF | 1.13000 31894.25| 1.00000 28225.00| 1.00000 28225.00 Removing Guardrail | | | 0200 206D003 381.000 LF | 4.97000 1893.57| 4.00000 1524.00| 6.00000 2286.00 Removing Curb And Gutter | | | 0210 206D006 1471.000 LF | 2.26000 3324.46| 3.00000 4413.00| 2.00000 2942.00 Removing Industrial Fence | | | 0220 206D010 90.000 LF | 9.58000 862.20| 30.00000 2700.00| 15.00000 1350.00 Removing Safety Barrier | | | 0230 206E000 5.000 EACH| 391.75000 1958.75| 150.00000 750.00| 400.00000 2000.00 Removing Headwalls | | | 0240 206E001 3.000 EACH| 389.19000 1167.57| 200.00000 600.00| 300.00000 900.00 Removing Inlets | | | 0250 206E002 4.000 EACH| 385.98000 1543.92| 300.00000 1200.00| 300.00000 1200.00 Removing Junction Boxes | | | 0260 206E008 115.000 EACH| 113.08000 13004.20| 100.00000 11500.00| 100.00000 11500.00 Removing Guardrail End Anchor (All Type | | | 0270 206E020 12.000 EACH| 4523.07000 54276.84| 4000.00000 48000.00| 3500.00000 42000.00 Removing Existing Overhead Sign | | | Structure | | | 0280 206E041 2.000 EACH| 638.78000 1277.56| 400.00000 800.00| 500.00000 1000.00 Removing Impact Attenuators | | | 0290 210A000 40545.000 CUYD| 10.00000 405450.00| 11.00000 445995.00| 16.00000 648720.00 Unclassified Excavation | | | 0300 210D011 192072.000 CUYD| 8.50000 1632612.00| 11.00000 2112792.00| 16.00000 3073152.00 Borrow Excavation (A-4 or Better) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 214A000 1551.000 CUYD| 12.00000 18612.00| 6.00000 9306.00| 25.00000 38775.00 Structure Excavation | | | 0320 214B001 313.000 CUYD| 28.00000 8764.00| 20.00000 6260.00| 30.00000 9390.00 Foundation Backfill, Commercial | | | 0330 215A000 567.000 CUYD| 16.00000 9072.00| 25.00000 14175.00| 200.00000 113400.00 Unclassified Bridge Excavation | | | 0340 215B000 LUMP| 1000.00000 1000.00| 1.00000 1.00| 25000.00000 25000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 17+49.34 N.B | | | 0350 215B001 LUMP| 30000.00000 30000.00| 1.00000 1.00| 125000.00000 125000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 24+44.91 W.B. | | | 0360 215B002 LUMP| 15000.00000 15000.00| 1.00000 1.00| 35000.00000 35000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 40+81.16 N.B. | | | 0370 215B003 LUMP| 12000.00000 12000.00| 1.00000 1.00| 60000.00000 60000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 41+27.15 S.B. | | | 0380 215B004 LUMP| 4000.00000 4000.00| 1.00000 1.00| 75000.00000 75000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 49+01.00 E.B. | | | 0390 215B005 LUMP| 4000.00000 4000.00| 1.00000 1.00| 70000.00000 70000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 50+19.89 S.B. | | | 0400 215B006 LUMP| 7000.00000 7000.00| 1.00000 1.00| 100000.00000 100000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 70+34.54 S.B. & N.B. | | | 0410 215B007 LUMP| 500.00000 500.00| 1.00000 1.00| 30000.00000 30000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 17+47.53 S.B. | | | 0420 230A000 29.000 RBST| 575.00000 16675.00| 700.00000 20300.00| 500.00000 14500.00 Roadbed Processing | | | 0430 243A010 28094.000 SQYD| 10.48000 294425.12| 5.65000 158731.10| 4.00000 112376.00 Geosynthetic Reinforcement | | | 0440 405A000 8788.000 GAL | 0.99000 8700.12| 0.86000 7557.68| 1.00000 8788.00 Tack Coat | | | 0450 408A052 4887.000 SQYD| 6.00000 29322.00| 4.84000 23653.08| 5.00000 24435.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 423A002 5765.000 TON | 57.00000 328605.00| 54.12000 312001.80| 54.00000 311310.00 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0470 423B000 40429.000 TON | 46.00000 1859734.00| 44.02000 1779684.58| 44.00000 1778876.00 Stone Matrix Asphalt Binder Layer, 1 | | | 1/2" Maximum Aggregate Size | | | 0480 424A361 455.000 TON | 57.00000 25935.00| 54.32000 24715.60| 54.00000 24570.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0490 424A367 22.000 TON | 100.00000 2200.00| 57.39000 1262.58| 57.00000 1254.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0500 424B652 1710.000 TON | 48.00000 82080.00| 44.98000 76915.80| 45.00000 76950.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0510 424B660 281.000 TON | 50.00000 14050.00| 47.01000 13209.81| 47.00000 13207.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0520 424C281 15292.000 TON | 35.00000 535220.00| 34.35000 525280.20| 35.00000 535220.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0530 428C000 19867.000 LF | 0.30000 5960.10| 0.65000 12913.55| 0.20000 3973.40 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0540 450B000 1408.000 SQYD| 85.18000 119933.44| 80.00000 112640.00| 80.00000 112640.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0550 454A004 24733.000 LF | 1.40000 34626.20| 1.24000 30668.92| 1.25000 30916.25 Cleaning And Sealing Concrete Pavement, | | | Type I, Joints (Longitudinal Edge | | | Joints) | | | 0560 502A000 126671.000 LB | 0.40000 50668.40| 0.52000 65868.92| 0.45000 57001.95 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 502B000 LUMP| 7766.23000 7766.23| 10000.00000 10000.00| 9000.00000 9000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 17+49.34 N.B. | | | Approx. 18175 Lbs. | | | 0580 502B001 LUMP| 27361.90000 27361.90| 23000.00000 23000.00| 28000.00000 28000.00 Steel Reinforcement For Bridge | | | Superstructure , Sta. 24+44.91 W.B., | | | Approx. 64034 lbs. | | | 0590 502B002 LUMP| 9807.02000 9807.02| 10000.00000 10000.00| 10000.00000 10000.00 Steel Reinforcement For Bridge | | | Superstructure , Sta. 40+81.16 N.B., | | | Approx. 22951 lbs. | | | 0600 502B003 LUMP| 11578.19000 11578.19| 11000.00000 11000.00| 12000.00000 12000.00 Steel Reinforcement For Bridge | | | Superstructure , Sta. 41+27.15 S.B., | | | Approx. 27096 lbs. | | | 0610 502B004 LUMP| 26664.54000 26664.54| 23000.00000 23000.00| 28000.00000 28000.00 Steel Reinforcement For Bridge | | | Superstructure , Sta. 49+01.00 E.B., | | | Approx. 62402 lbs. | | | 0620 502B005 LUMP| 23535.40000 23535.40| 23000.00000 23000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure , Sta. 50+19.89 S.B., | | | Approx. 55079 lbs. | | | 0630 502B006 LUMP| 25030.96000 25030.96| 23000.00000 23000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure , Sta. 71+34.54 S.B. & | | | N.B. Approx. | | | 0640 502B007 LUMP| 7736.31000 7736.31| 10000.00000 10000.00| 9000.00000 9000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 17+47.53 S.B. | | | Approx. 18105 lbs | | | 0650 505M000 5008.000 LF | 22.41000 112229.28| 35.00000 175280.00| 30.00000 150240.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0660 508A000 19053.000 LB | 3.08000 58683.24| 5.00000 95265.00| 3.00000 57159.00 Structural Steel | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 508B000 1.000 EACH| 115329.06000 115329.06| 115000.00000 115000.00| 100000.00000 100000.00 Structural Steel Superstructure, 48'-8, | | | 82'-9, 48'-8 Cont. Span Sta. 17+ | | | (Specialty Item) | | | 0680 508B001 1.000 EACH| 115267.86000 115267.86| 115000.00000 115000.00| 100000.00000 100000.00 Structural Steel Superstructure, 48'8 | | | 1/2, 82'10 1/8, 48'8 1/2 Cont. Span | | | (Specialty Item) | | | 0690 508B002 1.000 EACH| 65990.82000 65990.82| 570000.00000 570000.00| 80000.00000 80000.00 Structural Steel Superstructure, 70'-0 | | | Simple Span Sta. 24+44.91 W.B. | | | 0700 508B003 1.000 EACH| 66824.85000 66824.85| 570000.00000 570000.00| 80000.00000 80000.00 Structural Steel Superstructure, 70'-0 | | | Simple Span Sta. 25+14.91 W.B. | | | 0710 508B004 1.000 EACH| 70824.06000 70824.06| 570000.00000 570000.00| 80000.00000 80000.00 Structural Steel Superstructure, 70'-0 | | | Simple Span Sta. 25+84.91 W.B. | | | 0720 508B005 1.000 EACH| 50038.59000 50038.59| 570000.00000 570000.00| 75000.00000 75000.00 Structural Steel Superstructure, 57'-0 | | | Simple Span Sta. 26+41.91 W.B. | | | 0730 508B006 1.000 EACH| 36660.20000 36660.20| 130000.00000 130000.00| 65000.00000 65000.00 Structural Steel Superstructure, 56'-0 | | | " Simple Span Sta. 40+81.16 | | | 0740 508B007 1.000 EACH| 40280.16000 40280.16| 50000.00000 50000.00| 65000.00000 65000.00 Structural Steel Superstructure, 66'-0 | | | " Simple Span Sta. 41+37.16 N.B | | | 0750 508B008 1.000 EACH| 41860.94000 41860.94| 50000.00000 50000.00| 65000.00000 65000.00 Structural Steel Superstructure, 66'-0 | | | " Simple Span Sta. 42+03.16 N.B. | | | 0760 508B009 1.000 EACH| 34134.91000 34134.91| 50000.00000 50000.00| 60000.00000 60000.00 Structural Steel Superstructure, 56'-6 | | | Simple Span Sta. 41+27.15 S.B. | | | 0770 508B010 1.000 EACH| 42758.88000 42758.88| 50000.00000 50000.00| 65000.00000 65000.00 Structural Steel Superstructure, 68'-0 | | | Simple Span Sta. 41+83.65 S.B. | | | 0780 508B011 1.000 EACH| 41958.73000 41958.73| 50000.00000 50000.00| 65000.00000 65000.00 Structural Steel Superstructure, 68'-0 | | | Simple Span Sta. 42+51.65 S.B. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 508B012 1.000 EACH| 585459.98000 585459.98| 350000.00000 350000.00| 280000.00000 280000.00 Structural Steel Superstructure, 145'-0 | | | 151'-8 15/16, 76'-0 Cont. (Specialty | | | Item) | | | 0800 508B013 1.000 EACH| 508484.41000 508484.41| 350000.00000 350000.00| 250000.00000 250000.00 Structural Steel Superstructure, 96'-0, | | | 117'-3, 83'-0 Cont. Span Sta. | | | (Specialty Item) | | | 0810 508B014 1.000 EACH| 94060.54000 94060.54| 90000.00000 90000.00| 100000.00000 100000.00 Structural Steel Superstructure, 63'-0" | | | Simple Span No. 1 Sta. 70+34.54 | | | (Specialty Item) | | | 0820 508B015 1.000 EACH| 97658.69000 97658.69| 90000.00000 90000.00| 95000.00000 95000.00 Structural Steel Superstructure, | | | 65'-10" Simple Span No. 2 Sta. 70+34.54 | | | (Specialty Item) | | | 0830 508B016 1.000 EACH| 76990.84000 76990.84| 90000.00000 90000.00| 80000.00000 80000.00 Structural Steel Superstructure, 52'-0" | | | Simple Span No. 3 Sta. 70+34.54 | | | (Specialty Item) | | | 0840 510A000 768.000 CUYD| 728.86000 559764.48| 500.00000 384000.00| 550.00000 422400.00 Bridge Substructure Concrete, Class A | | | 0850 510C001 LUMP| 57685.63000 57685.63| 100000.00000 100000.00| 250000.00000 250000.00 Bridge Concrete Superstructure Sta. | | | 24+44.91 W.B. Approx. 232 Cu. Yd. | | | 0860 510C002 LUMP| 161140.21000 161140.21| 50000.00000 50000.00| 125000.00000 125000.00 Bridge Concrete Superstructure Sta. | | | 40+81.16 N.B. Approx. 91 Cu. Yd. | | | 0870 510C003 LUMP| 67966.92000 67966.92| 50000.00000 50000.00| 140000.00000 140000.00 Bridge Concrete Superstructure Sta. | | | 41+27.15 S.B. Approx. 103 Cu. Yd. | | | 0880 510C004 LUMP| 71007.17000 71007.17| 100000.00000 100000.00| 240000.00000 240000.00 Bridge Concrete Superstructure Sta. | | | 49+01.00 E.B. Approx. 228 Cu. Yd. | | | 0890 510C005 LUMP| 156011.89000 156011.89| 100000.00000 100000.00| 240000.00000 240000.00 Bridge Concrete Superstructure Sta. | | | 50+19.89 S.B. Approx. 192 Cu. Yd. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 510C006 LUMP| 144698.76000 144698.76| 100000.00000 100000.00| 240000.00000 240000.00 Bridge Concrete Superstructure Sta. | | | 70+34.54 S.B. & N.B., Approx. | | | 0910 510C007 LUMP| 143181.04000 143181.04| 40000.00000 40000.00| 100000.00000 100000.00 Bridge Concrete Superstructure Sta. | | | 17+47.53 S.B. Approx. 70 Cu Yds. | | | 0920 510C008 LUMP| 57685.86000 57685.86| 40000.00000 40000.00| 100000.00000 100000.00 Bridge Concrete Superstructure Sta. | | | 17+49.34 N.B. Approx. 70 Cu. Yds. | | | 0930 511A003 48.000 EACH| 678.80000 32582.40| 750.00000 36000.00| 600.00000 28800.00 Elastomeric Bearings, Type 3 | | | 0940 511A004 66.000 EACH| 678.80000 44800.80| 750.00000 49500.00| 600.00000 39600.00 Elastomeric Bearings, Type 4 | | | 0950 520B000 LUMP| 238101.37000 238101.37| 400000.00000 400000.00| 250000.00000 250000.00 Raising Existing Bridge,Station 9+04.02 | | | to Sta. 13+24.97 12th Court | | | 0960 522G000 741.000 LF | 2.14000 1585.74| 52.00000 38532.00| 100.00000 74100.00 Bridge Joint Seal | | | 0970 529A001 17960.000 SQFT| 31.76000 570409.60| 33.50000 601660.00| 35.00000 628600.00 Concrete Retaining Wall | | | 0980 530A001 277.000 LF | 19.37000 5365.49| 26.00000 7202.00| 50.00000 13850.00 18" Roadway Pipe (Class 3 R.C.) | | | 0990 530A002 168.000 LF | 24.67000 4144.56| 30.00000 5040.00| 65.00000 10920.00 24" Roadway Pipe (Class 3 R.C.) | | | 1000 530A004 60.000 LF | 48.34000 2900.40| 65.00000 3900.00| 75.00000 4500.00 36" Roadway Pipe (Class 3 R.C.) | | | 1010 530A028 204.000 LF | 65.37000 13335.48| 70.00000 14280.00| 100.00000 20400.00 48" Roadway Pipe (Class 5 R.C.) | | | 1020 530A212 139.000 LF | 19.72000 2741.08| 24.00000 3336.00| 50.00000 6950.00 18" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 1030 530B006 99.000 LF | 98.06000 9707.94| 100.00000 9900.00| 125.00000 12375.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 1040 600A000 LUMP| 2160000.00000 2160000.00| 1000000.00000 1000000.00| 1625000.00000 1625000.00 Mobilization | | | 1050 601A000 2.000 EACH| 3346.27000 6692.54| 8000.00000 16000.00| 20000.00000 40000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 603A002 1.000 EACH| 21049.31000 21049.31| 60000.00000 60000.00| 40000.00000 40000.00 Furnishing Type 3 Field Office | | | 1070 603B000 260.000 LF | 9.50000 2470.00| 16.00000 4160.00| 15.00000 3900.00 Furnishing Security Fence | | | 1080 606A000 1000.000 LF | 8.77000 8770.00| 10.00000 10000.00| 15.00000 15000.00 6" Underdrain Pipe | | | 1090 610C001 825.000 TON | 19.76000 16302.00| 17.00000 14025.00| 25.00000 20625.00 Loose Riprap, Class 2 | | | 1100 610D002 656.000 SQYD| 2.94000 1928.64| 3.00000 1968.00| 5.00000 3280.00 Filter Blanket, Geotextile (Non-Woven) | | | 1110 614A000 619.000 CUYD| 268.69000 166319.11| 230.00000 142370.00| 150.00000 92850.00 Slope Paving | | | 1120 614A001 308.000 CUYD| 268.98000 82845.84| 250.00000 77000.00| 300.00000 92400.00 Slope Paving (Under Bridges) | | | 1130 618A000 212.000 SQYD| 33.59000 7121.08| 30.00000 6360.00| 25.00000 5300.00 Concrete Sidewalk, 4" Thick | | | 1140 619A005 1.000 EACH| 1069.12000 1069.12| 900.00000 900.00| 1000.00000 1000.00 36" Roadway Pipe End Treatment, Class 1 | | | 1150 619A006 1.000 EACH| 1300.64000 1300.64| 1200.00000 1200.00| 1000.00000 1000.00 42" Roadway Pipe End Treatment, Class 1 | | | 1160 619B021 1.000 EACH| 1799.29000 1799.29| 1700.00000 1700.00| 1000.00000 1000.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 1170 621A004 1.000 EACH| 4499.32000 4499.32| 4000.00000 4000.00| 5000.00000 5000.00 Junction Boxes, Type 4 | | | 1180 621A005 2.000 EACH| 2812.08000 5624.16| 2500.00000 5000.00| 2500.00000 5000.00 Junction Boxes, Type 1 | | | 1190 621A010 2.000 EACH| 3936.91000 7873.82| 3500.00000 7000.00| 2500.00000 5000.00 Junction Boxes, Type 3 | | | 1200 621A022 5.000 EACH| 3374.49000 16872.45| 3000.00000 15000.00| 2500.00000 12500.00 Junction Boxes, Type 1 (Modified) | | | 1210 621A058 4.000 EACH| 4499.32000 17997.28| 4000.00000 16000.00| 2500.00000 10000.00 Junction Boxes, Type 3 (Modified) | | | 1220 621C004 1.000 EACH| 5061.74000 5061.74| 4500.00000 4500.00| 3000.00000 3000.00 Inlets, Type GH | | | 1230 621C020 2.000 EACH| 2812.08000 5624.16| 2500.00000 5000.00| 2000.00000 4000.00 Inlets, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 621C027 1.000 EACH| 2249.66000 2249.66| 2000.00000 2000.00| 2000.00000 2000.00 Inlets, Type C | | | 1245 621C032 1.000 EACH| 2249.66000 2249.66| 3000.00000 3000.00| 3000.00000 3000.00 Inlets, Type C (Modified) | | | 1250 621D019 1.000 EACH| 1124.83000 1124.83| 1000.00000 1000.00| 1000.00000 1000.00 Inlet Units, Type Y | | | 1260 621I000 3.000 EACH| 6748.98000 20246.94| 6000.00000 18000.00| 3000.00000 9000.00 Stilling Basins, Type 00 | | | 1270 623B000 251.000 LF | 16.87000 4234.37| 15.00000 3765.00| 20.00000 5020.00 Concrete Curb, Type N | | | 1280 623B001 57.000 LF | 50.62000 2885.34| 45.00000 2565.00| 25.00000 1425.00 Concrete Curb, Type N Special | | | 1290 623C003 381.000 LF | 19.12000 7284.72| 17.00000 6477.00| 17.00000 6477.00 Combination Curb & Gutter, Type C | | | (Modified) | | | 1300 629A021 304.000 LF | 68.20000 20732.80| 60.00000 18240.00| 60.00000 18240.00 Concrete Median Or Safety Barrier, Type | | | 1 | | | 1310 629A023 90.000 LF | 170.51000 15345.90| 150.00000 13500.00| 150.00000 13500.00 Concrete Median Or Safety Barrier, Type | | | 5 (Special) | | | 1320 629A025 1899.000 LF | 96.62000 183481.38| 85.00000 161415.00| 85.00000 161415.00 Concrete Median Or Safety Barrier, Type | | | Retrofit | | | 1330 629A043 2741.000 LF | 62.52000 171367.32| 55.00000 150755.00| 55.00000 150755.00 Concrete Median Or Safety Barrier, Type | | | 4A (Special) | | | 1340 629C011 14.000 EACH| 5683.52000 79569.28| 5000.00000 70000.00| 5000.00000 70000.00 Concrete Median Or Safety Barrier End | | | Section (Type Retrofit) | | | 1350 630A033 25209.000 LF | 11.00000 277299.00| 9.78000 246544.02| 10.00000 252090.00 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 1360 630C001 25.000 EACH| 754.00000 18850.00| 675.00000 16875.00| 650.00000 16250.00 Guardrail End Anchor, Type 8 | | | 1370 630C003 26.000 EACH| 1100.00000 28600.00| 985.00000 25610.00| 1000.00000 26000.00 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 630C050 12.000 EACH| 1765.00000 21180.00| 1580.00000 18960.00| 1600.00000 19200.00 Guardrail End Anchor, Type 20 Series | | | 1390 630C070 12.000 EACH| 1620.00000 19440.00| 1450.00000 17400.00| 1500.00000 18000.00 Guardrail End Anchor, Type 10 Series | | | 1400 634A002 892.000 LF | 11.87000 10588.04| 10.50000 9366.00| 10.00000 8920.00 Industrial Fence, 6 Feet High | | | 1410 650A000 11760.000 CUYD| 2.83000 33280.80| 8.00000 94080.00| 12.00000 141120.00 Topsoil | | | 1420 652A050 35.000 ACRE| 504.59000 17660.65| 400.00000 14000.00| 500.00000 17500.00 Seeding (Mix 1A) | | | 1430 652A053 23.000 ACRE| 474.91000 10922.93| 400.00000 9200.00| 500.00000 11500.00 Seeding (Mix 1E) | | | 1440 652B050 20.000 ACRE| 457.10000 9142.00| 400.00000 8000.00| 350.00000 7000.00 Temporary Seeding (Mix 1AT) | | | 1450 652D050 20.000 ACRE| 771.73000 15434.60| 400.00000 8000.00| 500.00000 10000.00 Seeding In Stubble (Mix 1A) | | | 1460 654A000 1483.000 SQYD| 5.94000 8809.02| 3.50000 5190.50| 3.00000 4449.00 Solid Sodding | | | 1470 656A000 35.000 ACRE| 486.79000 17037.65| 400.00000 14000.00| 500.00000 17500.00 Mulching, Class A, Type 1 | | | 1480 656A001 23.000 ACRE| 510.53000 11742.19| 400.00000 9200.00| 600.00000 13800.00 Mulching, Class A, Type 2 | | | 1490 659A001 1850.000 SQYD| 1.78000 3293.00| 1.75000 3237.50| 2.00000 3700.00 Erosion Control Netting, Class B | | | 1500 659A003 1340.000 SQYD| 7.12000 9540.80| 4.50000 6030.00| 4.00000 5360.00 Erosion Control Netting, Class C2 | | | 1510 665F000 880.000 EACH| 5.94000 5227.20| 10.00000 8800.00| 5.00000 4400.00 Hay Bales | | | 1520 665I000 260.000 TON | 19.76000 5137.60| 25.00000 6500.00| 55.00000 14300.00 Temporary Riprap, Class 2 | | | 1530 665J000 29572.000 LF | 3.26000 96404.72| 3.00000 88716.00| 2.30000 68015.60 Silt Fence, Type A | | | 1540 665K000 80.000 CUYD| 5.31000 424.80| 16.00000 1280.00| 20.00000 1600.00 Drainage Sump Excavation | | | 1550 680A000 LUMP| 197857.99000 197857.99| 350000.00000 350000.00| 300000.00000 300000.00 Engineering Controls | | | 1560 701A012 1.000 MILE| 848.08000 848.08| 750.00000 750.00| 750.00000 750.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1562 701A080 18.000 MILE| 1000.73000 18013.14| 885.00000 15930.00| 900.00000 16200.00 Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 1564 701A081 18.000 MILE| 1000.73000 18013.14| 885.00000 15930.00| 900.00000 16200.00 Solid Yellow,Cl 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 1566 701A082 23.000 MILE| 541.64000 12457.72| 479.00000 11017.00| 500.00000 11500.00 Broken White, Class 2T,Type A, Traffic | | | Stripe(6"Wide) | | | 1568 701B010 5315.000 LF | 0.43000 2285.45| 0.38000 2019.70| 0.50000 2657.50 Dotted ,Class 2T,Type A,Traffic Stripe | | | (6"Wide) | | | 1570 701C003 1.000 MILE| 848.08000 848.08| 750.00000 750.00| 750.00000 750.00 Solid Temporary Traffic Stripe (Paint) | | | 1580 701C004 30.000 MILE| 4658.76000 139762.80| 4120.00000 123600.00| 4000.00000 120000.00 Broken Temporary Traffic Stripe (Tape) | | | 1590 701C005 22.000 MILE| 9136.60000 201005.20| 8080.00000 177760.00| 8000.00000 176000.00 Solid Temporary Traffic Stripe (Tape) | | | 1600 701D008 23.000 MILE| 1978.84000 45513.32| 1750.00000 40250.00| 1800.00000 41400.00 Solid Traffic Stripe Removed (Plastic) | | | 1610 701D009 22.000 MILE| 1356.92000 29852.24| 1200.00000 26400.00| 1200.00000 26400.00 Solid Traffic Stripe Removed (Tape) | | | 1620 701D015 18.000 MILE| 2233.26000 40198.68| 1975.00000 35550.00| 2000.00000 36000.00 Broken Traffic Stripe Removed (Plastic) | | | 1630 701D016 30.000 MILE| 1356.92000 40707.60| 1200.00000 36000.00| 1200.00000 36000.00 Broken Traffic Stripe Removed (Tape) | | | 1680 703A002 8470.000 SQFT| 2.54000 21513.80| 2.25000 19057.50| 2.50000 21175.00 Traffic Control Markings, Class 2, Type | | | A | | | 1690 703B002 39.000 SQFT| 5.65000 220.35| 5.00000 195.00| 5.00000 195.00 Traffic Control Legends, Class 2, Type | | | 1700 705A011 6792.000 EACH| 5.65000 38374.80| 5.00000 33960.00| 5.00000 33960.00 Pavement Markers, Class C, Type 1-A | | | 1710 705A012 2164.000 EACH| 5.65000 12226.60| 5.00000 10820.00| 5.00000 10820.00 Pavement Markers, Class C, Type 1-B | | | 1720 705A030 1158.000 EACH| 6.67000 7723.86| 5.90000 6832.20| 6.00000 6948.00 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1730 705A031 3137.000 EACH| 6.45000 20233.65| 5.70000 17880.90| 6.00000 18822.00 Pavement Markers, Class A-H, Type 1-A | | | 1740 705A032 168.000 EACH| 6.45000 1083.60| 5.70000 957.60| 6.00000 1008.00 Pavement Markers, Class A-H, Type 1-B | | | 1750 707G000 303.000 EACH| 11.31000 3426.93| 10.00000 3030.00| 25.00000 7575.00 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 1760 710A115 50.000 SQFT| 16.79000 839.50| 14.85000 742.50| 25.00000 1250.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1770 710A125 117.000 SQFT| 20.92000 2447.64| 18.50000 2164.50| 20.00000 2340.00 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1780 710A140 10081.000 SQFT| 20.64000 208071.84| 18.25000 183978.25| 20.00000 201620.00 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1790 710A141 433.000 SQFT| 24.31000 10526.23| 21.50000 9309.50| 20.00000 8660.00 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1800 710A142 765.000 SQFT| 22.62000 17304.30| 20.00000 15300.00| 20.00000 15300.00 Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | 1810 710B001 239.000 LF | 9.05000 2162.95| 8.00000 1912.00| 6.00000 1434.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1820 710B010 40.000 LF | 81.42000 3256.80| 72.00000 2880.00| 100.00000 4000.00 Roadway Sign Post (W6 x 9 Steel Beam) | | | 1830 710B011 31.000 LF | 88.20000 2734.20| 78.00000 2418.00| 100.00000 3100.00 Roadway Sign Post (W6 x 12 Steel Beam) | | | 1840 710C000 LUMP| 22615.34000 22615.34| 20000.00000 20000.00| 6200.00000 6200.00 Removal Of Existing Roadway Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1850 711A000 LUMP| 19223.04000 19223.04| 17000.00000 17000.00| 30000.00000 30000.00 Roadway Sign Relocation | | | 1860 715A000 LUMP| 55775.08000 55775.08| 49325.00000 49325.00| 63000.00000 63000.00 Overhead Roadway Sign Structure No. | | | OHSB-1 | | | 1870 715A001 LUMP| 41725.30000 41725.30| 36900.00000 36900.00| 52500.00000 52500.00 Overhead Roadway Sign Structure No. | | | OHSB-10 | | | 1880 715A002 LUMP| 62559.68000 62559.68| 55325.00000 55325.00| 70000.00000 70000.00 Overhead Roadway Sign Structure No. | | | OHSB-11 | | | 1890 715A003 LUMP| 50460.48000 50460.48| 44625.00000 44625.00| 58000.00000 58000.00 Overhead Roadway Sign Structure No. | | | OHSB-18 | | | 1900 715A004 LUMP| 49753.75000 49753.75| 44000.00000 44000.00| 58000.00000 58000.00 Overhead Roadway Sign Structure No. | | | OHSB-28 | | | 1910 715A005 LUMP| 53994.12000 53994.12| 47750.00000 47750.00| 61000.00000 61000.00 Overhead Roadway Sign Structure No. | | | OHSB-32 | | | 1920 715A006 LUMP| 58347.58000 58347.58| 51600.00000 51600.00| 65000.00000 65000.00 Overhead Roadway Sign Structure No. | | | OHSB-36 | | | 1930 715A007 LUMP| 44665.29000 44665.29| 39500.00000 39500.00| 53000.00000 53000.00 Overhead Roadway Sign Structure No. | | | OHSB-44 | | | 1940 715A008 LUMP| 48509.90000 48509.90| 42900.00000 42900.00| 58000.00000 58000.00 Overhead Roadway Sign Structure No. | | | OHSB-47 | | | 1950 715A009 LUMP| 50884.51000 50884.51| 45000.00000 45000.00| 58000.00000 58000.00 Overhead Roadway Sign Structure No. | | | OHSB-61 | | | 1960 715A010 LUMP| 63322.95000 63322.95| 56000.00000 56000.00| 69000.00000 69000.00 Overhead Roadway Sign Structure No. | | | OHSB-63 | | | 1970 715A011 LUMP| 54644.31000 54644.31| 48325.00000 48325.00| 62000.00000 62000.00 Overhead Roadway Sign Structure No. | | | OHSB-64 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1980 715A012 LUMP| 52580.66000 52580.66| 46500.00000 46500.00| 60000.00000 60000.00 Overhead Roadway Sign Structure No. | | | OHSB-7 | | | 1990 715A013 LUMP| 42403.76000 42403.76| 37500.00000 37500.00| 50000.00000 50000.00 Overhead Roadway Sign Structure No. | | | OHSB-6 | | | 2000 720A025 4.000 EACH| 26754.26000 107017.04| 21500.00000 86000.00| 20000.00000 80000.00 Vehicular Impact Attenuator | | | Assembly(Unidirectional, TL-3) | | | 2010 726A000 23038.000 LF | 31.66000 729383.08| 28.00000 645064.00| 30.00000 691140.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 2020 726A001 320.000 LF | 50.88000 16281.60| 45.00000 14400.00| 100.00000 32000.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 2030 726D025 32.000 EACH| 11307.67000 361845.44| 10000.00000 320000.00| 15000.00000 480000.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 2040 728A000 2.000 EACH| 17380.19000 34760.38| 26000.00000 52000.00| 15000.00000 30000.00 Truck Mounted Impact Attenuator Unit | | | 2050 731A002 3.000 EACH| 2249.66000 6748.98| 4600.00000 13800.00| 5000.00000 15000.00 Traffic Counting Units, Type C | | | 2060 731A003 5.000 EACH| 2699.59000 13497.95| 6200.00000 31000.00| 5000.00000 25000.00 Traffic Counting Units, Type D | | | 2070 740B000 3075.000 SQFT| 12.76000 39237.00| 14.00000 43050.00| 10.00000 30750.00 Construction Signs | | | 2080 740C000 287.000 SQFT| 9.50000 2726.50| 15.00000 4305.00| 10.00000 2870.00 Special Construction Signs | | | 2090 740D000 100.000 EACH| 71.24000 7124.00| 100.00000 10000.00| 50.00000 5000.00 Channelizing Drums | | | 2100 740E000 50.000 EACH| 22.56000 1128.00| 50.00000 2500.00| 10.00000 500.00 Cones (36 Inches High) | | | 2110 740F002 4.000 EACH| 227.96000 911.84| 250.00000 1000.00| 250.00000 1000.00 Barricades, Type III | | | 2120 740I005 2.000 EACH| 396.55000 793.10| 1000.00000 2000.00| 300.00000 600.00 Warning Lights, Type B (Detachable Head | | | 2130 740L004 145.000 EACH| 81.92000 11878.40| 65.00000 9425.00| 120.00000 17400.00 Vertical Panel Type II, Single-Sided | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 10016 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |JONES BROS., INC. |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2140 740M001 50.000 EACH| 14.48000 724.00| 8.00000 400.00| 5.00000 250.00 Ballast For Cone | | | 2150 741C010 4.000 EACH| 4274.21000 17096.84| 4800.00000 19200.00| 3000.00000 12000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2160 742A001 4.000 EACH| 13879.32000 55517.28| 20000.00000 80000.00| 15000.00000 60000.00 Portable Changeable Message Sign, Type | | | 2170 750R000 LUMP| 877367.82000 877367.82| 698745.00000 698745.00| 1000000.00000 1000000.00 Area Lighting System | | | 2180 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 18,877,933.40| $ 20,439,831.29| $ 21,388,855.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,877,933.40| $ 20,439,831.29| $ 21,388,855.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 2684500.00000 2684500.00| 30000.00000 30000.00| Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 100000.00000 100000.00| 102000.00000 102000.00| Removal Of Old Bridge, Station 27+31.74 | | | N.B. | | | 0030 206A001 LUMP| 125000.00000 125000.00| 180000.00000 180000.00| Removal Of Old Bridge, Station 27+38.79 | | | S.B. | | | 0040 206A050 LUMP| 40000.00000 40000.00| 143000.00000 143000.00| Removal Of Old Bridge, Station(Partial) | | | 17+49.34 N.B. (Partial) | | | 0050 206A051 LUMP| 40000.00000 40000.00| 226800.00000 226800.00| Removal Of Old Bridge, Station | | | (Partial) 24+44.91 W.B. (Partial) | | | 0060 206A052 LUMP| 35000.00000 35000.00| 157000.00000 157000.00| Removal Of Old Bridge, Station | | | (Partial) 40+81.16 N.B. (Partial) | | | 0070 206A053 LUMP| 35000.00000 35000.00| 157800.00000 157800.00| Removal Of Old Bridge, Station 41+27.15 | | | S.B. (Partial) | | | 0080 206A054 LUMP| 65000.00000 65000.00| 236600.00000 236600.00| Removal Of Old Bridge, Station 49+01.00 | | | E.B. (Partial) | | | 0090 206A055 LUMP| 65000.00000 65000.00| 213000.00000 213000.00| Removal Of Old Bridge, Station 50+19.89 | | | S.B. (Partial) | | | 0100 206A056 LUMP| 40000.00000 40000.00| 161000.00000 161000.00| Removal Of Old Bridge, Station 70+34.54 | | | S.B. & N.B. (Partial) | | | 0110 206A057 LUMP| 40000.00000 40000.00| 143000.00000 143000.00| Removal Of Old Bridge, Station 17+47.53 | | | S.B (Partial) | | | 0120 206B000 LUMP| 6000.00000 6000.00| 25000.00000 25000.00| Removal Of Old Box Culvert, Station | | | 30+27.13 S.B. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 206C000 212.000 SQYD| 10.00000 2120.00| 7.00000 1484.00| Removing Concrete Sidewalk | | | 0140 206C001 6419.000 SQYD| 20.00000 128380.00| 17.00000 109123.00| Removing Concrete Pavement | | | 0150 206C002 589.000 SQYD| 8.00000 4712.00| 8.00000 4712.00| Removing Concrete Slope Paving | | | 0160 206C003 6191.000 SQYD| 6.00000 37146.00| 8.00000 49528.00| Removing Concrete Flumes | | | 0170 206C016 1688.000 SQYD| 13.40000 22619.20| 8.00000 13504.00| Removing Concrete Slope Paving (Under | | | Bridges) | | | 0180 206D000 471.000 LF | 20.00000 9420.00| 7.60000 3579.60| Removing Pipe | | | 0190 206D001 28225.000 LF | 1.00000 28225.00| 1.00000 28225.00| Removing Guardrail | | | 0200 206D003 381.000 LF | 6.00000 2286.00| 6.00000 2286.00| Removing Curb And Gutter | | | 0210 206D006 1471.000 LF | 2.00000 2942.00| 2.00000 2942.00| Removing Industrial Fence | | | 0220 206D010 90.000 LF | 100.00000 9000.00| 15.00000 1350.00| Removing Safety Barrier | | | 0230 206E000 5.000 EACH| 385.00000 1925.00| 626.00000 3130.00| Removing Headwalls | | | 0240 206E001 3.000 EACH| 385.00000 1155.00| 1170.00000 3510.00| Removing Inlets | | | 0250 206E002 4.000 EACH| 385.00000 1540.00| 1150.00000 4600.00| Removing Junction Boxes | | | 0260 206E008 115.000 EACH| 100.00000 11500.00| 100.00000 11500.00| Removing Guardrail End Anchor (All Type | | | 0270 206E020 12.000 EACH| 2500.00000 30000.00| 2000.00000 24000.00| Removing Existing Overhead Sign | | | Structure | | | 0280 206E041 2.000 EACH| 2500.00000 5000.00| 1000.00000 2000.00| Removing Impact Attenuators | | | 0290 210A000 40545.000 CUYD| 23.00000 932535.00| 18.29000 741568.05| Unclassified Excavation | | | 0300 210D011 192072.000 CUYD| 11.00000 2112792.00| 12.50000 2400900.00| Borrow Excavation (A-4 or Better) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 214A000 1551.000 CUYD| 1.00000 1551.00| 6.00000 9306.00| Structure Excavation | | | 0320 214B001 313.000 CUYD| 65.00000 20345.00| 28.00000 8764.00| Foundation Backfill, Commercial | | | 0330 215A000 567.000 CUYD| 100.00000 56700.00| 52.50000 29767.50| Unclassified Bridge Excavation | | | 0340 215B000 LUMP| 65000.00000 65000.00| 52500.00000 52500.00| Cofferdams Or Sheeting And Shoring, Sta | | | 17+49.34 N.B | | | 0350 215B001 LUMP| 65000.00000 65000.00| 52500.00000 52500.00| Cofferdams Or Sheeting And Shoring, Sta | | | 24+44.91 W.B. | | | 0360 215B002 LUMP| 25000.00000 25000.00| 52500.00000 52500.00| Cofferdams Or Sheeting And Shoring, Sta | | | 40+81.16 N.B. | | | 0370 215B003 LUMP| 25000.00000 25000.00| 52500.00000 52500.00| Cofferdams Or Sheeting And Shoring, Sta | | | 41+27.15 S.B. | | | 0380 215B004 LUMP| 40000.00000 40000.00| 52500.00000 52500.00| Cofferdams Or Sheeting And Shoring, Sta | | | 49+01.00 E.B. | | | 0390 215B005 LUMP| 40000.00000 40000.00| 52500.00000 52500.00| Cofferdams Or Sheeting And Shoring, Sta | | | 50+19.89 S.B. | | | 0400 215B006 LUMP| 65000.00000 65000.00| 52500.00000 52500.00| Cofferdams Or Sheeting And Shoring, Sta | | | 70+34.54 S.B. & N.B. | | | 0410 215B007 LUMP| 65000.00000 65000.00| 52500.00000 52500.00| Cofferdams Or Sheeting And Shoring, Sta | | | 17+47.53 S.B. | | | 0420 230A000 29.000 RBST| 600.00000 17400.00| 595.00000 17255.00| Roadbed Processing | | | 0430 243A010 28094.000 SQYD| 7.00000 196658.00| 11.50000 323081.00| Geosynthetic Reinforcement | | | 0440 405A000 8788.000 GAL | 1.00000 8788.00| 0.86000 7557.68| Tack Coat | | | 0450 408A052 4887.000 SQYD| 5.00000 24435.00| 4.84000 23653.08| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 423A002 5765.000 TON | 55.00000 317075.00| 54.12000 312001.80| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0470 423B000 40429.000 TON | 44.10000 1782918.90| 44.02000 1779684.58| Stone Matrix Asphalt Binder Layer, 1 | | | 1/2" Maximum Aggregate Size | | | 0480 424A361 455.000 TON | 55.00000 25025.00| 54.32000 24715.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0490 424A367 22.000 TON | 58.00000 1276.00| 57.39000 1262.58| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0500 424B652 1710.000 TON | 45.00000 76950.00| 44.98000 76915.80| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0510 424B660 281.000 TON | 47.50000 13347.50| 47.01000 13209.81| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0520 424C281 15292.000 TON | 34.50000 527574.00| 34.35000 525280.20| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0530 428C000 19867.000 LF | 1.00000 19867.00| 0.50000 9933.50| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0540 450B000 1408.000 SQYD| 90.00000 126720.00| 150.00000 211200.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0550 454A004 24733.000 LF | 1.30000 32152.90| 1.24000 30668.92| Cleaning And Sealing Concrete Pavement, | | | Type I, Joints (Longitudinal Edge | | | Joints) | | | 0560 502A000 126671.000 LB | 0.59000 74735.89| 0.53000 67135.63| Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 502B000 LUMP| 13000.00000 13000.00| 10000.00000 10000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 17+49.34 N.B. | | | Approx. 18175 Lbs. | | | 0580 502B001 LUMP| 45000.00000 45000.00| 35000.00000 35000.00| Steel Reinforcement For Bridge | | | Superstructure , Sta. 24+44.91 W.B., | | | Approx. 64034 lbs. | | | 0590 502B002 LUMP| 15000.00000 15000.00| 13000.00000 13000.00| Steel Reinforcement For Bridge | | | Superstructure , Sta. 40+81.16 N.B., | | | Approx. 22951 lbs. | | | 0600 502B003 LUMP| 18000.00000 18000.00| 15000.00000 15000.00| Steel Reinforcement For Bridge | | | Superstructure , Sta. 41+27.15 S.B., | | | Approx. 27096 lbs. | | | 0610 502B004 LUMP| 40000.00000 40000.00| 35000.00000 35000.00| Steel Reinforcement For Bridge | | | Superstructure , Sta. 49+01.00 E.B., | | | Approx. 62402 lbs. | | | 0620 502B005 LUMP| 40000.00000 40000.00| 30000.00000 30000.00| Steel Reinforcement For Bridge | | | Superstructure , Sta. 50+19.89 S.B., | | | Approx. 55079 lbs. | | | 0630 502B006 LUMP| 40000.00000 40000.00| 32000.00000 32000.00| Steel Reinforcement For Bridge | | | Superstructure , Sta. 71+34.54 S.B. & | | | N.B. Approx. | | | 0640 502B007 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| Steel Reinforcement For Bridge | | | Superstructure Sta. 17+47.53 S.B. | | | Approx. 18105 lbs | | | 0650 505M000 5008.000 LF | 38.00000 190304.00| 23.10000 115684.80| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0660 508A000 19053.000 LB | 4.00000 76212.00| 3.00000 57159.00| Structural Steel | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 508B000 1.000 EACH| 125000.00000 125000.00| 147000.00000 147000.00| Structural Steel Superstructure, 48'-8, | | | 82'-9, 48'-8 Cont. Span Sta. 17+ | | | (Specialty Item) | | | 0680 508B001 1.000 EACH| 125000.00000 125000.00| 147000.00000 147000.00| Structural Steel Superstructure, 48'8 | | | 1/2, 82'10 1/8, 48'8 1/2 Cont. Span | | | (Specialty Item) | | | 0690 508B002 1.000 EACH| 100000.00000 100000.00| 102000.00000 102000.00| Structural Steel Superstructure, 70'-0 | | | Simple Span Sta. 24+44.91 W.B. | | | 0700 508B003 1.000 EACH| 100000.00000 100000.00| 104000.00000 104000.00| Structural Steel Superstructure, 70'-0 | | | Simple Span Sta. 25+14.91 W.B. | | | 0710 508B004 1.000 EACH| 100000.00000 100000.00| 104000.00000 104000.00| Structural Steel Superstructure, 70'-0 | | | Simple Span Sta. 25+84.91 W.B. | | | 0720 508B005 1.000 EACH| 60000.00000 60000.00| 61000.00000 61000.00| Structural Steel Superstructure, 57'-0 | | | Simple Span Sta. 26+41.91 W.B. | | | 0730 508B006 1.000 EACH| 50000.00000 50000.00| 52000.00000 52000.00| Structural Steel Superstructure, 56'-0 | | | " Simple Span Sta. 40+81.16 | | | 0740 508B007 1.000 EACH| 55000.00000 55000.00| 63000.00000 63000.00| Structural Steel Superstructure, 66'-0 | | | " Simple Span Sta. 41+37.16 N.B | | | 0750 508B008 1.000 EACH| 55000.00000 55000.00| 63000.00000 63000.00| Structural Steel Superstructure, 66'-0 | | | " Simple Span Sta. 42+03.16 N.B. | | | 0760 508B009 1.000 EACH| 40000.00000 40000.00| 40000.00000 40000.00| Structural Steel Superstructure, 56'-6 | | | Simple Span Sta. 41+27.15 S.B. | | | 0770 508B010 1.000 EACH| 60000.00000 60000.00| 63000.00000 63000.00| Structural Steel Superstructure, 68'-0 | | | Simple Span Sta. 41+83.65 S.B. | | | 0780 508B011 1.000 EACH| 60000.00000 60000.00| 63000.00000 63000.00| Structural Steel Superstructure, 68'-0 | | | Simple Span Sta. 42+51.65 S.B. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 508B012 1.000 EACH| 400000.00000 400000.00| 508000.00000 508000.00| Structural Steel Superstructure, 145'-0 | | | 151'-8 15/16, 76'-0 Cont. (Specialty | | | Item) | | | 0800 508B013 1.000 EACH| 450000.00000 450000.00| 497000.00000 497000.00| Structural Steel Superstructure, 96'-0, | | | 117'-3, 83'-0 Cont. Span Sta. | | | (Specialty Item) | | | 0810 508B014 1.000 EACH| 120000.00000 120000.00| 125000.00000 125000.00| Structural Steel Superstructure, 63'-0" | | | Simple Span No. 1 Sta. 70+34.54 | | | (Specialty Item) | | | 0820 508B015 1.000 EACH| 130000.00000 130000.00| 141000.00000 141000.00| Structural Steel Superstructure, | | | 65'-10" Simple Span No. 2 Sta. 70+34.54 | | | (Specialty Item) | | | 0830 508B016 1.000 EACH| 100000.00000 100000.00| 93000.00000 93000.00| Structural Steel Superstructure, 52'-0" | | | Simple Span No. 3 Sta. 70+34.54 | | | (Specialty Item) | | | 0840 510A000 768.000 CUYD| 1000.00000 768000.00| 1050.00000 806400.00| Bridge Substructure Concrete, Class A | | | 0850 510C001 LUMP| 150000.00000 150000.00| 235000.00000 235000.00| Bridge Concrete Superstructure Sta. | | | 24+44.91 W.B. Approx. 232 Cu. Yd. | | | 0860 510C002 LUMP| 80000.00000 80000.00| 92000.00000 92000.00| Bridge Concrete Superstructure Sta. | | | 40+81.16 N.B. Approx. 91 Cu. Yd. | | | 0870 510C003 LUMP| 80000.00000 80000.00| 105000.00000 105000.00| Bridge Concrete Superstructure Sta. | | | 41+27.15 S.B. Approx. 103 Cu. Yd. | | | 0880 510C004 LUMP| 150000.00000 150000.00| 232000.00000 232000.00| Bridge Concrete Superstructure Sta. | | | 49+01.00 E.B. Approx. 228 Cu. Yd. | | | 0890 510C005 LUMP| 175000.00000 175000.00| 195000.00000 195000.00| Bridge Concrete Superstructure Sta. | | | 50+19.89 S.B. Approx. 192 Cu. Yd. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 510C006 LUMP| 125000.00000 125000.00| 220000.00000 220000.00| Bridge Concrete Superstructure Sta. | | | 70+34.54 S.B. & N.B., Approx. | | | 0910 510C007 LUMP| 100000.00000 100000.00| 71000.00000 71000.00| Bridge Concrete Superstructure Sta. | | | 17+47.53 S.B. Approx. 70 Cu Yds. | | | 0920 510C008 LUMP| 100000.00000 100000.00| 71000.00000 71000.00| Bridge Concrete Superstructure Sta. | | | 17+49.34 N.B. Approx. 70 Cu. Yds. | | | 0930 511A003 48.000 EACH| 1100.00000 52800.00| 750.00000 36000.00| Elastomeric Bearings, Type 3 | | | 0940 511A004 66.000 EACH| 1325.00000 87450.00| 750.00000 49500.00| Elastomeric Bearings, Type 4 | | | 0950 520B000 LUMP| 265000.00000 265000.00| 350000.00000 350000.00| Raising Existing Bridge,Station 9+04.02 | | | to Sta. 13+24.97 12th Court | | | 0960 522G000 741.000 LF | 55.00000 40755.00| 75.00000 55575.00| Bridge Joint Seal | | | 0970 529A001 17960.000 SQFT| 33.50000 601660.00| 42.00000 754320.00| Concrete Retaining Wall | | | 0980 530A001 277.000 LF | 54.00000 14958.00| 24.60000 6814.20| 18" Roadway Pipe (Class 3 R.C.) | | | 0990 530A002 168.000 LF | 74.00000 12432.00| 27.62000 4640.16| 24" Roadway Pipe (Class 3 R.C.) | | | 1000 530A004 60.000 LF | 118.00000 7080.00| 45.45000 2727.00| 36" Roadway Pipe (Class 3 R.C.) | | | 1010 530A028 204.000 LF | 165.00000 33660.00| 64.45000 13147.80| 48" Roadway Pipe (Class 5 R.C.) | | | 1020 530A212 139.000 LF | 56.00000 7784.00| 30.00000 4170.00| 18" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 1030 530B006 99.000 LF | 190.00000 18810.00| 94.20000 9325.80| 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 1040 600A000 LUMP| 2335000.00000 2335000.00| 3000000.00000 3000000.00| Mobilization | | | 1050 601A000 2.000 EACH| 10000.00000 20000.00| 10000.00000 20000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 603A002 1.000 EACH| 40000.00000 40000.00| 15000.00000 15000.00| Furnishing Type 3 Field Office | | | 1070 603B000 260.000 LF | 13.00000 3380.00| 10.00000 2600.00| Furnishing Security Fence | | | 1080 606A000 1000.000 LF | 9.50000 9500.00| 9.00000 9000.00| 6" Underdrain Pipe | | | 1090 610C001 825.000 TON | 20.00000 16500.00| 25.00000 20625.00| Loose Riprap, Class 2 | | | 1100 610D002 656.000 SQYD| 2.50000 1640.00| 2.00000 1312.00| Filter Blanket, Geotextile (Non-Woven) | | | 1110 614A000 619.000 CUYD| 225.00000 139275.00| 230.00000 142370.00| Slope Paving | | | 1120 614A001 308.000 CUYD| 250.00000 77000.00| 250.00000 77000.00| Slope Paving (Under Bridges) | | | 1130 618A000 212.000 SQYD| 30.00000 6360.00| 30.00000 6360.00| Concrete Sidewalk, 4" Thick | | | 1140 619A005 1.000 EACH| 950.00000 950.00| 1100.00000 1100.00| 36" Roadway Pipe End Treatment, Class 1 | | | 1150 619A006 1.000 EACH| 1100.00000 1100.00| 1300.00000 1300.00| 42" Roadway Pipe End Treatment, Class 1 | | | 1160 619B021 1.000 EACH| 1600.00000 1600.00| 1500.00000 1500.00| 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 1170 621A004 1.000 EACH| 16000.00000 16000.00| 4000.00000 4000.00| Junction Boxes, Type 4 | | | 1180 621A005 2.000 EACH| 2000.00000 4000.00| 2500.00000 5000.00| Junction Boxes, Type 1 | | | 1190 621A010 2.000 EACH| 1800.00000 3600.00| 3500.00000 7000.00| Junction Boxes, Type 3 | | | 1200 621A022 5.000 EACH| 3200.00000 16000.00| 3000.00000 15000.00| Junction Boxes, Type 1 (Modified) | | | 1210 621A058 4.000 EACH| 2000.00000 8000.00| 4000.00000 16000.00| Junction Boxes, Type 3 (Modified) | | | 1220 621C004 1.000 EACH| 3500.00000 3500.00| 4500.00000 4500.00| Inlets, Type GH | | | 1230 621C020 2.000 EACH| 1600.00000 3200.00| 2500.00000 5000.00| Inlets, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 621C027 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00| Inlets, Type C | | | 1245 621C032 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| Inlets, Type C (Modified) | | | 1250 621D019 1.000 EACH| 600.00000 600.00| 1000.00000 1000.00| Inlet Units, Type Y | | | 1260 621I000 3.000 EACH| 3500.00000 10500.00| 6000.00000 18000.00| Stilling Basins, Type 00 | | | 1270 623B000 251.000 LF | 13.00000 3263.00| 15.00000 3765.00| Concrete Curb, Type N | | | 1280 623B001 57.000 LF | 50.00000 2850.00| 45.00000 2565.00| Concrete Curb, Type N Special | | | 1290 623C003 381.000 LF | 20.00000 7620.00| 17.00000 6477.00| Combination Curb & Gutter, Type C | | | (Modified) | | | 1300 629A021 304.000 LF | 60.00000 18240.00| 60.00000 18240.00| Concrete Median Or Safety Barrier, Type | | | 1 | | | 1310 629A023 90.000 LF | 150.00000 13500.00| 150.00000 13500.00| Concrete Median Or Safety Barrier, Type | | | 5 (Special) | | | 1320 629A025 1899.000 LF | 100.00000 189900.00| 85.00000 161415.00| Concrete Median Or Safety Barrier, Type | | | Retrofit | | | 1330 629A043 2741.000 LF | 60.00000 164460.00| 55.00000 150755.00| Concrete Median Or Safety Barrier, Type | | | 4A (Special) | | | 1340 629C011 14.000 EACH| 5000.00000 70000.00| 5000.00000 70000.00| Concrete Median Or Safety Barrier End | | | Section (Type Retrofit) | | | 1350 630A033 25209.000 LF | 9.80000 247048.20| 9.78000 246544.02| Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 1360 630C001 25.000 EACH| 675.00000 16875.00| 675.00000 16875.00| Guardrail End Anchor, Type 8 | | | 1370 630C003 26.000 EACH| 985.00000 25610.00| 985.00000 25610.00| Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 630C050 12.000 EACH| 1600.00000 19200.00| 1580.00000 18960.00| Guardrail End Anchor, Type 20 Series | | | 1390 630C070 12.000 EACH| 1450.00000 17400.00| 1450.00000 17400.00| Guardrail End Anchor, Type 10 Series | | | 1400 634A002 892.000 LF | 10.50000 9366.00| 10.50000 9366.00| Industrial Fence, 6 Feet High | | | 1410 650A000 11760.000 CUYD| 14.00000 164640.00| 15.00000 176400.00| Topsoil | | | 1420 652A050 35.000 ACRE| 400.00000 14000.00| 400.00000 14000.00| Seeding (Mix 1A) | | | 1430 652A053 23.000 ACRE| 400.00000 9200.00| 400.00000 9200.00| Seeding (Mix 1E) | | | 1440 652B050 20.000 ACRE| 400.00000 8000.00| 400.00000 8000.00| Temporary Seeding (Mix 1AT) | | | 1450 652D050 20.000 ACRE| 400.00000 8000.00| 400.00000 8000.00| Seeding In Stubble (Mix 1A) | | | 1460 654A000 1483.000 SQYD| 3.50000 5190.50| 3.50000 5190.50| Solid Sodding | | | 1470 656A000 35.000 ACRE| 400.00000 14000.00| 400.00000 14000.00| Mulching, Class A, Type 1 | | | 1480 656A001 23.000 ACRE| 400.00000 9200.00| 400.00000 9200.00| Mulching, Class A, Type 2 | | | 1490 659A001 1850.000 SQYD| 1.75000 3237.50| 1.75000 3237.50| Erosion Control Netting, Class B | | | 1500 659A003 1340.000 SQYD| 4.50000 6030.00| 4.50000 6030.00| Erosion Control Netting, Class C2 | | | 1510 665F000 880.000 EACH| 6.00000 5280.00| 6.00000 5280.00| Hay Bales | | | 1520 665I000 260.000 TON | 25.00000 6500.00| 25.00000 6500.00| Temporary Riprap, Class 2 | | | 1530 665J000 29572.000 LF | 2.75000 81323.00| 4.00000 118288.00| Silt Fence, Type A | | | 1540 665K000 80.000 CUYD| 70.00000 5600.00| 10.00000 800.00| Drainage Sump Excavation | | | 1550 680A000 LUMP| 425000.00000 425000.00| 1830000.00000 1830000.00| Engineering Controls | | | 1560 701A012 1.000 MILE| 325.00000 325.00| 750.00000 750.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1562 701A080 18.000 MILE| 4000.00000 72000.00| 885.00000 15930.00| Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 1564 701A081 18.000 MILE| 4000.00000 72000.00| 885.00000 15930.00| Solid Yellow,Cl 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 1566 701A082 23.000 MILE| 2000.00000 46000.00| 479.00000 11017.00| Broken White, Class 2T,Type A, Traffic | | | Stripe(6"Wide) | | | 1568 701B010 5315.000 LF | 1.65000 8769.75| 0.38000 2019.70| Dotted ,Class 2T,Type A,Traffic Stripe | | | (6"Wide) | | | 1570 701C003 1.000 MILE| 335.00000 335.00| 750.00000 750.00| Solid Temporary Traffic Stripe (Paint) | | | 1580 701C004 30.000 MILE| 2650.00000 79500.00| 4120.00000 123600.00| Broken Temporary Traffic Stripe (Tape) | | | 1590 701C005 22.000 MILE| 6300.00000 138600.00| 8080.00000 177760.00| Solid Temporary Traffic Stripe (Tape) | | | 1600 701D008 23.000 MILE| 900.00000 20700.00| 1750.00000 40250.00| Solid Traffic Stripe Removed (Plastic) | | | 1610 701D009 22.000 MILE| 500.00000 11000.00| 1200.00000 26400.00| Solid Traffic Stripe Removed (Tape) | | | 1620 701D015 18.000 MILE| 1020.00000 18360.00| 1975.00000 35550.00| Broken Traffic Stripe Removed (Plastic) | | | 1630 701D016 30.000 MILE| 850.00000 25500.00| 1200.00000 36000.00| Broken Traffic Stripe Removed (Tape) | | | 1680 703A002 8470.000 SQFT| 2.00000 16940.00| 2.25000 19057.50| Traffic Control Markings, Class 2, Type | | | A | | | 1690 703B002 39.000 SQFT| 3.00000 117.00| 5.00000 195.00| Traffic Control Legends, Class 2, Type | | | 1700 705A011 6792.000 EACH| 4.50000 30564.00| 5.00000 33960.00| Pavement Markers, Class C, Type 1-A | | | 1710 705A012 2164.000 EACH| 4.50000 9738.00| 5.00000 10820.00| Pavement Markers, Class C, Type 1-B | | | 1720 705A030 1158.000 EACH| 4.50000 5211.00| 5.90000 6832.20| Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1730 705A031 3137.000 EACH| 4.50000 14116.50| 5.70000 17880.90| Pavement Markers, Class A-H, Type 1-A | | | 1740 705A032 168.000 EACH| 5.00000 840.00| 5.70000 957.60| Pavement Markers, Class A-H, Type 1-B | | | 1750 707G000 303.000 EACH| 10.00000 3030.00| 10.00000 3030.00| Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 1760 710A115 50.000 SQFT| 11.00000 550.00| 19.26000 963.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1770 710A125 117.000 SQFT| 15.00000 1755.00| 22.60000 2644.20| Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1780 710A140 10081.000 SQFT| 22.50000 226822.50| 20.18000 203434.58| Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1790 710A141 433.000 SQFT| 26.50000 11474.50| 24.68000 10686.44| Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1800 710A142 765.000 SQFT| 23.00000 17595.00| 21.27000 16271.55| Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | 1810 710B001 239.000 LF | 10.50000 2509.50| 6.50000 1553.50| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1820 710B010 40.000 LF | 61.00000 2440.00| 55.00000 2200.00| Roadway Sign Post (W6 x 9 Steel Beam) | | | 1830 710B011 31.000 LF | 70.00000 2170.00| 56.00000 1736.00| Roadway Sign Post (W6 x 12 Steel Beam) | | | 1840 710C000 LUMP| 8500.00000 8500.00| 65000.00000 65000.00| Removal Of Existing Roadway Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1850 711A000 LUMP| 24150.00000 24150.00| 53000.00000 53000.00| Roadway Sign Relocation | | | 1860 715A000 LUMP| 61250.00000 61250.00| 54525.00000 54525.00| Overhead Roadway Sign Structure No. | | | OHSB-1 | | | 1870 715A001 LUMP| 44500.00000 44500.00| 37000.00000 37000.00| Overhead Roadway Sign Structure No. | | | OHSB-10 | | | 1880 715A002 LUMP| 65150.00000 65150.00| 52300.00000 52300.00| Overhead Roadway Sign Structure No. | | | OHSB-11 | | | 1890 715A003 LUMP| 53000.00000 53000.00| 43370.00000 43370.00| Overhead Roadway Sign Structure No. | | | OHSB-18 | | | 1900 715A004 LUMP| 53000.00000 53000.00| 42825.00000 42825.00| Overhead Roadway Sign Structure No. | | | OHSB-28 | | | 1910 715A005 LUMP| 60150.00000 60150.00| 45765.00000 45765.00| Overhead Roadway Sign Structure No. | | | OHSB-32 | | | 1920 715A006 LUMP| 60150.00000 60150.00| 49211.00000 49211.00| Overhead Roadway Sign Structure No. | | | OHSB-36 | | | 1930 715A007 LUMP| 64200.00000 64200.00| 46833.00000 46833.00| Overhead Roadway Sign Structure No. | | | OHSB-44 | | | 1940 715A008 LUMP| 48000.00000 48000.00| 49047.00000 49047.00| Overhead Roadway Sign Structure No. | | | OHSB-47 | | | 1950 715A009 LUMP| 49000.00000 49000.00| 43516.00000 43516.00| Overhead Roadway Sign Structure No. | | | OHSB-61 | | | 1960 715A010 LUMP| 58000.00000 58000.00| 52842.00000 52842.00| Overhead Roadway Sign Structure No. | | | OHSB-63 | | | 1970 715A011 LUMP| 64500.00000 64500.00| 46540.00000 46540.00| Overhead Roadway Sign Structure No. | | | OHSB-64 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1980 715A012 LUMP| 61000.00000 61000.00| 45035.00000 45035.00| Overhead Roadway Sign Structure No. | | | OHSB-7 | | | 1990 715A013 LUMP| 48200.00000 48200.00| 37056.00000 37056.00| Overhead Roadway Sign Structure No. | | | OHSB-6 | | | 2000 720A025 4.000 EACH| 21000.00000 84000.00| 20950.00000 83800.00| Vehicular Impact Attenuator | | | Assembly(Unidirectional, TL-3) | | | 2010 726A000 23038.000 LF | 29.00000 668102.00| 26.50000 610507.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 2020 726A001 320.000 LF | 45.00000 14400.00| 40.00000 12800.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 2030 726D025 32.000 EACH| 11000.00000 352000.00| 9500.00000 304000.00| Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 2040 728A000 2.000 EACH| 12500.00000 25000.00| 10000.00000 20000.00| Truck Mounted Impact Attenuator Unit | | | 2050 731A002 3.000 EACH| 4600.00000 13800.00| 8000.00000 24000.00| Traffic Counting Units, Type C | | | 2060 731A003 5.000 EACH| 6200.00000 31000.00| 8500.00000 42500.00| Traffic Counting Units, Type D | | | 2070 740B000 3075.000 SQFT| 9.50000 29212.50| 9.00000 27675.00| Construction Signs | | | 2080 740C000 287.000 SQFT| 9.50000 2726.50| 11.00000 3157.00| Special Construction Signs | | | 2090 740D000 100.000 EACH| 70.00000 7000.00| 75.00000 7500.00| Channelizing Drums | | | 2100 740E000 50.000 EACH| 30.00000 1500.00| 20.00000 1000.00| Cones (36 Inches High) | | | 2110 740F002 4.000 EACH| 200.00000 800.00| 242.00000 968.00| Barricades, Type III | | | 2120 740I005 2.000 EACH| 500.00000 1000.00| 385.00000 770.00| Warning Lights, Type B (Detachable Head | | | 2130 740L004 145.000 EACH| 115.00000 16675.00| 75.00000 10875.00| Vertical Panel Type II, Single-Sided | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20021101001 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 04008 |( ) |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2140 740M001 50.000 EACH| 10.00000 500.00| 9.00000 450.00| Ballast For Cone | | | 2150 741C010 4.000 EACH| 4500.00000 18000.00| 4180.00000 16720.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2160 742A001 4.000 EACH| 10000.00000 40000.00| 17050.00000 68200.00| Portable Changeable Message Sign, Type | | | 2170 750R000 LUMP| 795000.00000 795000.00| 885000.00000 885000.00| Area Lighting System | | | 2180 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 23,884,488.34| $ 25,174,529.28| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 23,884,488.34| $ 25,174,529.28| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : RECAF-0012(502) for constructing the Grade and Drain on the Relocation of U.S.#84 from east of C.R.#507 to west of Double Bridges Creek in New Brockton. Length 4.242 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 3,061,379.54 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 3,141,827.11 102.6278% 3 14001 NEWELL ROADBUILDERS, INC. $ 3,153,874.16 103.0213% 4 18005 GRADY RALLS & SONS, INC. $ 3,209,027.32 104.8229% 5 07001 S. A. GRAHAM COMPANY, INC. $ 3,383,290.45 110.5152% 6 08077 HASTINGS GENERAL CONTRACTING, INC. $ 3,679,119.80 120.1785% 7 04014 DUBOSE CONSTRUCTION, L.L.C. $ 3,754,946.88 122.6554% 8 19047 SOUTHEAST CHEROKEE CONSTRUCTION CO., INC. $ 3,857,683.56 126.0113% 9 19095 SUMMIT DEVELOPMENT COMPANY, L.L.C. $ 3,931,565.08 128.4246% 10 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 3,944,920.70 128.8609% 11 03041 HILTON COOPER CONTRACTING, INC. $ 4,349,651.54 142.0814% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 02032 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |BULLARD EXCAVATING, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 173897.00000 173897.00| 150000.00000 150000.00| 300000.00000 300000.00 Clearing & Grubbing (Approximately 152 | | | Acres) | | | 0020 205A001 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0050 205A005 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 5 | | | 0060 205A006 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 6 | | | 0070 205A007 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 7 | | | 0080 205A008 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 8 | | | 0090 205A009 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 9 | | | 0100 205A010 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 10 | | | 0110 205A011 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 11 | | | 0120 205A012 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 12 | | | 0130 205A013 1.000 EACH| 0.01000 0.01| 500.00000 500.00| 1.00000 1.00 Removal Of Structures, Structure No. 13 | | | 0140 206D000 122.000 LF | 3.00000 366.00| 5.00000 610.00| 2.50000 305.00 Removing Pipe | | | 0150 210A000 716596.000 CUYD| 1.03000 738093.88| 1.32000 945906.72| 0.85000 609106.60 Unclassified Excavation | | | 0160 210C000 68580.000 CUYD| 3.00000 205740.00| 1.75000 120015.00| 0.01000 685.80 Muck Excavation | | | 0170 210E000 76889.000 CUYD| 1.86000 143013.54| 0.01000 768.89| 3.20000 246044.80 Borrow Excavation (Underwater Backfill) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 02032 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |BULLARD EXCAVATING, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 214A000 1239.000 CUYD| 8.50000 10531.50| 3.00000 3717.00| 1.50000 1858.50 Structure Excavation | | | 0190 214B000 847.000 CUYD| 0.01000 8.47| 10.00000 8470.00| 0.01000 8.47 Foundation Backfill, Local | | | 0200 214B001 2057.000 CUYD| 21.50000 44225.50| 19.00000 39083.00| 5.00000 10285.00 Foundation Backfill, Commercial | | | 0210 306E000 1.000 EACH| 6424.00000 6424.00| 5000.00000 5000.00| 7000.00000 7000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0220 430B000 662.000 TON | 18.00000 11916.00| 20.00000 13240.00| 30.00000 19860.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0230 502A000 286132.000 LB | 0.48000 137343.36| 0.39000 111591.48| 0.42000 120175.44 Steel Reinforcement | | | 0240 524A011 1562.000 CUYD| 275.00000 429550.00| 325.00000 507650.00| 301.00000 470162.00 Culvert Concrete (Cast In Place) | | | 0250 530A001 3116.000 LF | 17.00000 52972.00| 16.00000 49856.00| 18.00000 56088.00 18" Roadway Pipe (Class 3 R.C.) | | | 0260 530A002 396.000 LF | 21.00000 8316.00| 24.00000 9504.00| 22.00000 8712.00 24" Roadway Pipe (Class 3 R.C.) | | | 0270 530A003 220.000 LF | 27.00000 5940.00| 31.00000 6820.00| 38.00000 8360.00 30" Roadway Pipe (Class 3 R.C.) | | | 0280 530A006 1341.000 LF | 46.00000 61686.00| 22.00000 29502.00| 60.00000 80460.00 48" Roadway Pipe (Class 3 R.C.) | | | 0290 530A201 304.000 LF | 18.00000 5472.00| 15.00000 4560.00| 19.00000 5776.00 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0300 530A798 8.000 LF | 30.00000 240.00| 50.00000 400.00| 50.00000 400.00 15" Roadway Pipe (10 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0310 530B006 100.000 LF | 78.00000 7800.00| 85.00000 8500.00| 87.00000 8700.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 530C023 207.000 LF | 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 30" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | 0330 535A001 644.000 LF | 14.00000 9016.00| 17.00000 10948.00| 14.00000 9016.00 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 02032 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |BULLARD EXCAVATING, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 535A004 75.000 LF | 25.00000 1875.00| 30.00000 2250.00| 30.00000 2250.00 36" Side Drain Pipe | | | 0350 600A000 LUMP| 25000.00000 25000.00| 120000.00000 120000.00| 150000.00000 150000.00 Mobilization | | | 0360 602A000 75.000 EACH| 75.00000 5625.00| 100.00000 7500.00| 75.00000 5625.00 Right Of Way Markers | | | 0370 606A000 1500.000 LF | 6.00000 9000.00| 7.70000 11550.00| 12.00000 18000.00 6" Underdrain Pipe | | | 0380 610C001 5829.000 TON | 21.50000 125323.50| 26.00000 151554.00| 22.00000 128238.00 Loose Riprap, Class 2 | | | 0390 610D003 5293.000 SQYD| 1.75000 9262.75| 2.00000 10586.00| 1.85000 9792.05 Filter Blanket, Geotextile | | | 0400 614A000 1675.000 CUYD| 185.00000 309875.00| 190.00000 318250.00| 180.00000 301500.00 Slope Paving | | | 0410 619A002 26.000 EACH| 450.00000 11700.00| 450.00000 11700.00| 375.00000 9750.00 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 6.000 EACH| 600.00000 3600.00| 600.00000 3600.00| 400.00000 2400.00 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A054 4.000 EACH| 1175.00000 4700.00| 1175.00000 4700.00| 1100.00000 4400.00 30" Roadway Pipe End Treatment, Class 2 | | | 0440 619A057 12.000 EACH| 1855.00000 22260.00| 1855.00000 22260.00| 1337.00000 16044.00 48" Roadway Pipe End Treatment, Class 2 | | | 0450 619A101 22.000 EACH| 450.00000 9900.00| 450.00000 9900.00| 350.00000 7700.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 619A104 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 750.00000 1500.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 619B146 2.000 EACH| 1850.00000 3700.00| 1850.00000 3700.00| 1450.00000 2900.00 59" Span, 36" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0480 620A000 5.000 CUYD| 500.00000 2500.00| 500.00000 2500.00| 500.00000 2500.00 Minor Structure Concrete | | | 0490 621A000 6.000 EACH| 1850.00000 11100.00| 1850.00000 11100.00| 1500.00000 9000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0500 621A010 3.000 EACH| 1250.00000 3750.00| 1250.00000 3750.00| 1200.00000 3600.00 Junction Boxes, Type 3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 02032 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |BULLARD EXCAVATING, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 621A058 3.000 EACH| 1650.00000 4950.00| 1650.00000 4950.00| 1800.00000 5400.00 Junction Boxes, Type 3 (Modified) | | | 0520 621B000 3.000 EACH| 475.00000 1425.00| 475.00000 1425.00| 1500.00000 4500.00 Junction Box Units, Type 1, 1P Or 5 | | | 0530 621C020 40.000 EACH| 1650.00000 66000.00| 1650.00000 66000.00| 1600.00000 64000.00 Inlets, Type Y | | | 0540 621D019 44.000 EACH| 450.00000 19800.00| 450.00000 19800.00| 350.00000 15400.00 Inlet Units, Type Y | | | 0550 621I000 2.000 EACH| 3500.00000 7000.00| 3500.00000 7000.00| 2500.00000 5000.00 Stilling Basins, Type 00 | | | 0560 650B000 42676.000 CUYD| 1.35000 57612.60| 1.75000 74683.00| 2.50000 106690.00 Topsoil From Stockpiles | | | 0570 652A061 56.000 ACRE| 343.00000 19208.00| 243.00000 13608.00| 375.00000 21000.00 Seeding (Mix 3E) | | | 0580 652B055 55.000 ACRE| 222.00000 12210.00| 222.00000 12210.00| 225.00000 12375.00 Temporary Seeding (Mix 3AT) | | | 0590 652C000 111.000 ACRE| 5.00000 555.00| 5.00000 555.00| 5.00000 555.00 Mowing | | | 0600 652D057 55.000 ACRE| 228.00000 12540.00| 228.00000 12540.00| 50.00000 2750.00 Seeding In Stubble (Mix 3A) | | | 0610 654A001 3627.000 SQYD| 2.16000 7834.32| 2.16000 7834.32| 4.00000 14508.00 Solid Sodding (Bermuda) | | | 0620 656A000 111.000 ACRE| 328.00000 36408.00| 328.00000 36408.00| 330.00000 36630.00 Mulching, Class A, Type 1 | | | 0630 659A001 4000.000 SQYD| 1.10000 4400.00| 1.10000 4400.00| 1.85000 7400.00 Erosion Control Netting, Class B | | | 0640 665C000 500.000 LF | 15.00000 7500.00| 16.00000 8000.00| 12.00000 6000.00 15" Temporary Pipe | | | 0650 665E000 300.000 SQYD| 1.00000 300.00| 1.20000 360.00| 0.01000 3.00 Polyethylene | | | 0660 665F000 885.000 EACH| 5.00000 4425.00| 2.60000 2301.00| 5.00000 4425.00 Hay Bales | | | 0670 665G000 100.000 EACH| 0.01000 1.00| 5.00000 500.00| 0.01000 1.00 Sand Bags | | | 0680 665I001 823.000 TON | 24.00000 19752.00| 26.00000 21398.00| 25.00000 20575.00 Temporary Riprap, Class 3 | | | 0690 665J000 24542.000 LF | 3.00000 73626.00| 1.85000 45402.70| 3.75000 92032.50 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 02032 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |BULLARD EXCAVATING, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 665K000 620.000 CUYD| 3.00000 1860.00| 5.00000 3100.00| 8.50000 5270.00 Drainage Sump Excavation | | | 0710 680A000 LUMP| 66250.00000 66250.00| 40000.00000 40000.00| 53000.00000 53000.00 Engineering Controls | | | 0720 713A000 30.000 LF | 110.00000 3300.00| 110.00000 3300.00| 110.00000 3300.00 Permanent Barricades | | | 0730 740B000 820.000 SQFT| 7.00000 5740.00| 8.00000 6560.00| 7.25000 5945.00 Construction Signs | | | 0740 740D000 100.000 EACH| 35.00000 3500.00| 60.00000 6000.00| 58.00000 5800.00 Channelizing Drums | | | 0750 740F002 26.000 EACH| 185.00000 4810.00| 200.00000 5200.00| 350.00000 9100.00 Barricades, Type III | | | 0760 740I005 13.000 EACH| 250.00000 3250.00| 450.00000 5850.00| 800.00000 10400.00 Warning Lights, Type B (Detachable Head | | | 0770 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,061,379.54| $ 3,141,827.11| $ 3,153,874.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,061,379.54| $ 3,141,827.11| $ 3,153,874.16 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18005 |( 5 ) 07001 |( 6 ) 08077 |GRADY RALLS & SONS, INC. |S. A. GRAHAM COMPANY, INC. |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 180000.00000 180000.00| 215277.01000 215277.01| 453778.00000 453778.00 Clearing & Grubbing (Approximately 152 | | | Acres) | | | 0020 205A001 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 3 | | | 0050 205A005 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 5 | | | 0060 205A006 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 6 | | | 0070 205A007 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 7 | | | 0080 205A008 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 8 | | | 0090 205A009 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 9 | | | 0100 205A010 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 10 | | | 0110 205A011 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 11 | | | 0120 205A012 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 12 | | | 0130 205A013 1.000 EACH| 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 Removal Of Structures, Structure No. 13 | | | 0140 206D000 122.000 LF | 8.00000 976.00| 3.37000 411.14| 4.00000 488.00 Removing Pipe | | | 0150 210A000 716596.000 CUYD| 1.10000 788255.60| 1.32000 945906.72| 1.25000 895745.00 Unclassified Excavation | | | 0160 210C000 68580.000 CUYD| 1.75000 120015.00| 4.00000 274320.00| 1.50000 102870.00 Muck Excavation | | | 0170 210E000 76889.000 CUYD| 2.45000 188378.05| 1.50000 115333.50| 5.00000 384445.00 Borrow Excavation (Underwater Backfill) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18005 |( 5 ) 07001 |( 6 ) 08077 |GRADY RALLS & SONS, INC. |S. A. GRAHAM COMPANY, INC. |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 214A000 1239.000 CUYD| 5.00000 6195.00| 5.00000 6195.00| 12.00000 14868.00 Structure Excavation | | | 0190 214B000 847.000 CUYD| 6.75000 5717.25| 3.00000 2541.00| 4.00000 3388.00 Foundation Backfill, Local | | | 0200 214B001 2057.000 CUYD| 27.00000 55539.00| 22.36000 45994.52| 18.00000 37026.00 Foundation Backfill, Commercial | | | 0210 306E000 1.000 EACH| 5500.00000 5500.00| 7550.33000 7550.33| 12000.00000 12000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0220 430B000 662.000 TON | 24.00000 15888.00| 25.00000 16550.00| 22.00000 14564.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0230 502A000 286132.000 LB | 0.31000 88700.92| 0.50000 143066.00| 0.45000 128759.40 Steel Reinforcement | | | 0240 524A011 1562.000 CUYD| 285.00000 445170.00| 285.98000 446700.76| 240.00000 374880.00 Culvert Concrete (Cast In Place) | | | 0250 530A001 3116.000 LF | 19.00000 59204.00| 15.00000 46740.00| 15.90000 49544.40 18" Roadway Pipe (Class 3 R.C.) | | | 0260 530A002 396.000 LF | 25.00000 9900.00| 23.00000 9108.00| 24.00000 9504.00 24" Roadway Pipe (Class 3 R.C.) | | | 0270 530A003 220.000 LF | 34.00000 7480.00| 32.00000 7040.00| 34.00000 7480.00 30" Roadway Pipe (Class 3 R.C.) | | | 0280 530A006 1341.000 LF | 55.00000 73755.00| 52.00000 69732.00| 75.00000 100575.00 48" Roadway Pipe (Class 3 R.C.) | | | 0290 530A201 304.000 LF | 18.00000 5472.00| 18.03000 5481.12| 15.00000 4560.00 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0300 530A798 8.000 LF | 16.00000 128.00| 46.94000 375.52| 20.00000 160.00 15" Roadway Pipe (10 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0310 530B006 100.000 LF | 86.00000 8600.00| 85.34000 8534.00| 125.00000 12500.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 530C023 207.000 LF | 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 30" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | 0330 535A001 644.000 LF | 16.00000 10304.00| 10.34000 6658.96| 14.00000 9016.00 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18005 |( 5 ) 07001 |( 6 ) 08077 |GRADY RALLS & SONS, INC. |S. A. GRAHAM COMPANY, INC. |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 535A004 75.000 LF | 42.00000 3150.00| 23.00000 1725.00| 50.00000 3750.00 36" Side Drain Pipe | | | 0350 600A000 LUMP| 197800.00000 197800.00| 25850.00000 25850.00| 175000.00000 175000.00 Mobilization | | | 0360 602A000 75.000 EACH| 75.00000 5625.00| 80.00000 6000.00| 200.00000 15000.00 Right Of Way Markers | | | 0370 606A000 1500.000 LF | 1.00000 1500.00| 7.81000 11715.00| 4.00000 6000.00 6" Underdrain Pipe | | | 0380 610C001 5829.000 TON | 24.00000 139896.00| 22.04000 128471.16| 18.00000 104922.00 Loose Riprap, Class 2 | | | 0390 610D003 5293.000 SQYD| 1.95000 10321.35| 0.91000 4816.63| 2.00000 10586.00 Filter Blanket, Geotextile | | | 0400 614A000 1675.000 CUYD| 195.00000 326625.00| 192.39000 322253.25| 180.00000 301500.00 Slope Paving | | | 0410 619A002 26.000 EACH| 375.00000 9750.00| 467.96000 12166.96| 400.00000 10400.00 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 6.000 EACH| 475.00000 2850.00| 623.95000 3743.70| 450.00000 2700.00 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A054 4.000 EACH| 675.00000 2700.00| 1221.91000 4887.64| 485.00000 1940.00 30" Roadway Pipe End Treatment, Class 2 | | | 0440 619A057 12.000 EACH| 875.00000 10500.00| 1929.05000 23148.60| 950.00000 11400.00 48" Roadway Pipe End Treatment, Class 2 | | | 0450 619A101 22.000 EACH| 405.00000 8910.00| 467.96000 10295.12| 400.00000 8800.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 619A104 2.000 EACH| 635.00000 1270.00| 935.93000 1871.86| 950.00000 1900.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 619B146 2.000 EACH| 940.00000 1880.00| 1923.85000 3847.70| 800.00000 1600.00 59" Span, 36" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0480 620A000 5.000 CUYD| 450.00000 2250.00| 519.96000 2599.80| 400.00000 2000.00 Minor Structure Concrete | | | 0490 621A000 6.000 EACH| 1850.00000 11100.00| 1923.85000 11543.10| 1800.00000 10800.00 Junction Boxes, Type 1, 1P Or 5 | | | 0500 621A010 3.000 EACH| 1250.00000 3750.00| 1299.90000 3899.70| 1200.00000 3600.00 Junction Boxes, Type 3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18005 |( 5 ) 07001 |( 6 ) 08077 |GRADY RALLS & SONS, INC. |S. A. GRAHAM COMPANY, INC. |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 621A058 3.000 EACH| 1650.00000 4950.00| 1715.87000 5147.61| 1600.00000 4800.00 Junction Boxes, Type 3 (Modified) | | | 0520 621B000 3.000 EACH| 475.00000 1425.00| 493.96000 1481.88| 400.00000 1200.00 Junction Box Units, Type 1, 1P Or 5 | | | 0530 621C020 40.000 EACH| 1600.00000 64000.00| 1715.87000 68634.80| 900.00000 36000.00 Inlets, Type Y | | | 0540 621D019 44.000 EACH| 350.00000 15400.00| 467.96000 20590.24| 400.00000 17600.00 Inlet Units, Type Y | | | 0550 621I000 2.000 EACH| 3500.00000 7000.00| 3639.72000 7279.44| 4000.00000 8000.00 Stilling Basins, Type 00 | | | 0560 650B000 42676.000 CUYD| 2.25000 96021.00| 1.60000 68281.60| 1.00000 42676.00 Topsoil From Stockpiles | | | 0570 652A061 56.000 ACRE| 425.00000 23800.00| 337.97000 18926.32| 450.00000 25200.00 Seeding (Mix 3E) | | | 0580 652B055 55.000 ACRE| 1.00000 55.00| 249.58000 13726.90| 450.00000 24750.00 Temporary Seeding (Mix 3AT) | | | 0590 652C000 111.000 ACRE| 55.00000 6105.00| 10.40000 1154.40| 10.00000 1110.00 Mowing | | | 0600 652D057 55.000 ACRE| 1.00000 55.00| 254.78000 14012.90| 400.00000 22000.00 Seeding In Stubble (Mix 3A) | | | 0610 654A001 3627.000 SQYD| 3.45000 12513.15| 2.18000 7906.86| 2.00000 7254.00 Solid Sodding (Bermuda) | | | 0620 656A000 111.000 ACRE| 485.00000 53835.00| 296.38000 32898.18| 450.00000 49950.00 Mulching, Class A, Type 1 | | | 0630 659A001 4000.000 SQYD| 2.25000 9000.00| 1.16000 4640.00| 1.50000 6000.00 Erosion Control Netting, Class B | | | 0640 665C000 500.000 LF | 12.00000 6000.00| 11.74000 5870.00| 10.00000 5000.00 15" Temporary Pipe | | | 0650 665E000 300.000 SQYD| 0.50000 150.00| 1.30000 390.00| 1.00000 300.00 Polyethylene | | | 0660 665F000 885.000 EACH| 5.00000 4425.00| 3.12000 2761.20| 7.00000 6195.00 Hay Bales | | | 0670 665G000 100.000 EACH| 2.50000 250.00| 0.25000 25.00| 2.00000 200.00 Sand Bags | | | 0680 665I001 823.000 TON | 25.00000 20575.00| 50.00000 41150.00| 18.00000 14814.00 Temporary Riprap, Class 3 | | | 0690 665J000 24542.000 LF | 1.00000 24542.00| 1.92000 47120.64| 1.00000 24542.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18005 |( 5 ) 07001 |( 6 ) 08077 |GRADY RALLS & SONS, INC. |S. A. GRAHAM COMPANY, INC. |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 665K000 620.000 CUYD| 5.00000 3100.00| 6.00000 3720.00| 10.00000 6200.00 Drainage Sump Excavation | | | 0710 680A000 LUMP| 25000.00000 25000.00| 28000.00000 28000.00| 50000.00000 50000.00 Engineering Controls | | | 0720 713A000 30.000 LF | 100.00000 3000.00| 114.39000 3431.70| 50.00000 1500.00 Permanent Barricades | | | 0730 740B000 820.000 SQFT| 11.00000 9020.00| 12.00000 9840.00| 9.00000 7380.00 Construction Signs | | | 0740 740D000 100.000 EACH| 1.00000 100.00| 66.38000 6638.00| 45.00000 4500.00 Channelizing Drums | | | 0750 740F002 26.000 EACH| 1.00000 26.00| 204.66000 5321.16| 350.00000 9100.00 Barricades, Type III | | | 0760 740I005 13.000 EACH| 1.00000 13.00| 553.14000 7190.82| 400.00000 5200.00 Warning Lights, Type B (Detachable Head | | | 0770 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,209,027.32| $ 3,383,290.45| $ 3,679,119.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,209,027.32| $ 3,383,290.45| $ 3,679,119.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 19047 |( 9 ) 19095 |DUBOSE CONSTRUCTION, L.L.C. |SOUTHEAST CHEROKEE CONSTRUC |SUMMIT DEVELOPMENT COMPANY, L.L LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 465000.00000 465000.00| 387000.00000 387000.00| 243827.00000 243827.00 Clearing & Grubbing (Approximately 152 | | | Acres) | | | 0020 205A001 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 3 | | | 0050 205A005 1.000 EACH| 1500.00000 1500.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 5 | | | 0060 205A006 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 6 | | | 0070 205A007 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 7 | | | 0080 205A008 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 8 | | | 0090 205A009 1.000 EACH| 1000.00000 1000.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 9 | | | 0100 205A010 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 10 | | | 0110 205A011 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 11 | | | 0120 205A012 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 12 | | | 0130 205A013 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 4365.00000 4365.00 Removal Of Structures, Structure No. 13 | | | 0140 206D000 122.000 LF | 7.50000 915.00| 10.00000 1220.00| 9.00000 1098.00 Removing Pipe | | | 0150 210A000 716596.000 CUYD| 1.02000 730927.92| 1.05000 752425.80| 1.50000 1074894.00 Unclassified Excavation | | | 0160 210C000 68580.000 CUYD| 2.35000 161163.00| 1.70000 116586.00| 0.10000 6858.00 Muck Excavation | | | 0170 210E000 76889.000 CUYD| 5.15000 395978.35| 4.00000 307556.00| 0.10000 7688.90 Borrow Excavation (Underwater Backfill) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 19047 |( 9 ) 19095 |DUBOSE CONSTRUCTION, L.L.C. |SOUTHEAST CHEROKEE CONSTRUC |SUMMIT DEVELOPMENT COMPANY, L.L LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 214A000 1239.000 CUYD| 8.50000 10531.50| 8.50000 10531.50| 9.00000 11151.00 Structure Excavation | | | 0190 214B000 847.000 CUYD| 3.50000 2964.50| 12.00000 10164.00| 7.50000 6352.50 Foundation Backfill, Local | | | 0200 214B001 2057.000 CUYD| 21.50000 44225.50| 21.50000 44225.50| 25.00000 51425.00 Foundation Backfill, Commercial | | | 0210 306E000 1.000 EACH| 8000.00000 8000.00| 6000.00000 6000.00| 10000.00000 10000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0220 430B000 662.000 TON | 28.00000 18536.00| 22.00000 14564.00| 31.00000 20522.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0230 502A000 286132.000 LB | 0.48000 137343.36| 0.48000 137343.36| 0.51000 145927.32 Steel Reinforcement | | | 0240 524A011 1562.000 CUYD| 275.00000 429550.00| 285.00000 445170.00| 342.50000 534985.00 Culvert Concrete (Cast In Place) | | | 0250 530A001 3116.000 LF | 15.00000 46740.00| 15.00000 46740.00| 17.52000 54592.32 18" Roadway Pipe (Class 3 R.C.) | | | 0260 530A002 396.000 LF | 22.00000 8712.00| 22.50000 8910.00| 26.27000 10402.92 24" Roadway Pipe (Class 3 R.C.) | | | 0270 530A003 220.000 LF | 28.00000 6160.00| 30.00000 6600.00| 29.94000 6586.80 30" Roadway Pipe (Class 3 R.C.) | | | 0280 530A006 1341.000 LF | 47.00000 63027.00| 49.00000 65709.00| 50.52000 67747.32 48" Roadway Pipe (Class 3 R.C.) | | | 0290 530A201 304.000 LF | 18.00000 5472.00| 18.00000 5472.00| 23.00000 6992.00 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0300 530A798 8.000 LF | 50.00000 400.00| 64.00000 512.00| 71.00000 568.00 15" Roadway Pipe (10 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0310 530B006 100.000 LF | 80.00000 8000.00| 81.00000 8100.00| 78.20000 7820.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 530C023 207.000 LF | 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 30" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | 0330 535A001 644.000 LF | 12.00000 7728.00| 18.00000 11592.00| 18.00000 11592.00 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 19047 |( 9 ) 19095 |DUBOSE CONSTRUCTION, L.L.C. |SOUTHEAST CHEROKEE CONSTRUC |SUMMIT DEVELOPMENT COMPANY, L.L LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 535A004 75.000 LF | 35.00000 2625.00| 34.00000 2550.00| 30.00000 2250.00 36" Side Drain Pipe | | | 0350 600A000 LUMP| 80000.00000 80000.00| 369000.00000 369000.00| 343080.00000 343080.00 Mobilization | | | 0360 602A000 75.000 EACH| 90.00000 6750.00| 115.00000 8625.00| 150.00000 11250.00 Right Of Way Markers | | | 0370 606A000 1500.000 LF | 9.00000 13500.00| 10.00000 15000.00| 8.00000 12000.00 6" Underdrain Pipe | | | 0380 610C001 5829.000 TON | 28.00000 163212.00| 27.00000 157383.00| 30.00000 174870.00 Loose Riprap, Class 2 | | | 0390 610D003 5293.000 SQYD| 1.75000 9262.75| 2.25000 11909.25| 2.50000 13232.50 Filter Blanket, Geotextile | | | 0400 614A000 1675.000 CUYD| 185.00000 309875.00| 185.00000 309875.00| 200.00000 335000.00 Slope Paving | | | 0410 619A002 26.000 EACH| 450.00000 11700.00| 450.00000 11700.00| 475.00000 12350.00 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 6.000 EACH| 600.00000 3600.00| 600.00000 3600.00| 625.00000 3750.00 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A054 4.000 EACH| 1175.00000 4700.00| 1175.00000 4700.00| 1225.00000 4900.00 30" Roadway Pipe End Treatment, Class 2 | | | 0440 619A057 12.000 EACH| 1855.00000 22260.00| 1855.00000 22260.00| 1950.00000 23400.00 48" Roadway Pipe End Treatment, Class 2 | | | 0450 619A101 22.000 EACH| 450.00000 9900.00| 450.00000 9900.00| 475.00000 10450.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 619A104 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 950.00000 1900.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 619B146 2.000 EACH| 1850.00000 3700.00| 1850.00000 3700.00| 1925.00000 3850.00 59" Span, 36" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0480 620A000 5.000 CUYD| 500.00000 2500.00| 500.00000 2500.00| 525.00000 2625.00 Minor Structure Concrete | | | 0490 621A000 6.000 EACH| 1850.00000 11100.00| 1850.00000 11100.00| 1925.00000 11550.00 Junction Boxes, Type 1, 1P Or 5 | | | 0500 621A010 3.000 EACH| 1250.00000 3750.00| 1250.00000 3750.00| 1325.00000 3975.00 Junction Boxes, Type 3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 19047 |( 9 ) 19095 |DUBOSE CONSTRUCTION, L.L.C. |SOUTHEAST CHEROKEE CONSTRUC |SUMMIT DEVELOPMENT COMPANY, L.L LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 621A058 3.000 EACH| 1650.00000 4950.00| 1650.00000 4950.00| 1725.00000 5175.00 Junction Boxes, Type 3 (Modified) | | | 0520 621B000 3.000 EACH| 475.00000 1425.00| 475.00000 1425.00| 500.00000 1500.00 Junction Box Units, Type 1, 1P Or 5 | | | 0530 621C020 40.000 EACH| 1650.00000 66000.00| 1650.00000 66000.00| 1725.00000 69000.00 Inlets, Type Y | | | 0540 621D019 44.000 EACH| 450.00000 19800.00| 450.00000 19800.00| 475.00000 20900.00 Inlet Units, Type Y | | | 0550 621I000 2.000 EACH| 3500.00000 7000.00| 3500.00000 7000.00| 3750.00000 7500.00 Stilling Basins, Type 00 | | | 0560 650B000 42676.000 CUYD| 2.25000 96021.00| 3.00000 128028.00| 3.00000 128028.00 Topsoil From Stockpiles | | | 0570 652A061 56.000 ACRE| 360.00000 20160.00| 300.00000 16800.00| 374.00000 20944.00 Seeding (Mix 3E) | | | 0580 652B055 55.000 ACRE| 300.00000 16500.00| 260.00000 14300.00| 324.00000 17820.00 Temporary Seeding (Mix 3AT) | | | 0590 652C000 111.000 ACRE| 20.00000 2220.00| 35.00000 3885.00| 44.00000 4884.00 Mowing | | | 0600 652D057 55.000 ACRE| 350.00000 19250.00| 270.00000 14850.00| 337.00000 18535.00 Seeding In Stubble (Mix 3A) | | | 0610 654A001 3627.000 SQYD| 2.40000 8704.80| 2.75000 9974.25| 3.00000 10881.00 Solid Sodding (Bermuda) | | | 0620 656A000 111.000 ACRE| 350.00000 38850.00| 255.00000 28305.00| 318.00000 35298.00 Mulching, Class A, Type 1 | | | 0630 659A001 4000.000 SQYD| 1.50000 6000.00| 1.45000 5800.00| 2.00000 8000.00 Erosion Control Netting, Class B | | | 0640 665C000 500.000 LF | 16.00000 8000.00| 13.50000 6750.00| 17.00000 8500.00 15" Temporary Pipe | | | 0650 665E000 300.000 SQYD| 5.00000 1500.00| 1.25000 375.00| 2.00000 600.00 Polyethylene | | | 0660 665F000 885.000 EACH| 7.50000 6637.50| 4.50000 3982.50| 4.00000 3540.00 Hay Bales | | | 0670 665G000 100.000 EACH| 6.00000 600.00| 2.00000 200.00| 2.50000 250.00 Sand Bags | | | 0680 665I001 823.000 TON | 32.00000 26336.00| 35.00000 28805.00| 32.50000 26747.50 Temporary Riprap, Class 3 | | | 0690 665J000 24542.000 LF | 2.35000 57673.70| 2.20000 53992.40| 3.50000 85897.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 19047 |( 9 ) 19095 |DUBOSE CONSTRUCTION, L.L.C. |SOUTHEAST CHEROKEE CONSTRUC |SUMMIT DEVELOPMENT COMPANY, L.L LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 665K000 620.000 CUYD| 8.00000 4960.00| 8.00000 4960.00| 7.00000 4340.00 Drainage Sump Excavation | | | 0710 680A000 LUMP| 75000.00000 75000.00| 65000.00000 65000.00| 110500.00000 110500.00 Engineering Controls | | | 0720 713A000 30.000 LF | 105.00000 3150.00| 110.00000 3300.00| 125.00000 3750.00 Permanent Barricades | | | 0730 740B000 820.000 SQFT| 15.00000 12300.00| 7.80000 6396.00| 10.00000 8200.00 Construction Signs | | | 0740 740D000 100.000 EACH| 80.00000 8000.00| 62.00000 6200.00| 72.00000 7200.00 Channelizing Drums | | | 0750 740F002 26.000 EACH| 250.00000 6500.00| 192.00000 4992.00| 262.00000 6812.00 Barricades, Type III | | | 0760 740I005 13.000 EACH| 650.00000 8450.00| 480.00000 6240.00| 717.00000 9321.00 Warning Lights, Type B (Detachable Head | | | 0770 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,754,946.88| $ 3,857,683.56| $ 3,931,565.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,754,946.88| $ 3,857,683.56| $ 3,931,565.08 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 10 ) 01059 |( 11 ) 03041 |( ) |ADVANCE CONSTRUCTION SERVIC |HILTON COOPER CONTRACTING, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 360000.00000 360000.00| 160000.00000 160000.00| Clearing & Grubbing (Approximately 152 | | | Acres) | | | 0020 205A001 1.000 EACH| 1500.00000 1500.00| 1.00000 1.00| Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 4000.00000 4000.00| 1.00000 1.00| Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1500.00000 1500.00| 1.00000 1.00| Removal Of Structures, Structure No. 3 | | | 0050 205A005 1.000 EACH| 1500.00000 1500.00| 1.00000 1.00| Removal Of Structures, Structure No. 5 | | | 0060 205A006 1.000 EACH| 1000.00000 1000.00| 1.00000 1.00| Removal Of Structures, Structure No. 6 | | | 0070 205A007 1.000 EACH| 1000.00000 1000.00| 1.00000 1.00| Removal Of Structures, Structure No. 7 | | | 0080 205A008 1.000 EACH| 1000.00000 1000.00| 1.00000 1.00| Removal Of Structures, Structure No. 8 | | | 0090 205A009 1.000 EACH| 1500.00000 1500.00| 1.00000 1.00| Removal Of Structures, Structure No. 9 | | | 0100 205A010 1.000 EACH| 1500.00000 1500.00| 1.00000 1.00| Removal Of Structures, Structure No. 10 | | | 0110 205A011 1.000 EACH| 2000.00000 2000.00| 1.00000 1.00| Removal Of Structures, Structure No. 11 | | | 0120 205A012 1.000 EACH| 1500.00000 1500.00| 1.00000 1.00| Removal Of Structures, Structure No. 12 | | | 0130 205A013 1.000 EACH| 1500.00000 1500.00| 1.00000 1.00| Removal Of Structures, Structure No. 13 | | | 0140 206D000 122.000 LF | 13.00000 1586.00| 9.00000 1098.00| Removing Pipe | | | 0150 210A000 716596.000 CUYD| 1.40000 1003234.40| 1.80000 1289872.80| Unclassified Excavation | | | 0160 210C000 68580.000 CUYD| 1.00000 68580.00| 4.00000 274320.00| Muck Excavation | | | 0170 210E000 76889.000 CUYD| 1.50000 115333.50| 4.80000 369067.20| Borrow Excavation (Underwater Backfill) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 10 ) 01059 |( 11 ) 03041 |( ) |ADVANCE CONSTRUCTION SERVIC |HILTON COOPER CONTRACTING, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 214A000 1239.000 CUYD| 13.00000 16107.00| 9.60000 11894.40| Structure Excavation | | | 0190 214B000 847.000 CUYD| 20.00000 16940.00| 12.00000 10164.00| Foundation Backfill, Local | | | 0200 214B001 2057.000 CUYD| 27.00000 55539.00| 24.50000 50396.50| Foundation Backfill, Commercial | | | 0210 306E000 1.000 EACH| 9000.00000 9000.00| 8000.00000 8000.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0220 430B000 662.000 TON | 20.00000 13240.00| 19.50000 12909.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0230 502A000 286132.000 LB | 0.60000 171679.20| 0.55000 157372.60| Steel Reinforcement | | | 0240 524A011 1562.000 CUYD| 285.00000 445170.00| 310.00000 484220.00| Culvert Concrete (Cast In Place) | | | 0250 530A001 3116.000 LF | 22.00000 68552.00| 20.60000 64189.60| 18" Roadway Pipe (Class 3 R.C.) | | | 0260 530A002 396.000 LF | 30.00000 11880.00| 25.60000 10137.60| 24" Roadway Pipe (Class 3 R.C.) | | | 0270 530A003 220.000 LF | 40.00000 8800.00| 32.00000 7040.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0280 530A006 1341.000 LF | 63.00000 84483.00| 55.25000 74090.25| 48" Roadway Pipe (Class 3 R.C.) | | | 0290 530A201 304.000 LF | 20.00000 6080.00| 22.00000 6688.00| 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0300 530A798 8.000 LF | 65.00000 520.00| 60.00000 480.00| 15" Roadway Pipe (10 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0310 530B006 100.000 LF | 120.00000 12000.00| 87.00000 8700.00| 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 530C023 207.000 LF | 0.00000 0.00| 0.00000 0.00| 30" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | 0330 535A001 644.000 LF | 20.00000 12880.00| 21.71000 13981.24| 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 10 ) 01059 |( 11 ) 03041 |( ) |ADVANCE CONSTRUCTION SERVIC |HILTON COOPER CONTRACTING, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 535A004 75.000 LF | 55.00000 4125.00| 32.65000 2448.75| 36" Side Drain Pipe | | | 0350 600A000 LUMP| 350000.00000 350000.00| 170000.00000 170000.00| Mobilization | | | 0360 602A000 75.000 EACH| 100.00000 7500.00| 102.00000 7650.00| Right Of Way Markers | | | 0370 606A000 1500.000 LF | 10.00000 15000.00| 10.00000 15000.00| 6" Underdrain Pipe | | | 0380 610C001 5829.000 TON | 25.00000 145725.00| 29.50000 171955.50| Loose Riprap, Class 2 | | | 0390 610D003 5293.000 SQYD| 2.00000 10586.00| 2.00000 10586.00| Filter Blanket, Geotextile | | | 0400 614A000 1675.000 CUYD| 190.00000 318250.00| 210.00000 351750.00| Slope Paving | | | 0410 619A002 26.000 EACH| 460.00000 11960.00| 510.00000 13260.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 6.000 EACH| 560.00000 3360.00| 690.00000 4140.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A054 4.000 EACH| 725.00000 2900.00| 1400.00000 5600.00| 30" Roadway Pipe End Treatment, Class 2 | | | 0440 619A057 12.000 EACH| 1250.00000 15000.00| 2100.00000 25200.00| 48" Roadway Pipe End Treatment, Class 2 | | | 0450 619A101 22.000 EACH| 460.00000 10120.00| 510.00000 11220.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 619A104 2.000 EACH| 1000.00000 2000.00| 1025.00000 2050.00| 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 619B146 2.000 EACH| 1250.00000 2500.00| 2100.00000 4200.00| 59" Span, 36" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0480 620A000 5.000 CUYD| 525.00000 2625.00| 570.00000 2850.00| Minor Structure Concrete | | | 0490 621A000 6.000 EACH| 1900.00000 11400.00| 2100.00000 12600.00| Junction Boxes, Type 1, 1P Or 5 | | | 0500 621A010 3.000 EACH| 1900.00000 5700.00| 1500.00000 4500.00| Junction Boxes, Type 3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -20 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 10 ) 01059 |( 11 ) 03041 |( ) |ADVANCE CONSTRUCTION SERVIC |HILTON COOPER CONTRACTING, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 621A058 3.000 EACH| 2100.00000 6300.00| 1900.00000 5700.00| Junction Boxes, Type 3 (Modified) | | | 0520 621B000 3.000 EACH| 500.00000 1500.00| 550.00000 1650.00| Junction Box Units, Type 1, 1P Or 5 | | | 0530 621C020 40.000 EACH| 1700.00000 68000.00| 1900.00000 76000.00| Inlets, Type Y | | | 0540 621D019 44.000 EACH| 450.00000 19800.00| 510.00000 22440.00| Inlet Units, Type Y | | | 0550 621I000 2.000 EACH| 4000.00000 8000.00| 4000.00000 8000.00| Stilling Basins, Type 00 | | | 0560 650B000 42676.000 CUYD| 3.00000 128028.00| 2.10000 89619.60| Topsoil From Stockpiles | | | 0570 652A061 56.000 ACRE| 310.00000 17360.00| 390.00000 21840.00| Seeding (Mix 3E) | | | 0580 652B055 55.000 ACRE| 265.00000 14575.00| 250.00000 13750.00| Temporary Seeding (Mix 3AT) | | | 0590 652C000 111.000 ACRE| 40.00000 4440.00| 6.00000 666.00| Mowing | | | 0600 652D057 55.000 ACRE| 280.00000 15400.00| 260.00000 14300.00| Seeding In Stubble (Mix 3A) | | | 0610 654A001 3627.000 SQYD| 2.80000 10155.60| 2.50000 9067.50| Solid Sodding (Bermuda) | | | 0620 656A000 111.000 ACRE| 260.00000 28860.00| 375.00000 41625.00| Mulching, Class A, Type 1 | | | 0630 659A001 4000.000 SQYD| 1.50000 6000.00| 1.25000 5000.00| Erosion Control Netting, Class B | | | 0640 665C000 500.000 LF | 15.00000 7500.00| 14.00000 7000.00| 15" Temporary Pipe | | | 0650 665E000 300.000 SQYD| 2.00000 600.00| 2.50000 750.00| Polyethylene | | | 0660 665F000 885.000 EACH| 5.50000 4867.50| 3.00000 2655.00| Hay Bales | | | 0670 665G000 100.000 EACH| 4.00000 400.00| 2.84000 284.00| Sand Bags | | | 0680 665I001 823.000 TON | 26.00000 21398.00| 30.50000 25101.50| Temporary Riprap, Class 3 | | | 0690 665J000 24542.000 LF | 3.25000 79761.50| 2.25000 55219.50| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 002 -21 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021101002 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 10 ) 01059 |( 11 ) 03041 |( ) |ADVANCE CONSTRUCTION SERVIC |HILTON COOPER CONTRACTING, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 665K000 620.000 CUYD| 6.00000 3720.00| 10.00000 6200.00| Drainage Sump Excavation | | | 0710 680A000 LUMP| 40000.00000 40000.00| 80000.00000 80000.00| Engineering Controls | | | 0720 713A000 30.000 LF | 120.00000 3600.00| 125.00000 3750.00| Permanent Barricades | | | 0730 740B000 820.000 SQFT| 10.00000 8200.00| 8.25000 6765.00| Construction Signs | | | 0740 740D000 100.000 EACH| 100.00000 10000.00| 70.00000 7000.00| Channelizing Drums | | | 0750 740F002 26.000 EACH| 200.00000 5200.00| 205.00000 5330.00| Barricades, Type III | | | 0760 740I005 13.000 EACH| 600.00000 7800.00| 515.00000 6695.00| Warning Lights, Type B (Detachable Head | | | 0770 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,944,920.70| $ 4,349,651.54| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,944,920.70| $ 4,349,651.54| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20021101005 COUNTIES : DEKALB LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/14/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : STPTEF-I059(312) for constructing the Landscaping on I-59 at MP 218 near Fort Payne. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03092 CAMPBELL LANDSCAPE & IRRIGATION $ 155,003.54 100.0000% 2 02020 EARNEST BENTLEY, INC. $ 176,129.04 113.6290% 3 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 193,662.04 124.9404% 4 06034 FORESTRY ENVIRONMENTAL SERVICES, INC. $ 220,657.04 142.3561% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20021101005 COUNTIES : DEKALB LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03092 |( 2 ) 02020 |( 3 ) 02040 |CAMPBELL LANDSCAPE & IRRIGA |EARNEST BENTLEY, INC. |BENTLEY TURF AND LANDSCAPE, INC 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| 7000.00000 7000.00| 5000.00000 5000.00| 7500.00000 7500.00 Selective Clearing | | | 0020 600A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 8000.00000 8000.00 Mobilization | | | 0030 609A000 895.000 SQYD| 2.00000 1790.00| 25.00000 22375.00| 29.00000 25955.00 Aggregate Slope Protection | | | 0040 609B000 895.000 SQYD| 30.00000 26850.00| 5.00000 4475.00| 6.00000 5370.00 Geotextile Filter For Aggregate Slope | | | Protection | | | 0050 660C050 933.000 EACH| 15.00000 13995.00| 18.00000 16794.00| 20.00000 18660.00 Shrubs, Ilex Cornuta Carissa (Carissa | | | Holly) | | | 0060 660C060 2119.000 EACH| 15.00000 31785.00| 13.00000 27547.00| 16.00000 33904.00 Shrubs, Juniperus Chinensis | | | 'Pfitzeriana Compacta' (Nick's Compact | | | Juniper) | | | 0070 660C113 64.000 EACH| 100.00000 6400.00| 270.00000 17280.00| 275.00000 17600.00 Shrubs, Ilex Aquifolium X Cornuta | | | (Nellie R. Stevens Holly) | | | 0080 660D059 3.000 EACH| 180.00000 540.00| 270.00000 810.00| 300.00000 900.00 Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0090 660D091 47.000 EACH| 150.00000 7050.00| 270.00000 12690.00| 250.00000 11750.00 Trees, Quercus Lyrata (Overcup Oak) | | | 0100 660D175 42.000 EACH| 150.00000 6300.00| 270.00000 11340.00| 250.00000 10500.00 Trees,Lagerstroemia | | | Indica'Muskogee'(Muskogee Crape Myrtle) | | | 0110 660H001 44288.000 GAL | 0.08000 3543.04| 0.08000 3543.04| 0.08000 3543.04 Water(Minimum Bid Of $0.08 Per Gallon) | | | 0120 660I000 LUMP| 7200.00000 7200.00| 7200.00000 7200.00| 7200.00000 7200.00 Post Planting Care (Minimum Bid of | | | $7200.00) | | | 0130 660J000 699.000 CUYD| 26.50000 18523.50| 18.00000 12582.00| 25.00000 17475.00 Plant Mulch | | | 0140 663C000 1176.000 LF | 2.00000 2352.00| 3.50000 4116.00| 3.00000 3528.00 Tree Protection Fencing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20021101005 COUNTIES : DEKALB LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03092 |( 2 ) 02020 |( 3 ) 02040 |CAMPBELL LANDSCAPE & IRRIGA |EARNEST BENTLEY, INC. |BENTLEY TURF AND LANDSCAPE, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 1209.000 LF | 5.00000 6045.00| 3.00000 3627.00| 3.00000 3627.00 Silt Fence, Type A | | | 0160 740B000 620.000 SQFT| 9.00000 5580.00| 25.00000 15500.00| 25.00000 15500.00 Construction Signs | | | 0170 740D000 50.000 EACH| 1.00000 50.00| 25.00000 1250.00| 53.00000 2650.00 Channelizing Drums | | | SECTION TOTALS | $ 155,003.54| $ 176,129.04| $ 193,662.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 155,003.54| $ 176,129.04| $ 193,662.04 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20021101005 COUNTIES : DEKALB LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 06034 |( ) |( ) |FORESTRY ENVIRONMENTAL SERV | | 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| 8500.00000 8500.00| | Selective Clearing | | | 0020 600A000 LUMP| 25000.00000 25000.00| | Mobilization | | | 0030 609A000 895.000 SQYD| 48.00000 42960.00| | Aggregate Slope Protection | | | 0040 609B000 895.000 SQYD| 1.80000 1611.00| | Geotextile Filter For Aggregate Slope | | | Protection | | | 0050 660C050 933.000 EACH| 16.50000 15394.50| | Shrubs, Ilex Cornuta Carissa (Carissa | | | Holly) | | | 0060 660C060 2119.000 EACH| 16.50000 34963.50| | Shrubs, Juniperus Chinensis | | | 'Pfitzeriana Compacta' (Nick's Compact | | | Juniper) | | | 0070 660C113 64.000 EACH| 280.00000 17920.00| | Shrubs, Ilex Aquifolium X Cornuta | | | (Nellie R. Stevens Holly) | | | 0080 660D059 3.000 EACH| 340.00000 1020.00| | Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0090 660D091 47.000 EACH| 245.00000 11515.00| | Trees, Quercus Lyrata (Overcup Oak) | | | 0100 660D175 42.000 EACH| 235.00000 9870.00| | Trees,Lagerstroemia | | | Indica'Muskogee'(Muskogee Crape Myrtle) | | | 0110 660H001 44288.000 GAL | 0.08000 3543.04| | Water(Minimum Bid Of $0.08 Per Gallon) | | | 0120 660I000 LUMP| 14500.00000 14500.00| | Post Planting Care (Minimum Bid of | | | $7200.00) | | | 0130 660J000 699.000 CUYD| 22.50000 15727.50| | Plant Mulch | | | 0140 663C000 1176.000 LF | 2.00000 2352.00| | Tree Protection Fencing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20021101005 COUNTIES : DEKALB LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 06034 |( ) |( ) |FORESTRY ENVIRONMENTAL SERV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 1209.000 LF | 4.50000 5440.50| | Silt Fence, Type A | | | 0160 740B000 620.000 SQFT| 12.00000 7440.00| | Construction Signs | | | 0170 740D000 50.000 EACH| 58.00000 2900.00| | Channelizing Drums | | | SECTION TOTALS | $ 220,657.04| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 220,657.04| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20021101006 COUNTIES : CULLMAN LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/14/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPTEF-I065(317) for constructing the Landscaping on I-65 at the S.R.#157 Interchange near Cullman. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03092 CAMPBELL LANDSCAPE & IRRIGATION $ 90,259.40 100.0000% 2 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 116,783.40 129.3864% 3 02020 EARNEST BENTLEY, INC. $ 123,305.40 136.6123% 4 06034 FORESTRY ENVIRONMENTAL SERVICES, INC. $ 136,426.90 151.1498% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20021101006 COUNTIES : CULLMAN LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03092 |( 2 ) 02040 |( 3 ) 02020 |CAMPBELL LANDSCAPE & IRRIGA |BENTLEY TURF AND LANDSCAPE, |EARNEST BENTLEY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 600A000 LUMP| 8000.00000 8000.00| 6000.00000 6000.00| 5000.00000 5000.00 Mobilization | | | 0020 660C112 1980.000 EACH| 14.00000 27720.00| 15.00000 29700.00| 15.00000 29700.00 Shrubs, Juniperus Phitzeriana Compacta | | | (Dwarf Phitzer Juniper) | | | 0030 660D059 37.000 EACH| 160.00000 5920.00| 300.00000 11100.00| 400.00000 14800.00 Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0040 660D091 55.000 EACH| 150.00000 8250.00| 275.00000 15125.00| 270.00000 14850.00 Trees, Quercus Lyrata (Overcup Oak) | | | 0050 660D175 83.000 EACH| 150.00000 12450.00| 250.00000 20750.00| 270.00000 22410.00 Trees,Lagerstroemia | | | Indica'Muskogee'(Muskogee Crape Myrtle) | | | 0060 660H001 50155.000 GAL | 0.08000 4012.40| 0.08000 4012.40| 0.08000 4012.40 Water(Minimum Bid Of $0.08 Per Gallon) | | | 0070 660I000 LUMP| 7200.00000 7200.00| 7200.00000 7200.00| 7200.00000 7200.00 Post Planting Care (Minimum Bid of $7, | | | 200.00) | | | 0080 660J000 365.000 CUYD| 24.00000 8760.00| 25.00000 9125.00| 18.00000 6570.00 Plant Mulch | | | 0090 665J000 521.000 LF | 5.00000 2605.00| 3.00000 1563.00| 3.00000 1563.00 Silt Fence, Type A | | | 0100 740B000 588.000 SQFT| 9.00000 5292.00| 16.00000 9408.00| 25.00000 14700.00 Construction Signs | | | 0110 740D000 50.000 EACH| 1.00000 50.00| 56.00000 2800.00| 50.00000 2500.00 Channelizing Drums | | | SECTION TOTALS | $ 90,259.40| $ 116,783.40| $ 123,305.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 90,259.40| $ 116,783.40| $ 123,305.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20021101006 COUNTIES : CULLMAN LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 06034 |( ) |( ) |FORESTRY ENVIRONMENTAL SERV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 600A000 LUMP| 21500.00000 21500.00| | Mobilization | | | 0020 660C112 1980.000 EACH| 17.00000 33660.00| | Shrubs, Juniperus Phitzeriana Compacta | | | (Dwarf Phitzer Juniper) | | | 0030 660D059 37.000 EACH| 330.00000 12210.00| | Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0040 660D091 55.000 EACH| 270.00000 14850.00| | Trees, Quercus Lyrata (Overcup Oak) | | | 0050 660D175 83.000 EACH| 250.00000 20750.00| | Trees,Lagerstroemia | | | Indica'Muskogee'(Muskogee Crape Myrtle) | | | 0060 660H001 50155.000 GAL | 0.08000 4012.40| | Water(Minimum Bid Of $0.08 Per Gallon) | | | 0070 660I000 LUMP| 10000.00000 10000.00| | Post Planting Care (Minimum Bid of $7, | | | 200.00) | | | 0080 660J000 365.000 CUYD| 21.00000 7665.00| | Plant Mulch | | | 0090 665J000 521.000 LF | 3.50000 1823.50| | Silt Fence, Type A | | | 0100 740B000 588.000 SQFT| 12.00000 7056.00| | Construction Signs | | | 0110 740D000 50.000 EACH| 58.00000 2900.00| | Channelizing Drums | | | SECTION TOTALS | $ 136,426.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 136,426.90| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20021101007 COUNTIES : CHILTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 05/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPTEF-I065(309) for constructing the Landscaping on I-65 at the S.R.#145 interchange at Clanton. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03092 CAMPBELL LANDSCAPE & IRRIGATION $ 150,810.80 100.0000% 2 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 158,998.80 105.4293% 3 16044 PATE LANDSCAPE COMPANY, INC. $ 169,394.25 112.3224% 4 06034 FORESTRY ENVIRONMENTAL SERVICES, INC. $ 189,400.05 125.5879% 5 02020 EARNEST BENTLEY, INC. $ 198,434.80 131.5786% 6 20023 TEN-T CORPORATION $ 276,148.75 183.1094% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20021101007 COUNTIES : CHILTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03092 |( 2 ) 02040 |( 3 ) 16044 |CAMPBELL LANDSCAPE & IRRIGA |BENTLEY TURF AND LANDSCAPE, |PATE LANDSCAPE COMPANY, INC. 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| 5000.00000 5000.00| 8500.00000 8500.00| 4090.00000 4090.00 Selective Clearing | | | 0020 600A000 LUMP| 8000.00000 8000.00| 1000.00000 1000.00| 5120.00000 5120.00 Mobilization | | | 0030 660C112 5250.000 EACH| 13.00000 68250.00| 13.00000 68250.00| 14.80000 77700.00 Shrubs, Juniperus Phitzeriana Compacta | | | (Dwarf Phitzer Juniper) | | | 0040 660C122 860.000 EACH| 16.00000 13760.00| 15.00000 12900.00| 15.20000 13072.00 Shrubs, Abelia Grandiflora 'Edward | | | Goucher' (Edward Goucher Abelia) | | | 0050 660D015 34.000 EACH| 90.00000 3060.00| 210.00000 7140.00| 230.00000 7820.00 Trees, Cercis Canadensis (Eastern | | | Redbud) | | | 0060 660D042 57.000 EACH| 150.00000 8550.00| 220.00000 12540.00| 218.00000 12426.00 Trees, Lagerstroemia Indica 'Tuscarora' | | | (Tuscarora Crepe Myrtle) | | | 0070 660D059 7.000 EACH| 160.00000 1120.00| 275.00000 1925.00| 237.00000 1659.00 Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0080 660D094 39.000 EACH| 140.00000 5460.00| 250.00000 9750.00| 237.00000 9243.00 Trees, Quercus Phellos (Willow Oak) | | | 0090 660H001 125035.000 GAL | 0.08000 10002.80| 0.08000 10002.80| 0.08000 10002.80 Water(Minimum Bid Of $0.08 Per Gallon) | | | 0100 660I000 LUMP| 6300.00000 6300.00| 6300.00000 6300.00| 6300.00000 6300.00 Post Planting Care (Minimum Bid Of $6, | | | 300.00) | | | 0110 660J000 469.000 CUYD| 25.00000 11725.00| 18.00000 8442.00| 17.70000 8301.30 Plant Mulch | | | 0120 663C000 2405.000 LF | 1.00000 2405.00| 1.00000 2405.00| 0.52000 1250.60 Tree Protection Fencing | | | 0130 665F000 5.000 EACH| 1.00000 5.00| 1.00000 5.00| 8.35000 41.75 Hay Bales | | | 0140 665J000 980.000 LF | 3.00000 2940.00| 2.50000 2450.00| 1.44000 1411.20 Silt Fence, Type A | | | 0150 740B000 526.000 SQFT| 8.00000 4208.00| 14.00000 7364.00| 16.60000 8731.60 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20021101007 COUNTIES : CHILTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03092 |( 2 ) 02040 |( 3 ) 16044 |CAMPBELL LANDSCAPE & IRRIGA |BENTLEY TURF AND LANDSCAPE, |PATE LANDSCAPE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740D000 25.000 EACH| 1.00000 25.00| 1.00000 25.00| 89.00000 2225.00 Channelizing Drums | | | SECTION TOTALS | $ 150,810.80| $ 158,998.80| $ 169,394.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 150,810.80| $ 158,998.80| $ 169,394.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20021101007 COUNTIES : CHILTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 06034 |( 5 ) 02020 |( 6 ) 20023 |FORESTRY ENVIRONMENTAL SERV |EARNEST BENTLEY, INC. |TEN-T CORPORATION 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| 4000.00000 4000.00| 1000.00000 1000.00| 5000.00000 5000.00 Selective Clearing | | | 0020 600A000 LUMP| 14000.00000 14000.00| 10000.00000 10000.00| 15000.00000 15000.00 Mobilization | | | 0030 660C112 5250.000 EACH| 16.00000 84000.00| 15.00000 78750.00| 17.00000 89250.00 Shrubs, Juniperus Phitzeriana Compacta | | | (Dwarf Phitzer Juniper) | | | 0040 660C122 860.000 EACH| 17.00000 14620.00| 18.00000 15480.00| 28.00000 24080.00 Shrubs, Abelia Grandiflora 'Edward | | | Goucher' (Edward Goucher Abelia) | | | 0050 660D015 34.000 EACH| 240.00000 8160.00| 270.00000 9180.00| 350.00000 11900.00 Trees, Cercis Canadensis (Eastern | | | Redbud) | | | 0060 660D042 57.000 EACH| 229.00000 13053.00| 270.00000 15390.00| 350.00000 19950.00 Trees, Lagerstroemia Indica 'Tuscarora' | | | (Tuscarora Crepe Myrtle) | | | 0070 660D059 7.000 EACH| 330.00000 2310.00| 400.00000 2800.00| 345.00000 2415.00 Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0080 660D094 39.000 EACH| 240.00000 9360.00| 300.00000 11700.00| 280.00000 10920.00 Trees, Quercus Phellos (Willow Oak) | | | 0090 660H001 125035.000 GAL | 0.08000 10002.80| 0.08000 10002.80| 0.25000 31258.75 Water(Minimum Bid Of $0.08 Per Gallon) | | | 0100 660I000 LUMP| 9000.00000 9000.00| 6300.00000 6300.00| 6300.00000 6300.00 Post Planting Care (Minimum Bid Of $6, | | | 300.00) | | | 0110 660J000 469.000 CUYD| 19.00000 8911.00| 18.00000 8442.00| 75.00000 35175.00 Plant Mulch | | | 0120 663C000 2405.000 LF | 1.50000 3607.50| 5.00000 12025.00| 5.00000 12025.00 Tree Protection Fencing | | | 0130 665F000 5.000 EACH| 4.75000 23.75| 5.00000 25.00| 5.00000 25.00 Hay Bales | | | 0140 665J000 980.000 LF | 2.90000 2842.00| 3.00000 2940.00| 5.00000 4900.00 Silt Fence, Type A | | | 0150 740B000 526.000 SQFT| 10.00000 5260.00| 25.00000 13150.00| 12.50000 6575.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20021101007 COUNTIES : CHILTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 06034 |( 5 ) 02020 |( 6 ) 20023 |FORESTRY ENVIRONMENTAL SERV |EARNEST BENTLEY, INC. |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740D000 25.000 EACH| 10.00000 250.00| 50.00000 1250.00| 55.00000 1375.00 Channelizing Drums | | | SECTION TOTALS | $ 189,400.05| $ 198,434.80| $ 276,148.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 189,400.05| $ 198,434.80| $ 276,148.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20021101008 COUNTIES : SHELBY LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 05/31/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : STPTEF-I065(318) for constructing the Landscaping on I-65 at Exit 238 (Alabaster) and at Exit 231 (Calera). SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03092 CAMPBELL LANDSCAPE & IRRIGATION $ 194,670.00 100.0000% 2 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 211,713.00 108.7548% 3 06034 FORESTRY ENVIRONMENTAL SERVICES, INC. $ 228,259.20 117.2544% 4 16044 PATE LANDSCAPE COMPANY, INC. $ 230,666.20 118.4909% 5 02020 EARNEST BENTLEY, INC. $ 260,181.00 133.6523% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20021101008 COUNTIES : SHELBY LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03092 |( 2 ) 02040 |( 3 ) 06034 |CAMPBELL LANDSCAPE & IRRIGA |BENTLEY TURF AND LANDSCAPE, |FORESTRY ENVIRONMENTAL SERVICES 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| 6000.00000 6000.00| 1000.00000 1000.00| 4000.00000 4000.00 Selective Clearing | | | 0020 600A000 LUMP| 7000.00000 7000.00| 4000.00000 4000.00| 4000.00000 4000.00 Mobilization | | | 0030 660C060 4255.000 EACH| 13.00000 55315.00| 13.00000 55315.00| 16.00000 68080.00 Shrubs, Juniperus Chinensis | | | 'Pfitzeriana Compacta' (Nick's Compact | | | Juniper) | | | 0040 660C122 1805.000 EACH| 14.00000 25270.00| 15.00000 27075.00| 16.50000 29782.50 Shrubs, Abelia Grandiflora 'Edward | | | Goucher' (Edward Goucher Abelia) | | | 0050 660C156 425.000 EACH| 14.00000 5950.00| 15.00000 6375.00| 16.50000 7012.50 Shrubs, Spiraea X Bulmalda (Anthony | | | Waterer Spiraea) | | | 0060 660D042 58.000 EACH| 140.00000 8120.00| 220.00000 12760.00| 220.00000 12760.00 Trees, Lagerstroemia Indica 'Tuscarora' | | | (Tuscarora Crepe Myrtle) | | | 0070 660D059 5.000 EACH| 160.00000 800.00| 280.00000 1400.00| 330.00000 1650.00 Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0080 660D094 7.000 EACH| 140.00000 980.00| 250.00000 1750.00| 240.00000 1680.00 Trees, Quercus Phellos (Willow Oak) | | | 0090 660D136 56.000 EACH| 140.00000 7840.00| 250.00000 14000.00| 240.00000 13440.00 Trees, Quercus Shummardi (Shumard Oak) | | | 0100 660D138 37.000 EACH| 200.00000 7400.00| 280.00000 10360.00| 340.00000 12580.00 Trees, Zelkova Serrata 'Green Vase' | | | ('Green Vase' Zelkova) | | | 0110 660D152 85.000 EACH| 140.00000 11900.00| 210.00000 17850.00| 220.00000 18700.00 Trees, Lagerstroemia Indica X Fauriei | | | 'Natchez' (Natchez Crapemyrtle) | | | 0120 660H001 133600.000 GAL | 0.08000 10688.00| 0.08000 10688.00| 0.08000 10688.00 Water(Minimum Bid Of $0.08 Per Gallon) | | | 0130 660I000 LUMP| 9900.00000 9900.00| 9900.00000 9900.00| 9900.00000 9900.00 Post Planting Care (Minimum Bid of $9, | | | 900.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20021101008 COUNTIES : SHELBY LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03092 |( 2 ) 02040 |( 3 ) 06034 |CAMPBELL LANDSCAPE & IRRIGA |BENTLEY TURF AND LANDSCAPE, |FORESTRY ENVIRONMENTAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 660J000 996.000 CUYD| 24.00000 23904.00| 18.00000 17928.00| 19.00000 18924.00 Plant Mulch | | | 0150 665F000 8.000 EACH| 1.00000 8.00| 1.00000 8.00| 4.50000 36.00 Hay Bales | | | 0160 665J000 1860.000 LF | 2.50000 4650.00| 2.50000 4650.00| 2.90000 5394.00 Silt Fence, Type A | | | 0170 740B000 1186.000 SQFT| 7.50000 8895.00| 14.00000 16604.00| 7.70000 9132.20 Construction Signs | | | 0180 740D000 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 10.00000 500.00 Channelizing Drums | | | SECTION TOTALS | $ 194,670.00| $ 211,713.00| $ 228,259.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 194,670.00| $ 211,713.00| $ 228,259.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20021101008 COUNTIES : SHELBY LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16044 |( 5 ) 02020 |( ) |PATE LANDSCAPE COMPANY, INC |EARNEST BENTLEY, INC. | 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| 2405.00000 2405.00| 1000.00000 1000.00| Selective Clearing | | | 0020 600A000 LUMP| 9855.00000 9855.00| 10000.00000 10000.00| Mobilization | | | 0030 660C060 4255.000 EACH| 14.80000 62974.00| 15.00000 63825.00| Shrubs, Juniperus Chinensis | | | 'Pfitzeriana Compacta' (Nick's Compact | | | Juniper) | | | 0040 660C122 1805.000 EACH| 15.24000 27508.20| 18.00000 32490.00| Shrubs, Abelia Grandiflora 'Edward | | | Goucher' (Edward Goucher Abelia) | | | 0050 660C156 425.000 EACH| 15.50000 6587.50| 18.00000 7650.00| Shrubs, Spiraea X Bulmalda (Anthony | | | Waterer Spiraea) | | | 0060 660D042 58.000 EACH| 218.00000 12644.00| 270.00000 15660.00| Trees, Lagerstroemia Indica 'Tuscarora' | | | (Tuscarora Crepe Myrtle) | | | 0070 660D059 5.000 EACH| 237.00000 1185.00| 400.00000 2000.00| Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0080 660D094 7.000 EACH| 237.00000 1659.00| 300.00000 2100.00| Trees, Quercus Phellos (Willow Oak) | | | 0090 660D136 56.000 EACH| 237.00000 13272.00| 270.00000 15120.00| Trees, Quercus Shummardi (Shumard Oak) | | | 0100 660D138 37.000 EACH| 237.00000 8769.00| 300.00000 11100.00| Trees, Zelkova Serrata 'Green Vase' | | | ('Green Vase' Zelkova) | | | 0110 660D152 85.000 EACH| 218.00000 18530.00| 270.00000 22950.00| Trees, Lagerstroemia Indica X Fauriei | | | 'Natchez' (Natchez Crapemyrtle) | | | 0120 660H001 133600.000 GAL | 0.08000 10688.00| 0.08000 10688.00| Water(Minimum Bid Of $0.08 Per Gallon) | | | 0130 660I000 LUMP| 9900.00000 9900.00| 9900.00000 9900.00| Post Planting Care (Minimum Bid of $9, | | | 900.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20021101008 COUNTIES : SHELBY LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16044 |( 5 ) 02020 |( ) |PATE LANDSCAPE COMPANY, INC |EARNEST BENTLEY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 660J000 996.000 CUYD| 17.70000 17629.20| 18.00000 17928.00| Plant Mulch | | | 0150 665F000 8.000 EACH| 8.30000 66.40| 5.00000 40.00| Hay Bales | | | 0160 665J000 1860.000 LF | 1.44000 2678.40| 3.00000 5580.00| Silt Fence, Type A | | | 0170 740B000 1186.000 SQFT| 16.75000 19865.50| 25.00000 29650.00| Construction Signs | | | 0180 740D000 50.000 EACH| 89.00000 4450.00| 50.00000 2500.00| Channelizing Drums | | | SECTION TOTALS | $ 230,666.20| $ 260,181.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 230,666.20| $ 260,181.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20021101012 COUNTIES : TUSCALOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 230 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-197(13) for constructing the Grade & Drain for the Additional Lanes and Bridges (6) on S.R.#6 (U.S.#82) from the 4-lane east of Holman to the 4-lane east of the Sipsey River. Length - 2.821 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02091 BOYD EXCAVATING, INC. $ 4,569,048.35 100.0000% 2 13036 THE MORRIS GROUP, INC. $ 4,685,809.50 102.5555% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 4,716,194.20 103.2205% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20021101012 COUNTIES : TUSCALOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 13036 |( 3 ) 01007 |BOYD EXCAVATING, INC. |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 150724.00000 150724.00| 126475.00000 126475.00| 165135.00000 165135.00 Clearing & Grubbing (Approximately 40 | | | ACRES) | | | 0020 205A001 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 2 | | | 0040 206D000 95.000 LF | 10.00000 950.00| 5.00000 475.00| 3.00000 285.00 Removing Pipe | | | 0050 210A000 190270.000 CUYD| 2.63000 500410.10| 2.80000 532756.00| 2.00000 380540.00 Unclassified Excavation | | | 0060 210B000 1038.000 CUYD| 5.25000 5449.50| 6.00000 6228.00| 4.00000 4152.00 Channel Excavation | | | 0070 210C000 21724.000 CUYD| 3.40000 73861.60| 3.00000 65172.00| 4.00000 86896.00 Muck Excavation | | | 0080 210D000 10522.000 CUYD| 3.55000 37353.10| 0.00000 0.00| 4.00000 42088.00 Borrow Excavation | | | 0100 210E000 31791.000 CUYD| 3.00000 95373.00| 3.50000 111268.50| 4.50000 143059.50 Borrow Excavation (Underwater Backfill) | | | 0110 214A000 1607.000 CUYD| 6.65000 10686.55| 5.00000 8035.00| 3.50000 5624.50 Structure Excavation | | | 0120 214B001 299.000 CUYD| 19.00000 5681.00| 22.00000 6578.00| 15.00000 4485.00 Foundation Backfill, Commercial | | | 0130 230A000 102.000 RBST| 225.00000 22950.00| 300.00000 30600.00| 250.00000 25500.00 Roadbed Processing | | | 0140 305B060 850.000 TON | 19.00000 16150.00| 15.00000 12750.00| 15.00000 12750.00 Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use, Modified | | | 0150 502A000 240289.000 LB | 0.40000 96115.60| 0.35000 84101.15| 0.50000 120144.50 Steel Reinforcement | | | 0160 502B000 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| 20000.00000 20000.00 Steel Reinforcement For Bridge | | | Superstructure, , STATION 196+34.5 | | | APPROX. 35700 LBS. | | | 0170 502B001 LUMP| 37000.00000 37000.00| 37000.00000 37000.00| 45000.00000 45000.00 Steel Reinforcement For Bridge | | | Superstructure , STATION 212+32 APPROX. | | | 90680 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20021101012 COUNTIES : TUSCALOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 13036 |( 3 ) 01007 |BOYD EXCAVATING, INC. |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 502B002 LUMP| 25000.00000 25000.00| 31000.00000 31000.00| 30000.00000 30000.00 Steel Reinforcement For Bridge | | | Superstructure , STATION 229+67.5 | | | APPROX. 59900 LBS. | | | 0190 502B003 LUMP| 21000.00000 21000.00| 32000.00000 32000.00| 26000.00000 26000.00 Steel Reinforcement For Bridge | | | Superstructure , STATION 237+06.5 | | | APPROX. 51600 LBS. | | | 0200 502B004 LUMP| 20000.00000 20000.00| 24000.00000 24000.00| 24000.00000 24000.00 Steel Reinforcement For Bridge | | | Superstructure , STATION 246+44.0 | | | APPROX. 47800 LBS. | | | 0210 502B005 LUMP| 34000.00000 34000.00| 43000.00000 43000.00| 42000.00000 42000.00 Steel Reinforcement For Bridge | | | Superstructure , STATION 257+82.26 | | | APPROX. 83600 LBS. | | | 0220 505A002 6.000 EACH| 2500.00000 15000.00| 800.00000 4800.00| 2000.00000 12000.00 Steel Test Piles (HP 12x53) | | | 0230 505A005 4.000 EACH| 3000.00000 12000.00| 1475.00000 5900.00| 3000.00000 12000.00 Steel Test Piles (HP 14x89) | | | 0240 505B057 6.000 EACH| 1500.00000 9000.00| 2500.00000 15000.00| 5000.00000 30000.00 Static Loading Tests (HP 12x53) | | | 0250 505B060 4.000 EACH| 1500.00000 6000.00| 2500.00000 10000.00| 6000.00000 24000.00 Static Loading Tests (HP 14x89) | | | 0260 505B087 6.000 EACH| 400.00000 2400.00| 195.00000 1170.00| 500.00000 3000.00 Dynamic Loading Tests (HP 12x53) | | | 0270 505B090 4.000 EACH| 400.00000 1600.00| 195.00000 780.00| 500.00000 2000.00 Dynamic Loading Tests (HP 14x89) | | | 0280 505M002 5457.000 LF | 21.00000 114597.00| 23.00000 125511.00| 24.00000 130968.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0290 505M005 3106.000 LF | 31.00000 96286.00| 36.00000 111816.00| 30.00000 93180.00 Steel Piling Furnished And Driven(HP | | | 14x89) | | | 0300 506A000 282.000 LF | 185.00000 52170.00| 95.00000 26790.00| 270.00000 76140.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0310 506A003 288.000 LF | 230.00000 66240.00| 117.00000 33696.00| 270.00000 77760.00 Drilled Shaft Excavation, 5'-0" Diamete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20021101012 COUNTIES : TUSCALOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 13036 |( 3 ) 01007 |BOYD EXCAVATING, INC. |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 506C043 282.000 LF | 90.00000 25380.00| 133.00000 37506.00| 105.00000 29610.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0330 506C044 288.000 LF | 90.00000 25920.00| 164.00000 47232.00| 105.00000 30240.00 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0340 506G003 4.000 EACH| 2500.00000 10000.00| 530.00000 2120.00| 55.00000 220.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0350 506G004 4.000 EACH| 2500.00000 10000.00| 530.00000 2120.00| 55.00000 220.00 Crosshole Sonic Logging, 5'-0" Diameter | | | 0360 508A000 51831.000 LB | 2.25000 116619.75| 1.50000 77746.50| 2.00000 103662.00 Structural Steel | | | 0370 510A000 989.000 CUYD| 400.00000 395600.00| 395.00000 390655.00| 250.00000 247250.00 Bridge Substructure Concrete, Class A | | | 0380 510C051 LUMP| 71000.00000 71000.00| 85000.00000 85000.00| 90000.00000 90000.00 Bridge Concrete Superstructure, , | | | STATION 196+34.5 APPROX. 151 CU. YDS. | | | 0390 510C052 LUMP| 167000.00000 167000.00| 156000.00000 156000.00| 170000.00000 170000.00 Bridge Concrete Superstructure, , | | | STATION 212+32 APPROX. 370 CU. YDS. | | | 0400 510C053 LUMP| 115000.00000 115000.00| 146000.00000 146000.00| 115000.00000 115000.00 Bridge Concrete Superstructure, , | | | STATION 229+67.5 APPROX. 253 CU. YDS | | | 0410 510C054 LUMP| 115000.00000 115000.00| 146000.00000 146000.00| 110000.00000 110000.00 Bridge Concrete Superstructure, , | | | STATION 237+06.5 APPROX. 243 CU. YDS. | | | 0420 510C055 LUMP| 91000.00000 91000.00| 112000.00000 112000.00| 100000.00000 100000.00 Bridge Concrete Superstructure, , | | | STATION 246+44.0 APPROX. 202 CU. YDS. | | | 0430 510C056 LUMP| 197000.00000 197000.00| 182000.00000 182000.00| 210000.00000 210000.00 Bridge Concrete Superstructure, , | | | STATION 257+82.26 APPROX. 436 CU. YDS. | | | 0440 510E000 4990.000 SQYD| 2.00000 9980.00| 2.00000 9980.00| 2.00000 9980.00 Grooving Concrete Bridge Decks | | | 0450 511A001 288.000 EACH| 55.00000 15840.00| 50.00000 14400.00| 200.00000 57600.00 Elastomeric Bearings, Type 2 | | | 0460 513B003 4084.000 LF | 55.00000 224620.00| 50.00000 204200.00| 80.00000 326720.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20021101012 COUNTIES : TUSCALOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 13036 |( 3 ) 01007 |BOYD EXCAVATING, INC. |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 513B015 2507.000 LF | 101.00000 253207.00| 105.00000 263235.00| 135.00000 338445.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0480 513B017 777.000 LF | 115.00000 89355.00| 125.00000 97125.00| 150.00000 116550.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0490 530A002 1888.000 LF | 23.75000 44840.00| 24.00000 45312.00| 22.00000 41536.00 24" Roadway Pipe (Class 3 R.C.) | | | 0500 530A003 70.000 LF | 32.50000 2275.00| 32.00000 2240.00| 28.00000 1960.00 30" Roadway Pipe (Class 3 R.C.) | | | 0510 530A915 173.000 LF | 22.00000 3806.00| 36.00000 6228.00| 23.00000 3979.00 24" Roadway Pipe (14 Gauge C.C.S.) | | | 0520 535A002 56.000 LF | 19.00000 1064.00| 20.00000 1120.00| 15.00000 840.00 24" Side Drain Pipe | | | 0530 535A003 112.000 LF | 24.00000 2688.00| 25.00000 2800.00| 24.00000 2688.00 30" Side Drain Pipe | | | 0540 600A000 LUMP| 370000.00000 370000.00| 597000.00000 597000.00| 402500.00000 402500.00 Mobilization | | | 0550 601A000 1.000 EACH| 10000.00000 10000.00| 5000.00000 5000.00| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0560 602A000 33.000 EACH| 100.00000 3300.00| 75.00000 2475.00| 85.00000 2805.00 Right Of Way Markers | | | 0570 602B000 4.000 EACH| 150.00000 600.00| 100.00000 400.00| 100.00000 400.00 Land Survey Markers | | | 0580 606A000 1050.000 LF | 11.00000 11550.00| 8.00000 8400.00| 12.50000 13125.00 6" Underdrain Pipe | | | 0590 610C001 8287.000 TON | 19.00000 157453.00| 15.00000 124305.00| 18.00000 149166.00 Loose Riprap, Class 2 | | | 0600 610D003 5881.000 SQYD| 2.75000 16172.75| 2.00000 11762.00| 2.00000 11762.00 Filter Blanket, Geotextile | | | 0610 619A003 18.000 EACH| 750.00000 13500.00| 600.00000 10800.00| 650.00000 11700.00 24" Roadway Pipe End Treatment, Class 1 | | | 0620 619A004 1.000 EACH| 800.00000 800.00| 675.00000 675.00| 725.00000 725.00 30" Roadway Pipe End Treatment, Class 1 | | | 0630 619A102 2.000 EACH| 750.00000 1500.00| 600.00000 1200.00| 650.00000 1300.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20021101012 COUNTIES : TUSCALOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 13036 |( 3 ) 01007 |BOYD EXCAVATING, INC. |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 619A103 4.000 EACH| 800.00000 3200.00| 675.00000 2700.00| 725.00000 2900.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0650 621A000 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| 1850.00000 1850.00 Junction Boxes, Type 1, 1P Or 5 | | | 0660 621A010 5.000 EACH| 3500.00000 17500.00| 2000.00000 10000.00| 1700.00000 8500.00 Junction Boxes, Type 3 | | | 0670 621A016 1.000 EACH| 3000.00000 3000.00| 2950.00000 2950.00| 3550.00000 3550.00 Junction Boxes, Type 4, 1P Or 5 | | | 0680 621A058 5.000 EACH| 2500.00000 12500.00| 1525.00000 7625.00| 1900.00000 9500.00 Junction Boxes, Type 3 (Modified) | | | 0690 621C152 22.000 EACH| 950.00000 20900.00| 1100.00000 24200.00| 725.00000 15950.00 Inlets, Type Y (Partial Base Only) | | | 0700 621D019 37.000 EACH| 450.00000 16650.00| 375.00000 13875.00| 500.00000 18500.00 Inlet Units, Type Y | | | 0710 621I000 5.000 EACH| 7500.00000 37500.00| 2400.00000 12000.00| 2500.00000 12500.00 Stilling Basins, Type 00 | | | 0720 650A000 5908.000 CUYD| 0.10000 590.80| 3.00000 17724.00| 4.00000 23632.00 Topsoil | | | 0730 650B000 5219.000 CUYD| 2.50000 13047.50| 2.50000 13047.50| 3.00000 15657.00 Topsoil From Stockpiles | | | 0740 652A054 12.000 ACRE| 500.00000 6000.00| 385.00000 4620.00| 600.00000 7200.00 Seeding (Mix 2A) | | | 0750 652A056 12.000 ACRE| 500.00000 6000.00| 385.00000 4620.00| 600.00000 7200.00 Seeding (Mix 2E) | | | 0760 652B053 16.000 ACRE| 350.00000 5600.00| 350.00000 5600.00| 500.00000 8000.00 Temporary Seeding (Mix 2AT) | | | 0770 652C000 40.000 ACRE| 45.00000 1800.00| 50.00000 2000.00| 50.00000 2000.00 Mowing | | | 0780 652D054 16.000 ACRE| 500.00000 8000.00| 385.00000 6160.00| 600.00000 9600.00 Seeding In Stubble (Mix 2A) | | | 0790 656A000 40.000 ACRE| 450.00000 18000.00| 350.00000 14000.00| 400.00000 16000.00 Mulching, Class A, Type 1 | | | 0800 659A001 32951.000 SQYD| 3.00000 98853.00| 1.65000 54369.15| 1.70000 56016.70 Erosion Control Netting, Class B | | | 0810 665A000 10.000 ACRE| 325.00000 3250.00| 350.00000 3500.00| 400.00000 4000.00 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20021101012 COUNTIES : TUSCALOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 13036 |( 3 ) 01007 |BOYD EXCAVATING, INC. |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 665B000 10.000 ACRE| 380.00000 3800.00| 350.00000 3500.00| 400.00000 4000.00 Temporary Mulching | | | 0830 665F000 372.000 EACH| 5.00000 1860.00| 5.00000 1860.00| 6.00000 2232.00 Hay Bales | | | 0840 665G000 250.000 EACH| 1.50000 375.00| 0.10000 25.00| 6.00000 1500.00 Sand Bags | | | 0850 665I000 1257.000 TON | 19.00000 23883.00| 8.00000 10056.00| 20.00000 25140.00 Temporary Riprap, Class 2 | | | 0860 665J000 22578.000 LF | 2.25000 50800.50| 0.50000 11289.00| 2.50000 56445.00 Silt Fence, Type A | | | 0870 665K000 216.000 CUYD| 0.10000 21.60| 5.00000 1080.00| 5.00000 1080.00 Drainage Sump Excavation | | | 0880 665L000 350.000 LF | 11.00000 3850.00| 25.00000 8750.00| 20.00000 7000.00 Floating Basin Boom | | | 0890 666A001 40.000 ACRE| 10.00000 400.00| 1.00000 40.00| 30.00000 1200.00 Pest Control Treatment | | | 0900 680A000 LUMP| 45000.00000 45000.00| 106000.00000 106000.00| 10000.00000 10000.00 Engineering Controls | | | 0910 740B000 412.000 SQFT| 12.00000 4944.00| 10.60000 4367.20| 8.00000 3296.00 Construction Signs | | | 0920 740D000 293.000 EACH| 65.00000 19045.00| 61.50000 18019.50| 55.00000 16115.00 Channelizing Drums | | | 0930 740E000 100.000 EACH| 65.00000 6500.00| 15.90000 1590.00| 9.50000 950.00 Cones (36 Inches High) | | | 0940 740F002 49.000 EACH| 190.00000 9310.00| 191.00000 9359.00| 210.00000 10290.00 Barricades, Type III | | | 0950 740I005 5.000 EACH| 600.00000 3000.00| 689.00000 3445.00| 495.00000 2475.00 Warning Lights, Type B (Detachable Head | | | 0960 740M001 100.000 EACH| 10.00000 1000.00| 8.50000 850.00| 6.25000 625.00 Ballast For Cone | | | 0970 740Q000 500.000 LF | 2.00000 1000.00| 1.70000 850.00| 4.00000 2000.00 Construction Safety Fence | | | 0980 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,569,048.35| $ 4,685,809.50| $ 4,716,194.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,569,048.35| $ 4,685,809.50| $ 4,716,194.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 20021101013 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 06/14/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : STPTEF-I459(301) for constructing the Landscaping on I-459 at Exit 32 at Trussville. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 169,970.20 100.0000% 2 03092 CAMPBELL LANDSCAPE & IRRIGATION $ 172,102.20 101.2543% 3 06034 FORESTRY ENVIRONMENTAL SERVICES, INC. $ 185,093.45 108.8976% 4 02020 EARNEST BENTLEY, INC. $ 189,237.20 111.3355% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20021101013 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 03092 |( 3 ) 06034 |BENTLEY TURF AND LANDSCAPE, |CAMPBELL LANDSCAPE & IRRIGA |FORESTRY ENVIRONMENTAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 6000.00000 6000.00| 12500.00000 12500.00| 5000.00000 5000.00 Mobilization | | | 0020 660C059 1550.000 EACH| 13.00000 20150.00| 15.00000 23250.00| 16.00000 24800.00 Shrubs, Juniperus Parsoni (Parsons | | | Juniper) | | | 0030 660C113 53.000 EACH| 225.00000 11925.00| 110.00000 5830.00| 260.00000 13780.00 Shrubs, Ilex Aquifolium X Cornuta | | | (Nellie R. Stevens Holly) | | | 0040 660C119 504.000 EACH| 18.00000 9072.00| 20.00000 10080.00| 19.00000 9576.00 Shrubs, Lagerstroemia Indica 'Victor' | | | ('Victor' Crape Myrtle | | | 0050 660C122 2383.000 EACH| 15.00000 35745.00| 16.00000 38128.00| 16.25000 38723.75 Shrubs, Abelia Grandiflora 'Edward | | | Goucher' (Edward Goucher Abelia) | | | 0060 660D059 5.000 EACH| 300.00000 1500.00| 180.00000 900.00| 330.00000 1650.00 Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0070 660D076 62.000 EACH| 105.00000 6510.00| 110.00000 6820.00| 215.00000 13330.00 Trees, Pinus Palustris (Longleaf Pine) | | | 0080 660D080 113.000 EACH| 105.00000 11865.00| 110.00000 12430.00| 165.00000 18645.00 Trees, Pinus Virginiana (Virginia Pine) | | | 0090 660D094 28.000 EACH| 250.00000 7000.00| 180.00000 5040.00| 240.00000 6720.00 Trees, Quercus Phellos (Willow Oak) | | | 0100 660D136 42.000 EACH| 250.00000 10500.00| 180.00000 7560.00| 240.00000 10080.00 Trees, Quercus Shummardi (Shumard Oak) | | | 0110 660H001 116440.000 GAL | 0.08000 9315.20| 0.08000 9315.20| 0.08000 9315.20 Water(Minimum Bid Of $0.08 Per Gallon) | | | 0120 660I000 LUMP| 7200.00000 7200.00| 7200.00000 7200.00| 7200.00000 7200.00 Post Planting Care (Minimum Bid of $7, | | | 200.00) | | | 0130 660J000 886.000 CUYD| 18.00000 15948.00| 27.00000 23922.00| 19.00000 16834.00 Plant Mulch | | | 0140 665J000 1355.000 LF | 3.00000 4065.00| 4.00000 5420.00| 2.90000 3929.50 Silt Fence, Type A | | | 0150 740B000 526.000 SQFT| 25.00000 13150.00| 7.00000 3682.00| 10.00000 5260.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20021101013 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 03092 |( 3 ) 06034 |BENTLEY TURF AND LANDSCAPE, |CAMPBELL LANDSCAPE & IRRIGA |FORESTRY ENVIRONMENTAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740D000 25.000 EACH| 1.00000 25.00| 1.00000 25.00| 10.00000 250.00 Channelizing Drums | | | SECTION TOTALS | $ 169,970.20| $ 172,102.20| $ 185,093.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 169,970.20| $ 172,102.20| $ 185,093.45 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20021101013 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02020 |( ) |( ) |EARNEST BENTLEY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 5000.00000 5000.00| | Mobilization | | | 0020 660C059 1550.000 EACH| 15.00000 23250.00| | Shrubs, Juniperus Parsoni (Parsons | | | Juniper) | | | 0030 660C113 53.000 EACH| 270.00000 14310.00| | Shrubs, Ilex Aquifolium X Cornuta | | | (Nellie R. Stevens Holly) | | | 0040 660C119 504.000 EACH| 20.00000 10080.00| | Shrubs, Lagerstroemia Indica 'Victor' | | | ('Victor' Crape Myrtle | | | 0050 660C122 2383.000 EACH| 18.00000 42894.00| | Shrubs, Abelia Grandiflora 'Edward | | | Goucher' (Edward Goucher Abelia) | | | 0060 660D059 5.000 EACH| 400.00000 2000.00| | Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0070 660D076 62.000 EACH| 125.00000 7750.00| | Trees, Pinus Palustris (Longleaf Pine) | | | 0080 660D080 113.000 EACH| 125.00000 14125.00| | Trees, Pinus Virginiana (Virginia Pine) | | | 0090 660D094 28.000 EACH| 270.00000 7560.00| | Trees, Quercus Phellos (Willow Oak) | | | 0100 660D136 42.000 EACH| 270.00000 11340.00| | Trees, Quercus Shummardi (Shumard Oak) | | | 0110 660H001 116440.000 GAL | 0.08000 9315.20| | Water(Minimum Bid Of $0.08 Per Gallon) | | | 0120 660I000 LUMP| 7200.00000 7200.00| | Post Planting Care (Minimum Bid of $7, | | | 200.00) | | | 0130 660J000 886.000 CUYD| 18.00000 15948.00| | Plant Mulch | | | 0140 665J000 1355.000 LF | 3.00000 4065.00| | Silt Fence, Type A | | | 0150 740B000 526.000 SQFT| 25.00000 13150.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 013 -5 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20021101013 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02020 |( ) |( ) |EARNEST BENTLEY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740D000 25.000 EACH| 50.00000 1250.00| | Channelizing Drums | | | SECTION TOTALS | $ 189,237.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 189,237.20| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20021101014 COUNTIES : ETOWAH LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/14/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : STPTEF-I759(300) for constructing the Landscaping on I-759 at the U.S.#411 interchange in Gadsden. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03092 CAMPBELL LANDSCAPE & IRRIGATION $ 165,796.20 100.0000% 2 02020 EARNEST BENTLEY, INC. $ 184,345.20 111.1878% 3 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 209,139.70 126.1426% 4 06034 FORESTRY ENVIRONMENTAL SERVICES, INC. $ 241,548.95 145.6903% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20021101014 COUNTIES : ETOWAH LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03092 |( 2 ) 02020 |( 3 ) 02040 |CAMPBELL LANDSCAPE & IRRIGA |EARNEST BENTLEY, INC. |BENTLEY TURF AND LANDSCAPE, INC 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| 7000.00000 7000.00| 1000.00000 1000.00| 7500.00000 7500.00 Selective Clearing | | | 0020 600A000 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 7500.00000 7500.00 Mobilization | | | 0030 660C094 670.000 EACH| 20.00000 13400.00| 18.00000 12060.00| 20.00000 13400.00 Shrubs, Rosa Meidiland 'Royal Bonica' | | | (Pink Meidiland Rose) | | | 0040 660C112 3615.000 EACH| 14.00000 50610.00| 13.00000 46995.00| 15.00000 54225.00 Shrubs, Juniperus Phitzeriana Compacta | | | (Dwarf Phitzer Juniper) | | | 0050 660D042 96.000 EACH| 150.00000 14400.00| 270.00000 25920.00| 285.00000 27360.00 Trees, Lagerstroemia Indica 'Tuscarora' | | | (Tuscarora Crepe Myrtle) | | | 0060 660D059 18.000 EACH| 160.00000 2880.00| 400.00000 7200.00| 400.00000 7200.00 Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0070 660D079 15.000 EACH| 85.00000 1275.00| 125.00000 1875.00| 15.00000 225.00 Trees, Pinus Taeda (Loblolly Pine) | | | 0080 660D136 97.000 EACH| 150.00000 14550.00| 270.00000 26190.00| 300.00000 29100.00 Trees, Quercus Shummardi (Shumard Oak) | | | 0090 660H001 75140.000 GAL | 0.08000 6011.20| 0.08000 6011.20| 0.08000 6011.20 Water(Minimum Bid Of $0.08 Per Gallon) | | | 0100 660I000 LUMP| 7200.00000 7200.00| 7200.00000 7200.00| 7200.00000 7200.00 Post Planting Care (Minimum Bid Of $7, | | | 200.00) | | | 0110 660J000 957.000 CUYD| 25.00000 23925.00| 18.00000 17226.00| 25.00000 23925.00 Plant Mulch | | | 0120 663C000 610.000 LF | 1.00000 610.00| 3.50000 2135.00| 3.00000 1830.00 Tree Protection Fencing | | | 0130 665J000 1261.000 LF | 5.00000 6305.00| 3.00000 3783.00| 3.50000 4413.50 Silt Fence, Type A | | | 0140 740B000 620.000 SQFT| 9.00000 5580.00| 25.00000 15500.00| 25.00000 15500.00 Construction Signs | | | 0150 740D000 50.000 EACH| 1.00000 50.00| 25.00000 1250.00| 75.00000 3750.00 Channelizing Drums | | | SECTION TOTALS | $ 165,796.20| $ 184,345.20| $ 209,139.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 165,796.20| $ 184,345.20| $ 209,139.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20021101014 COUNTIES : ETOWAH LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 06034 |( ) |( ) |FORESTRY ENVIRONMENTAL SERV | | 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| 12000.00000 12000.00| | Selective Clearing | | | 0020 600A000 LUMP| 25000.00000 25000.00| | Mobilization | | | 0030 660C094 670.000 EACH| 40.00000 26800.00| | Shrubs, Rosa Meidiland 'Royal Bonica' | | | (Pink Meidiland Rose) | | | 0040 660C112 3615.000 EACH| 17.50000 63262.50| | Shrubs, Juniperus Phitzeriana Compacta | | | (Dwarf Phitzer Juniper) | | | 0050 660D042 96.000 EACH| 250.00000 24000.00| | Trees, Lagerstroemia Indica 'Tuscarora' | | | (Tuscarora Crepe Myrtle) | | | 0060 660D059 18.000 EACH| 350.00000 6300.00| | Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0070 660D079 15.000 EACH| 220.00000 3300.00| | Trees, Pinus Taeda (Loblolly Pine) | | | 0080 660D136 97.000 EACH| 250.00000 24250.00| | Trees, Quercus Shummardi (Shumard Oak) | | | 0090 660H001 75140.000 GAL | 0.08000 6011.20| | Water(Minimum Bid Of $0.08 Per Gallon) | | | 0100 660I000 LUMP| 12000.00000 12000.00| | Post Planting Care (Minimum Bid Of $7, | | | 200.00) | | | 0110 660J000 957.000 CUYD| 23.00000 22011.00| | Plant Mulch | | | 0120 663C000 610.000 LF | 1.50000 915.00| | Tree Protection Fencing | | | 0130 665J000 1261.000 LF | 4.25000 5359.25| | Silt Fence, Type A | | | 0140 740B000 620.000 SQFT| 12.00000 7440.00| | Construction Signs | | | 0150 740D000 50.000 EACH| 58.00000 2900.00| | Channelizing Drums | | | SECTION TOTALS | $ 241,548.95| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,548.95| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20021101015 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 10/01/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : APD-471(511) for constructing the Pavement, Partial Grade and Drain on Corridor "X" from west of U.S.#78 at Graysville to west of C.R.#112. Length 1.775 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 4,511,557.82 100.0000% 2 01018 APAC-ALABAMA, INC. $ 4,589,102.54 101.7188% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 4,708,254.97 104.3598% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20021101015 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 1000.000 CUYD| 3.02000 3020.00| 9.15000 9150.00| 4.50000 4500.00 Unclassified Excavation | | | 0020 210D000 25132.000 CUYD| 3.02000 75898.64| 7.03000 176677.96| 4.50000 113094.00 Borrow Excavation | | | 0030 230A000 296.000 RBST| 327.18000 96845.28| 328.95000 97369.20| 250.00000 74000.00 Roadbed Processing | | | 0040 301A012 171038.000 SQYD| 3.75000 641392.50| 3.73000 637971.74| 4.03000 689283.14 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0050 327E000 33928.000 TON | 24.64000 835985.92| 25.24000 856342.72| 25.68000 871271.04 Permeable Asphalt Treated Base | | | 0060 401A004 151182.000 SQYD| 0.55000 83150.10| 0.52000 78614.64| 0.50360 76135.26 Bituminous Treatment E | | | 0070 401A043 161567.000 SQYD| 0.81000 130869.27| 0.83000 134100.61| 0.80360 129835.24 Bituminous Treatment AE | | | 0080 405A000 4730.000 GAL | 0.86000 4067.80| 3.66000 17311.80| 1.00000 4730.00 Tack Coat | | | 0090 410C000 1.000 EACH| 4204.71000 4204.71| 592.39000 592.39| 5000.00000 5000.00 Contractor Retained Profilograph | | | 0100 410H000 1.000 EACH| 24832.84000 24832.84| 1.00000 1.00| 50000.00000 50000.00 Material Remixing Device | | | 0110 424B582 48446.000 TON | 24.14000 1169486.44| 24.99000 1210665.54| 25.75000 1247484.50 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0120 424C281 23061.000 TON | 24.13000 556461.93| 25.43000 586441.23| 25.75000 593820.75 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0130 600A000 LUMP| 132289.93000 132289.93| 23695.86000 23695.86| 165083.93000 165083.93 Mobilization | | | 0160 605A002 59194.000 LF | 2.71000 160415.74| 2.72000 161007.68| 2.74000 162191.56 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0170 605B000 142.000 EACH| 250.11000 35515.62| 251.66000 35735.72| 200.00000 28400.00 Special Underdrain Outlet, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20021101015 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 614A000 1082.000 CUYD| 245.97000 266139.54| 185.40000 200602.80| 210.00000 227220.00 Slope Paving | | | 0190 621C020 5.000 EACH| 1585.10000 7925.50| 2060.00000 10300.00| 1500.00000 7500.00 Inlets, Type Y | | | 0200 621C068 14.000 EACH| 1366.47000 19130.58| 1287.50000 18025.00| 1500.00000 21000.00 Inlets, Type Y (Partial) | | | 0205 650A000 3310.000 CUYD| 10.07000 33331.70| 11.10000 36741.00| 6.00000 19860.00 Topsoil | | | 0210 650B000 5200.000 CUYD| 3.02000 15704.00| 6.13000 31876.00| 3.00000 15600.00 Topsoil From Stockpiles | | | 0220 652A050 36.000 ACRE| 551.65000 19859.40| 592.25000 21321.00| 385.00000 13860.00 Seeding (Mix 1A) | | | 0230 652C000 132.000 ACRE| 43.27000 5711.64| 46.35000 6118.20| 50.00000 6600.00 Mowing | | | 0240 654A000 2478.000 SQYD| 2.35000 5823.30| 3.87000 9589.86| 3.50000 8673.00 Solid Sodding | | | 0250 656A000 36.000 ACRE| 443.48000 15965.28| 412.00000 14832.00| 385.00000 13860.00 Mulching, Class A, Type 1 | | | 0260 659A001 4677.000 SQYD| 0.76000 3554.52| 1.85000 8652.45| 1.75000 8184.75 Erosion Control Netting, Class B | | | 0270 665A000 72.000 ACRE| 335.32000 24143.04| 386.25000 27810.00| 200.00000 14400.00 Temporary Seeding | | | 0280 665B000 72.000 ACRE| 379.66000 27335.52| 386.25000 27810.00| 200.00000 14400.00 Temporary Mulching | | | 0290 665F000 80.000 EACH| 10.07000 805.60| 11.13000 890.40| 6.00000 480.00 Hay Bales | | | 0300 665J000 7417.000 LF | 3.02000 22399.34| 4.57000 33895.69| 2.40000 17800.80 Silt Fence, Type A | | | 0310 665N000 170.000 TON | 11.07000 1881.90| 30.22000 5137.40| 20.00000 3400.00 Temporary Coarse Aggregate For Inlet | | | Protection | | | 0320 666A001 72.000 ACRE| 10.87000 782.64| 30.90000 2224.80| 10.00000 720.00 Pest Control Treatment | | | 0330 680A000 LUMP| 63019.00000 63019.00| 71688.00000 71688.00| 60000.00000 60000.00 Engineering Controls | | | 0340 740B000 574.000 SQFT| 8.06000 4626.44| 7.64000 4385.36| 8.00000 4592.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20021101015 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 740D000 155.000 EACH| 28.77000 4459.35| 59.50000 9222.50| 25.00000 3875.00 Channelizing Drums | | | 0360 740F002 29.000 EACH| 224.39000 6507.31| 169.23000 4907.67| 200.00000 5800.00 Barricades, Type III | | | 0370 740I005 8.000 EACH| 414.26000 3314.08| 393.04000 3144.32| 400.00000 3200.00 Warning Lights, Type B (Detachable Head | | | 0380 742A001 2.000 EACH| 1150.71000 2301.42| 5925.00000 11850.00| 10000.00000 20000.00 Portable Changeable Message Sign, Type | | | 0390 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,511,557.82| $ 4,589,102.54| $ 4,708,254.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,511,557.82| $ 4,589,102.54| $ 4,708,254.97 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 225 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0038(501) for constructing the Grade, Drainage and Bridges (Dual) on S.R.#38 (U.S.#280) from C.R.#666 in Dadeville to Camp Hill. Length 8.340 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 5,831,711.02 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 5,892,583.78 101.0438% 3 18024 RACON, INC. $ 6,029,410.39 103.3901% 4 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 6,315,367.20 108.2936% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 18024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010M 685.000 M2 | 1.50000 1027.50| 1.80000 1233.00| 9.98000 6836.30 Removing Concrete Driveway | | | 0020 206D000M 58.000 M | 5.00000 290.00| 5.00000 290.00| 15.57000 903.06 Removing Pipe | | | 0030 206E000M 25.000 EACH| 100.00000 2500.00| 75.00000 1875.00| 406.89000 10172.25 Removing Headwalls | | | 0040 210A000M 803918.000 M3 | 1.44000 1157641.92| 2.25000 1808815.50| 2.03000 1631953.54 Unclassified Excavation | | | 0050 214A000M 12183.000 M3 | 4.37000 53239.71| 4.80000 58478.40| 4.82000 58722.06 Structure Excavation | | | 0060 214B000M 691.000 M3 | 0.01000 6.91| 0.01000 6.91| 23.00000 15893.00 Foundation Backfill, Local | | | 0070 214B001M 1276.000 M3 | 45.75000 58377.00| 0.01000 12.76| 23.00000 29348.00 Foundation Backfill, Commercial | | | 0080 430B012M 1425.000 MTON| 14.50000 20662.50| 16.00000 22800.00| 17.00000 24225.00 Aggregate Surfacing (ALDOT #410 Or #467 | | | 0090 502A000M 235587.000 KG | 1.06000 249722.22| 0.98000 230875.26| 1.09000 256789.83 Steel Reinforcement | | | 0100 502B000M LUMP| 50000.00000 50000.00| 73000.00000 73000.00| 70000.00000 70000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 1939+99.7978 | | | APPROX. 36862KG | | | 0110 502B001M LUMP| 50000.00000 50000.00| 73000.00000 73000.00| 70000.00000 70000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 1940+10.1350 APPROX.| | | 36862KG | | | 0120 505M002M 580.000 M | 70.00000 40600.00| 85.00000 49300.00| 85.00000 49300.00 Steel Piling Furnished And Driven (HP | | | 310 x 79) | | | 0130 506A000M 50.000 M | 1950.00000 97500.00| 895.00000 44750.00| 895.00000 44750.00 Drilled Shaft Excavation, 1370 mm | | | Diameter | | | 0140 506B004M 40.000 M | 2500.00000 100000.00| 1970.00000 78800.00| 1970.00000 78800.00 Special Drilled Shaft Excavation, 1370 | | | mm Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 18024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506C043M 88.000 M | 330.00000 29040.00| 260.00000 22880.00| 261.00000 22968.00 Drilled Shaft Construction, 1370 mm | | | Diameter, Class DS1 Concrete | | | 0160 508A000M 7400.000 KG | 5.00000 37000.00| 6.00000 44400.00| 6.00000 44400.00 Structural Steel | | | 0170 510A000M 280.000 M3 | 395.00000 110600.00| 450.00000 126000.00| 400.00000 112000.00 Bridge Substructure Concrete, Class A | | | 0180 510C000M LUMP| 100000.00000 100000.00| 147000.00000 147000.00| 140000.00000 140000.00 Bridge Concrete Superstructure STA. | | | 1939+99.7978 APPROX. 281M3 | | | 0190 510C001M LUMP| 100000.00000 100000.00| 147000.00000 147000.00| 140000.00000 140000.00 Bridge Concrete Superstructure STA. | | | 1940+10.1350 APPROX. 281M3 | | | 0200 510E000M 1730.000 M2 | 3.00000 5190.00| 3.00000 5190.00| 3.00000 5190.00 Grooving Concrete Bridge Decks | | | 0210 511A001M 72.000 EACH| 90.00000 6480.00| 300.00000 21600.00| 300.00000 21600.00 Elastomeric Bearings, Type 2 | | | 0220 513B005M 568.000 M | 352.00000 199936.00| 272.00000 154496.00| 272.00000 154496.00 Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0230 513B019M 382.000 M | 440.00000 168080.00| 328.00000 125296.00| 328.00000 125296.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-1600 (Specialty Item) | | | 0240 524A010M 866.000 M3 | 475.00000 411350.00| 406.10000 351682.60| 378.10000 327434.60 Culvert Concrete | | | 0250 524B011M 667.000 M3 | 485.00000 323495.00| 367.30000 244989.10| 401.37000 267713.79 Culvert Concrete Extension (Cast In | | | Place) | | | 0260 530A001M 1162.000 M | 54.50000 63329.00| 56.50000 65653.00| 55.27000 64223.74 450 mm Roadway Pipe (Class 3 R.C.) | | | 0270 530A002M 506.000 M | 68.00000 34408.00| 69.00000 34914.00| 71.86000 36361.16 600 mm Roadway Pipe (Class 3 R.C.) | | | 0280 530A003M 390.000 M | 92.75000 36172.50| 91.50000 35685.00| 89.95000 35080.50 750 mm Roadway Pipe (Class 3 R.C.) | | | 0290 530A004M 236.000 M | 123.00000 29028.00| 116.00000 27376.00| 114.48000 27017.28 900 mm Roadway Pipe (Class 3 R.C.) | | | 0300 530A006M 56.000 M | 175.00000 9800.00| 189.00000 10584.00| 158.65000 8884.40 1200 mm Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 18024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 530A101M 9.000 M | 55.00000 495.00| 100.00000 900.00| 130.82000 1177.38 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530A102M 12.000 M | 69.00000 828.00| 102.00000 1224.00| 144.86000 1738.32 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 530A800M 6.000 M | 60.00000 360.00| 100.00000 600.00| 81.31000 487.86 375 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0340 530A801M 11.000 M | 62.00000 682.00| 100.00000 1100.00| 83.66000 920.26 450 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0350 530B002M 32.000 M | 98.00000 3136.00| 107.00000 3424.00| 116.15000 3716.80 725 mm Span X 460 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0360 530B006M 72.000 M | 230.00000 16560.00| 284.00000 20448.00| 220.91000 15905.52 1485 mm Span X 915 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0370 535A001M 15.000 M | 50.00000 750.00| 75.00000 1125.00| 51.37000 770.55 450 mm Side Drain Pipe | | | 0380 535A002M 107.000 M | 58.00000 6206.00| 60.00000 6420.00| 56.10000 6002.70 600 mm Side Drain Pipe | | | 0390 535A003M 45.000 M | 78.00000 3510.00| 80.00000 3600.00| 82.96000 3733.20 750 mm Side Drain Pipe | | | 0400 535A004M 60.000 M | 89.00000 5340.00| 100.00000 6000.00| 101.27000 6076.20 900 mm Side Drain Pipe | | | 0410 535A652M 186.000 M | 74.00000 13764.00| 60.00000 11160.00| 69.41000 12910.26 600 mm Side Drain Pipe (Temporary) | | | 0420 600A000M LUMP| 634136.00000 634136.00| 325000.00000 325000.00| 391795.13000 391795.13 Mobilization | | | 0430 601A000M 1.000 EACH| 2500.00000 2500.00| 1.00000 1.00| 2000.00000 2000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0440 603A002M 1.000 EACH| 13000.00000 13000.00| 1.00000 1.00| 17500.00000 17500.00 Furnishing Type 3 Field Office | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 18024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 606A000M 100.000 M | 28.00000 2800.00| 30.00000 3000.00| 23.97000 2397.00 150 mm Underdrain Pipe | | | 0460 610C001M 12859.000 MTON| 19.50000 250750.50| 19.60000 252036.40| 19.90000 255894.10 Loose Riprap, Class 2 | | | 0470 610D000M 8303.000 M2 | 2.00000 16606.00| 2.70000 22418.10| 2.00000 16606.00 Filter Blanket | | | 0480 614A000M 2369.000 M3 | 245.00000 580405.00| 222.35000 526747.15| 238.33000 564603.77 Slope Paving | | | 0490 619A002M 33.000 EACH| 450.00000 14850.00| 350.00000 11550.00| 516.84000 17055.72 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0500 619A003M 14.000 EACH| 600.00000 8400.00| 375.00000 5250.00| 580.83000 8131.62 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0510 619A004M 7.000 EACH| 750.00000 5250.00| 650.00000 4550.00| 750.64000 5254.48 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0520 619A005M 8.000 EACH| 900.00000 7200.00| 850.00000 6800.00| 868.42000 6947.36 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0530 619A057M 1.000 EACH| 1900.00000 1900.00| 1800.00000 1800.00| 1531.47000 1531.47 1200 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0540 619A102M 12.000 EACH| 600.00000 7200.00| 375.00000 4500.00| 656.66000 7879.92 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A103M 6.000 EACH| 750.00000 4500.00| 600.00000 3600.00| 730.82000 4384.92 750 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A104M 8.000 EACH| 900.00000 7200.00| 850.00000 6800.00| 868.42000 6947.36 900 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619B021M 1.000 EACH| 1250.00000 1250.00| 1200.00000 1200.00| 1064.27000 1064.27 1485 mm Span, 915 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0580 620A000M 1.000 M3 | 1000.00000 1000.00| 500.00000 500.00| 1000.00000 1000.00 Minor Structure Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -6 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 18024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 621A000M 26.000 EACH| 1850.00000 48100.00| 1500.00000 39000.00| 2509.83000 65255.58 Junction Boxes, Type 1, 1P Or 5 | | | 0600 621A001M 7.000 EACH| 1950.00000 13650.00| 1500.00000 10500.00| 2523.86000 17667.02 Junction Boxes, Type 1, 2P Or 5 | | | 0610 621A013M 1.000 EACH| 3450.00000 3450.00| 2500.00000 2500.00| 3761.47000 3761.47 Junction Boxes, Type Special | | | 0620 621B000M 15.000 EACH| 475.00000 7125.00| 375.00000 5625.00| 567.73000 8515.95 Junction Box Units, Type 1, 1P Or 5 | | | 0630 621B001M 2.000 EACH| 575.00000 1150.00| 375.00000 750.00| 567.73000 1135.46 Junction Box Units, Type 1, 2P Or 5 | | | 0640 621C004M 2.000 EACH| 2650.00000 5300.00| 2500.00000 5000.00| 2715.21000 5430.42 Inlets, Type GH | | | 0650 621C020M 59.000 EACH| 1650.00000 97350.00| 1600.00000 94400.00| 1716.57000 101277.63 Inlets, Type Y | | | 0660 621C109M 1.000 EACH| 3150.00000 3150.00| 3500.00000 3500.00| 3627.26000 3627.26 Inlets, Type PD | | | 0670 621C110M 1.000 EACH| 4500.00000 4500.00| 6000.00000 6000.00| 5078.86000 5078.86 Inlets, Type PD-6 | | | 0680 621D019M 78.000 EACH| 450.00000 35100.00| 375.00000 29250.00| 408.67000 31876.26 Inlet Units, Type Y | | | 0690 621I001M 1.000 EACH| 4500.00000 4500.00| 4500.00000 4500.00| 3281.70000 3281.70 Stilling Basins, Type 1 | | | 0700 650B000M 47500.000 M3 | 1.75000 83125.00| 2.15000 102125.00| 2.50000 118750.00 Topsoil From Stockpiles | | | 0710 652A054M 20.000 HA | 1235.50000 24710.00| 2000.00000 40000.00| 900.00000 18000.00 Seeding (Mix 2A) | | | 0720 652A056M 10.000 HA | 1235.50000 12355.00| 2000.00000 20000.00| 900.00000 9000.00 Seeding (Mix 2E) | | | 0730 652B053M 10.000 HA | 741.30000 7413.00| 1.00000 10.00| 900.00000 9000.00 Temporary Seeding (Mix 2AT) | | | 0740 652C000M 40.000 HA | 111.20000 4448.00| 100.00000 4000.00| 63.00000 2520.00 Mowing | | | 0750 652D054M 10.000 HA | 1235.50000 12355.00| 1.00000 10.00| 900.00000 9000.00 Seeding In Stubble (Mix 2A) | | | 0760 654A001M 5741.000 M2 | 3.60000 20667.60| 3.60000 20667.60| 3.00000 17223.00 Solid Sodding (Bermuda) | | | 0770 656A000M 30.000 HA | 1050.18000 31505.40| 1000.00000 30000.00| 900.00000 27000.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -7 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 18024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 656A001M 10.000 HA | 1111.95000 11119.50| 1000.00000 10000.00| 900.00000 9000.00 Mulching, Class A, Type 2 | | | 0785 659A000M 2500.000 M2 | 1.80000 4500.00| 2.00000 5000.00| 1.85000 4625.00 Erosion Control Netting, Class A | | | 0790 665A000M 51.000 HA | 679.53000 34656.03| 1.00000 51.00| 800.00000 40800.00 Temporary Seeding | | | 0800 665B000M 51.000 HA | 926.53000 47253.03| 1.00000 51.00| 800.00000 40800.00 Temporary Mulching | | | 0810 665C001M 100.000 M | 30.00000 3000.00| 50.00000 5000.00| 59.50000 5950.00 450 mm Temporary Pipe | | | 0820 665F000M 1343.000 EACH| 5.00000 6715.00| 5.00000 6715.00| 5.00000 6715.00 Hay Bales | | | 0830 665H000M 4.000 EACH| 500.00000 2000.00| 1000.00000 4000.00| 621.58000 2486.32 Erosion Control Check Dams, Type 1 | | | 0840 665I000M 330.000 MTON| 19.50000 6435.00| 19.60000 6468.00| 30.19000 9962.70 Temporary Riprap, Class 2 | | | 0850 665J000M 4315.000 M | 9.50000 40992.50| 12.00000 51780.00| 7.29000 31456.35 Silt Fence, Type A | | | 0860 665K000M 144.000 M3 | 4.00000 576.00| 6.50000 936.00| 10.77000 1550.88 Drainage Sump Excavation | | | 0870 665N000M 189.000 MTON| 16.00000 3024.00| 16.00000 3024.00| 20.95000 3959.55 Temporary Coarse Aggregate For Inlet | | | Protection | | | 0880 666A001M 40.000 HA | 61.78000 2471.20| 1.00000 40.00| 0.00000 0.00 Pest Control Treatment | | | 0890 680A000M LUMP| 55000.00000 55000.00| 80000.00000 80000.00| 105904.24000 105904.24 Engineering Controls | | | 0900 713A000M 12.000 M | 350.00000 4200.00| 350.00000 4200.00| 350.00000 4200.00 Permanent Barricades | | | 0910 740B000M 100.000 M2 | 80.00000 8000.00| 135.00000 13500.00| 153.49000 15349.00 Construction Signs | | | 0920 740D000M 266.000 EACH| 35.00000 9310.00| 84.00000 22344.00| 76.28000 20290.48 Channelizing Drums | | | 0930 740F002M 70.000 EACH| 175.00000 12250.00| 250.00000 17500.00| 272.36000 19065.20 Barricades, Type III | | | 0940 740I005M 2.000 EACH| 300.00000 600.00| 400.00000 800.00| 752.19000 1504.38 Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -8 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 18024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 999 000M 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,831,711.02| $ 5,892,583.78| $ 6,029,410.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,831,711.02| $ 5,892,583.78| $ 6,029,410.39 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -9 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01059 |( ) |( ) |ADVANCE CONSTRUCTION SERVIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010M 685.000 M2 | 6.00000 4110.00| | Removing Concrete Driveway | | | 0020 206D000M 58.000 M | 40.00000 2320.00| | Removing Pipe | | | 0030 206E000M 25.000 EACH| 180.00000 4500.00| | Removing Headwalls | | | 0040 210A000M 803918.000 M3 | 1.75000 1406856.50| | Unclassified Excavation | | | 0050 214A000M 12183.000 M3 | 10.00000 121830.00| | Structure Excavation | | | 0060 214B000M 691.000 M3 | 25.00000 17275.00| | Foundation Backfill, Local | | | 0070 214B001M 1276.000 M3 | 55.00000 70180.00| | Foundation Backfill, Commercial | | | 0080 430B012M 1425.000 MTON| 15.00000 21375.00| | Aggregate Surfacing (ALDOT #410 Or #467 | | | 0090 502A000M 235587.000 KG | 1.20000 282704.40| | Steel Reinforcement | | | 0100 502B000M LUMP| 36000.00000 36000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. 1939+99.7978 | | | APPROX. 36862KG | | | 0110 502B001M LUMP| 36000.00000 36000.00| | Steel Reinforcement For Bridge | | | Superstructure STA. 1940+10.1350 APPROX.| | | 36862KG | | | 0120 505M002M 580.000 M | 80.00000 46400.00| | Steel Piling Furnished And Driven (HP | | | 310 x 79) | | | 0130 506A000M 50.000 M | 330.00000 16500.00| | Drilled Shaft Excavation, 1370 mm | | | Diameter | | | 0140 506B004M 40.000 M | 3600.00000 144000.00| | Special Drilled Shaft Excavation, 1370 | | | mm Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -10 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01059 |( ) |( ) |ADVANCE CONSTRUCTION SERVIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506C043M 88.000 M | 360.00000 31680.00| | Drilled Shaft Construction, 1370 mm | | | Diameter, Class DS1 Concrete | | | 0160 508A000M 7400.000 KG | 5.25000 38850.00| | Structural Steel | | | 0170 510A000M 280.000 M3 | 460.00000 128800.00| | Bridge Substructure Concrete, Class A | | | 0180 510C000M LUMP| 170000.00000 170000.00| | Bridge Concrete Superstructure STA. | | | 1939+99.7978 APPROX. 281M3 | | | 0190 510C001M LUMP| 170000.00000 170000.00| | Bridge Concrete Superstructure STA. | | | 1940+10.1350 APPROX. 281M3 | | | 0200 510E000M 1730.000 M2 | 2.00000 3460.00| | Grooving Concrete Bridge Decks | | | 0210 511A001M 72.000 EACH| 92.00000 6624.00| | Elastomeric Bearings, Type 2 | | | 0220 513B005M 568.000 M | 275.00000 156200.00| | Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0230 513B019M 382.000 M | 375.00000 143250.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-1600 (Specialty Item) | | | 0240 524A010M 866.000 M3 | 470.00000 407020.00| | Culvert Concrete | | | 0250 524B011M 667.000 M3 | 480.00000 320160.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0260 530A001M 1162.000 M | 85.00000 98770.00| | 450 mm Roadway Pipe (Class 3 R.C.) | | | 0270 530A002M 506.000 M | 95.00000 48070.00| | 600 mm Roadway Pipe (Class 3 R.C.) | | | 0280 530A003M 390.000 M | 130.00000 50700.00| | 750 mm Roadway Pipe (Class 3 R.C.) | | | 0290 530A004M 236.000 M | 155.00000 36580.00| | 900 mm Roadway Pipe (Class 3 R.C.) | | | 0300 530A006M 56.000 M | 220.00000 12320.00| | 1200 mm Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -11 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01059 |( ) |( ) |ADVANCE CONSTRUCTION SERVIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 530A101M 9.000 M | 200.00000 1800.00| | 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530A102M 12.000 M | 200.00000 2400.00| | 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 530A800M 6.000 M | 145.00000 870.00| | 375 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0340 530A801M 11.000 M | 250.00000 2750.00| | 450 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0350 530B002M 32.000 M | 170.00000 5440.00| | 725 mm Span X 460 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0360 530B006M 72.000 M | 350.00000 25200.00| | 1485 mm Span X 915 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0370 535A001M 15.000 M | 55.00000 825.00| | 450 mm Side Drain Pipe | | | 0380 535A002M 107.000 M | 120.00000 12840.00| | 600 mm Side Drain Pipe | | | 0390 535A003M 45.000 M | 125.00000 5625.00| | 750 mm Side Drain Pipe | | | 0400 535A004M 60.000 M | 160.00000 9600.00| | 900 mm Side Drain Pipe | | | 0410 535A652M 186.000 M | 80.00000 14880.00| | 600 mm Side Drain Pipe (Temporary) | | | 0420 600A000M LUMP| 350000.00000 350000.00| | Mobilization | | | 0430 601A000M 1.000 EACH| 5000.00000 5000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0440 603A002M 1.000 EACH| 5000.00000 5000.00| | Furnishing Type 3 Field Office | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -12 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01059 |( ) |( ) |ADVANCE CONSTRUCTION SERVIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 606A000M 100.000 M | 35.00000 3500.00| | 150 mm Underdrain Pipe | | | 0460 610C001M 12859.000 MTON| 25.00000 321475.00| | Loose Riprap, Class 2 | | | 0470 610D000M 8303.000 M2 | 2.00000 16606.00| | Filter Blanket | | | 0480 614A000M 2369.000 M3 | 250.00000 592250.00| | Slope Paving | | | 0490 619A002M 33.000 EACH| 460.00000 15180.00| | 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0500 619A003M 14.000 EACH| 610.00000 8540.00| | 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0510 619A004M 7.000 EACH| 765.00000 5355.00| | 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0520 619A005M 8.000 EACH| 920.00000 7360.00| | 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0530 619A057M 1.000 EACH| 2000.00000 2000.00| | 1200 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0540 619A102M 12.000 EACH| 610.00000 7320.00| | 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A103M 6.000 EACH| 765.00000 4590.00| | 750 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A104M 8.000 EACH| 920.00000 7360.00| | 900 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619B021M 1.000 EACH| 1300.00000 1300.00| | 1485 mm Span, 915 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0580 620A000M 1.000 M3 | 1000.00000 1000.00| | Minor Structure Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -13 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01059 |( ) |( ) |ADVANCE CONSTRUCTION SERVIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 621A000M 26.000 EACH| 1900.00000 49400.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0600 621A001M 7.000 EACH| 2000.00000 14000.00| | Junction Boxes, Type 1, 2P Or 5 | | | 0610 621A013M 1.000 EACH| 3500.00000 3500.00| | Junction Boxes, Type Special | | | 0620 621B000M 15.000 EACH| 490.00000 7350.00| | Junction Box Units, Type 1, 1P Or 5 | | | 0630 621B001M 2.000 EACH| 590.00000 1180.00| | Junction Box Units, Type 1, 2P Or 5 | | | 0640 621C004M 2.000 EACH| 2700.00000 5400.00| | Inlets, Type GH | | | 0650 621C020M 59.000 EACH| 1700.00000 100300.00| | Inlets, Type Y | | | 0660 621C109M 1.000 EACH| 3200.00000 3200.00| | Inlets, Type PD | | | 0670 621C110M 1.000 EACH| 4600.00000 4600.00| | Inlets, Type PD-6 | | | 0680 621D019M 78.000 EACH| 460.00000 35880.00| | Inlet Units, Type Y | | | 0690 621I001M 1.000 EACH| 3800.00000 3800.00| | Stilling Basins, Type 1 | | | 0700 650B000M 47500.000 M3 | 4.00000 190000.00| | Topsoil From Stockpiles | | | 0710 652A054M 20.000 HA | 960.00000 19200.00| | Seeding (Mix 2A) | | | 0720 652A056M 10.000 HA | 1000.00000 10000.00| | Seeding (Mix 2E) | | | 0730 652B053M 10.000 HA | 850.00000 8500.00| | Temporary Seeding (Mix 2AT) | | | 0740 652C000M 40.000 HA | 75.00000 3000.00| | Mowing | | | 0750 652D054M 10.000 HA | 750.00000 7500.00| | Seeding In Stubble (Mix 2A) | | | 0760 654A001M 5741.000 M2 | 3.30000 18945.30| | Solid Sodding (Bermuda) | | | 0770 656A000M 30.000 HA | 930.00000 27900.00| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -14 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01059 |( ) |( ) |ADVANCE CONSTRUCTION SERVIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 656A001M 10.000 HA | 970.00000 9700.00| | Mulching, Class A, Type 2 | | | 0785 659A000M 2500.000 M2 | 1.00000 2500.00| | Erosion Control Netting, Class A | | | 0790 665A000M 51.000 HA | 800.00000 40800.00| | Temporary Seeding | | | 0800 665B000M 51.000 HA | 750.00000 38250.00| | Temporary Mulching | | | 0810 665C001M 100.000 M | 45.00000 4500.00| | 450 mm Temporary Pipe | | | 0820 665F000M 1343.000 EACH| 7.00000 9401.00| | Hay Bales | | | 0830 665H000M 4.000 EACH| 1000.00000 4000.00| | Erosion Control Check Dams, Type 1 | | | 0840 665I000M 330.000 MTON| 25.00000 8250.00| | Temporary Riprap, Class 2 | | | 0850 665J000M 4315.000 M | 14.00000 60410.00| | Silt Fence, Type A | | | 0860 665K000M 144.000 M3 | 10.00000 1440.00| | Drainage Sump Excavation | | | 0870 665N000M 189.000 MTON| 20.00000 3780.00| | Temporary Coarse Aggregate For Inlet | | | Protection | | | 0880 666A001M 40.000 HA | 10.00000 400.00| | Pest Control Treatment | | | 0890 680A000M LUMP| 100000.00000 100000.00| | Engineering Controls | | | 0900 713A000M 12.000 M | 360.00000 4320.00| | Permanent Barricades | | | 0910 740B000M 100.000 M2 | 115.00000 11500.00| | Construction Signs | | | 0920 740D000M 266.000 EACH| 60.00000 15960.00| | Channelizing Drums | | | 0930 740F002M 70.000 EACH| 185.00000 12950.00| | Barricades, Type III | | | 0940 740I005M 2.000 EACH| 675.00000 1350.00| | Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 017 -15 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20021101017 COUNTIES : TALLAPOOSA LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01059 |( ) |( ) |ADVANCE CONSTRUCTION SERVIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 999 000M 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,315,367.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,315,367.20| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-I459(303) for constructing the Widening (Including Bridges, Signing and Signals) on U.S.#280 from I-459 to Perimeter Park South in Mountain Brook. Length 0.558 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,985,221.41 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 3,992,264.11 133.7343% 3 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 3,994,146.67 133.7973% 4 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 4,211,499.84 141.0783% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 28710.00000 28710.00| 375000.00000 375000.00| 300000.00000 300000.00 Clearing & Grubbing (Approximately 3 | | | acres) | | | 0020 206A050 LUMP| 50000.00000 50000.00| 150000.00000 150000.00| 75000.00000 75000.00 Removal Of Old Bridge, Station(Partial) | | | 38+46.98 U.S. 280 E.B. | | | 0030 206A051 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station | | | (Partial) 46+89.23 U.S. 280 E.B. | | | 0040 206A052 LUMP| 30000.00000 30000.00| 50000.00000 50000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station | | | (Partial) 45+03.74 Ramp B | | | 0050 206C001 36.000 SQYD| 77.16000 2777.76| 250.00000 9000.00| 275.00000 9900.00 Removing Concrete Pavement | | | 0060 206C002 256.000 SQYD| 52.80000 13516.80| 31.00000 7936.00| 34.10000 8729.60 Removing Concrete Slope Paving | | | 0070 206C016 159.000 SQYD| 74.03000 11770.77| 11.50000 1828.50| 38.50000 6121.50 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0080 206D000 95.000 LF | 83.17000 7901.15| 14.00000 1330.00| 15.40000 1463.00 Removing Pipe | | | 0090 206D001 238.000 LF | 3.15000 749.70| 29.00000 6902.00| 0.55000 130.90 Removing Guardrail | | | 0100 206D002 652.000 LF | 19.40000 12648.80| 8.00000 5216.00| 8.80000 5737.60 Removing Curb | | | 0110 206D003 1866.000 LF | 16.07000 29986.62| 10.00000 18660.00| 11.00000 20526.00 Removing Curb And Gutter | | | 0120 206D010 60.000 LF | 87.12000 5227.20| 100.00000 6000.00| 110.00000 6600.00 Removing Safety Barrier | | | 0130 206E001 6.000 EACH| 735.72000 4414.32| 995.00000 5970.00| 1094.50000 6567.00 Removing Inlets | | | 0140 206E008 8.000 EACH| 131.25000 1050.00| 460.00000 3680.00| 55.00000 440.00 Removing Guardrail End Anchor (All Type | | | 0150 210A000 4240.000 CUYD| 22.45000 95188.00| 22.00000 93280.00| 24.20000 102608.00 Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 210D021 500.000 CUYD| 22.45000 11225.00| 63.00000 31500.00| 69.30000 34650.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0170 214A000 752.000 CUYD| 25.05000 18837.60| 17.00000 12784.00| 18.70000 14062.40 Structure Excavation | | | 0180 214B001 148.000 CUYD| 36.80000 5446.40| 46.00000 6808.00| 50.60000 7488.80 Foundation Backfill, Commercial | | | 0190 215A000 602.000 CUYD| 30.00000 18060.00| 50.00000 30100.00| 50.00000 30100.00 Unclassified Bridge Excavation | | | 0200 215B000 LUMP| 10000.00000 10000.00| 50000.00000 50000.00| 25000.00000 25000.00 Cofferdams Or Sheeting And Shoring, | | | Station 38+46.98 U.S. 280 E.B. | | | 0210 215B001 LUMP| 5000.00000 5000.00| 30000.00000 30000.00| 25000.00000 25000.00 Cofferdams Or Sheeting And Shoring, | | | Station 46+89.23 US-280 E.B. | | | 0220 215B002 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 25000.00000 25000.00 Cofferdams Or Sheeting And Shoring, | | | Station 45+03.74 Ramp B | | | 0230 305B061 100.000 TON | 17.45000 1745.00| 37.00000 3700.00| 40.70000 4070.00 Coarse Aggregate, Section 801, ALDOT #4 | | | For Miscellaneous Use | | | 0240 401B108 420.000 SQYD| 15.24000 6400.80| 7.50000 3150.00| 8.25000 3465.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0250 405A000 549.000 GAL | 1.34000 735.66| 2.00000 1098.00| 2.20000 1207.80 Tack Coat | | | 0260 408A052 2551.000 SQYD| 7.53000 19209.03| 5.00000 12755.00| 5.50000 14030.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0270 424A281 672.000 TON | 56.12000 37712.64| 55.00000 36960.00| 60.50000 40656.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0280 424A287 30.000 TON | 84.70000 2541.00| 85.00000 2550.00| 93.50000 2805.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424B282 963.000 TON | 55.90000 53831.70| 52.50000 50557.50| 57.75000 55613.25 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0300 424B290 25.000 TON | 86.52000 2163.00| 100.00000 2500.00| 110.00000 2750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0310 424B582 1916.000 TON | 53.45000 102410.20| 42.50000 81430.00| 46.75000 89573.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0320 424C281 1086.000 TON | 53.42000 58014.12| 47.50000 51585.00| 52.25000 56743.50 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0330 430B026 150.000 TON | 36.10000 5415.00| 30.00000 4500.00| 33.00000 4950.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0340 450B000 336.000 SQYD| 75.00000 25200.00| 100.00000 33600.00| 150.00000 50400.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0350 502A000 57933.000 LB | 0.50000 28966.50| 0.57000 33021.81| 0.55000 31863.15 Steel Reinforcement | | | 0360 502B000 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 29000.00000 29000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 38+46.98 U.S. | | | 280 E.B., Approx. | | | 0370 502B001 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 11000.00000 11000.00 Steel Reinforcement For Bridge | | | Superstructure Station 46+89.23 U.S. | | | 280 E.B., Approx. | | | 0380 502B002 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 20000.00000 20000.00 Steel Reinforcement For Bridge | | | Superstructure Station 45+03.74 Ramp B, | | | Approx. 35913 | | | 0390 505G002 11.000 EACH| 90.00000 990.00| 170.00000 1870.00| 100.00000 1100.00 Pile Points (Type A, 10") | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 505G003 9.000 EACH| 100.00000 900.00| 200.00000 1800.00| 100.00000 900.00 Pile Points (Type A, 12") | | | 0410 505M000 486.000 LF | 20.00000 9720.00| 50.00000 24300.00| 27.00000 13122.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0420 505M002 336.000 LF | 22.00000 7392.00| 45.00000 15120.00| 30.00000 10080.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0430 508A000 5080.000 LB | 2.50000 12700.00| 5.00000 25400.00| 3.00000 15240.00 Structural Steel | | | 0440 508B000 1.000 EACH| 325000.00000 325000.00| 400000.00000 400000.00| 400000.00000 400000.00 Structural Steel Superstructure, | | | 71'9"-90'-90'-90'-71'9" Lbs. | | | (SPECIALITY ITEM) | | | 0450 508B001 1.000 EACH| 170000.00000 170000.00| 200000.00000 200000.00| 225000.00000 225000.00 Structural Steel Superstructure, | | | 75'-107'-75' continuous span, Ramp B, | | | 0460 510A000 350.000 CUYD| 300.00000 105000.00| 700.00000 245000.00| 750.00000 262500.00 Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 200000.00000 200000.00| 165000.00000 165000.00| 150000.00000 150000.00 Bridge Concrete Superstructure, Station | | | 38+46.98 U.S. 280 E.B., Approx. | | | 0480 510C052 LUMP| 100000.00000 100000.00| 85000.00000 85000.00| 75000.00000 75000.00 Bridge Concrete Superstructure, Station | | | 46+89.23 U.S. 280 E.B., Approx. | | | 0490 510C053 LUMP| 150000.00000 150000.00| 105000.00000 105000.00| 100000.00000 100000.00 Bridge Concrete Superstructure, Station | | | 45+03.74 Ramp B, Approx. | | | 0500 510E000 1129.000 SQYD| 5.00000 5645.00| 2.50000 2822.50| 3.00000 3387.00 Grooving Concrete Bridge Decks | | | 0510 511A001 12.000 EACH| 350.00000 4200.00| 275.00000 3300.00| 100.00000 1200.00 Elastomeric Bearings, Type 2 | | | 0520 511A004 20.000 EACH| 1100.00000 22000.00| 800.00000 16000.00| 300.00000 6000.00 Elastomeric Bearings, Type 4 | | | 0530 513B003 73.000 LF | 80.00000 5840.00| 100.00000 7300.00| 85.00000 6205.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -6 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 513B004 91.000 LF | 90.00000 8190.00| 105.00000 9555.00| 95.00000 8645.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0550 513B005 143.000 LF | 120.00000 17160.00| 145.00000 20735.00| 100.00000 14300.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0560 522G000 130.000 LF | 35.00000 4550.00| 155.00000 20150.00| 100.00000 13000.00 Bridge Joint Seal | | | 0570 530A001 736.000 LF | 28.00000 20608.00| 32.00000 23552.00| 35.20000 25907.20 18" Roadway Pipe (Class 3 R.C.) | | | 0580 530A100 16.000 LF | 96.76000 1548.16| 80.00000 1280.00| 88.00000 1408.00 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0590 530A101 55.000 LF | 61.07000 3358.85| 46.00000 2530.00| 50.60000 2783.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0600 600A000 LUMP| 239005.00000 239005.00| 403400.00000 403400.00| 440000.00000 440000.00 Mobilization | | | 0610 601A000 1.000 EACH| 9565.00000 9565.00| 7000.00000 7000.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0620 603A002 1.000 EACH| 16728.65000 16728.65| 26000.00000 26000.00| 10000.00000 10000.00 Furnishing Type 3 Field Office | | | 0630 614A000 79.000 CUYD| 241.50000 19078.50| 614.00000 48506.00| 352.00000 27808.00 Slope Paving | | | 0640 614A001 62.000 CUYD| 400.00000 24800.00| 510.00000 31620.00| 245.00000 15190.00 Slope Paving (Under Bridges) | | | 0650 620A000 1.000 CUYD| 1350.00000 1350.00| 450.00000 450.00| 495.00000 495.00 Minor Structure Concrete | | | 0660 621A000 1.000 EACH| 2625.00000 2625.00| 2100.00000 2100.00| 2310.00000 2310.00 Junction Boxes, Type 1, 1P Or 5 | | | 0670 621A022 3.000 EACH| 4200.00000 12600.00| 1500.00000 4500.00| 1650.00000 4950.00 Junction Boxes, Type 1 (Modified) | | | 0680 621C001 1.000 EACH| 2100.00000 2100.00| 2800.00000 2800.00| 3080.00000 3080.00 Inlets, Type B | | | 0690 621C015 7.000 EACH| 2625.00000 18375.00| 2500.00000 17500.00| 2750.00000 19250.00 Inlets, Type S1 Or S3 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -7 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 621C017 1.000 EACH| 3150.00000 3150.00| 2700.00000 2700.00| 2970.00000 2970.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0710 621D015 3.000 EACH| 525.00000 1575.00| 790.00000 2370.00| 869.00000 2607.00 Inlet Units, Type S1 Or S3 | | | 0720 623B000 110.000 LF | 12.60000 1386.00| 24.00000 2640.00| 26.40000 2904.00 Concrete Curb, Type N | | | 0730 623C000 1793.000 LF | 15.75000 28239.75| 24.00000 43032.00| 26.40000 47335.20 Combination Curb & Gutter, Type C | | | 0740 629A008 9.000 LF | 157.50000 1417.50| 375.00000 3375.00| 412.50000 3712.50 Concrete Median Or Safety Barrier, Type | | | 5 | | | 0750 629A021 51.000 LF | 78.75000 4016.25| 100.00000 5100.00| 110.00000 5610.00 Concrete Median Or Safety Barrier, Type | | | 1 | | | 0760 630A001 414.000 LF | 15.22000 6301.08| 14.50000 6003.00| 13.20000 5464.80 Steel Beam Guardrail, Class A, Type 2 | | | 0770 630C001 3.000 EACH| 682.50000 2047.50| 650.00000 1950.00| 660.00000 1980.00 Guardrail End Anchor, Type 8 | | | 0780 630C003 5.000 EACH| 1155.00000 5775.00| 1100.00000 5500.00| 1100.00000 5500.00 Guardrail End Anchor, Type 13 | | | 0790 630C040 2.000 EACH| 1312.50000 2625.00| 1250.00000 2500.00| 880.00000 1760.00 Guardrail End Anchor, Type 13 (Modified | | | 0800 630C070 3.000 EACH| 1470.00000 4410.00| 1400.00000 4200.00| 1540.00000 4620.00 Guardrail End Anchor, Type 10 Series | | | 0810 650A000 1000.000 CUYD| 15.07000 15070.00| 17.00000 17000.00| 18.70000 18700.00 Topsoil | | | 0820 652A053 1.000 ACRE| 945.00000 945.00| 900.00000 900.00| 495.00000 495.00 Seeding (Mix 1E) | | | 0830 654A001 10500.000 SQYD| 3.57000 37485.00| 3.40000 35700.00| 3.30000 34650.00 Solid Sodding (Bermuda) | | | 0840 656A001 1.000 ACRE| 630.00000 630.00| 600.00000 600.00| 495.00000 495.00 Mulching, Class A, Type 2 | | | 0850 659A000 500.000 SQYD| 2.10000 1050.00| 2.00000 1000.00| 2.20000 1100.00 Erosion Control Netting, Class A | | | 0860 659A001 500.000 SQYD| 2.10000 1050.00| 2.00000 1000.00| 2.20000 1100.00 Erosion Control Netting, Class B | | | 0870 665F000 88.000 EACH| 19.63000 1727.44| 6.50000 572.00| 7.15000 629.20 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -8 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 665G000 100.000 EACH| 7.80000 780.00| 3.00000 300.00| 3.30000 330.00 Sand Bags | | | 0890 665I000 100.000 TON | 51.11000 5111.00| 35.00000 3500.00| 38.50000 3850.00 Temporary Riprap, Class 2 | | | 0900 665J000 2400.000 LF | 6.30000 15120.00| 5.00000 12000.00| 5.50000 13200.00 Silt Fence, Type A | | | 0910 665K000 50.000 CUYD| 39.77000 1988.50| 18.00000 900.00| 19.80000 990.00 Drainage Sump Excavation | | | 0920 665L000 150.000 LF | 16.08000 2412.00| 45.00000 6750.00| 49.50000 7425.00 Floating Basin Boom | | | 0930 665N000 100.000 TON | 47.09000 4709.00| 40.00000 4000.00| 44.00000 4400.00 Temporary Coarse Aggregate For Inlet | | | Protection | | | 0940 672B000 100.000 LB | 10.10000 1010.00| 25.00000 2500.00| 27.50000 2750.00 Flocculant Powder | | | 0950 680A000 LUMP| 48522.00000 48522.00| 70000.00000 70000.00| 125000.00000 125000.00 Engineering Controls | | | 0960 701A028 1.000 MILE| 2625.00000 2625.00| 2100.00000 2100.00| 2750.00000 2750.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0970 701A032 1.000 MILE| 2625.00000 2625.00| 2100.00000 2100.00| 2750.00000 2750.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0980 701A041 2.000 MILE| 1050.00000 2100.00| 2100.00000 4200.00| 1100.00000 2200.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0990 701B009 276.000 LF | 1.05000 289.80| 1.35000 372.60| 1.10000 303.60 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1000 701C000 1.000 MILE| 787.50000 787.50| 685.00000 685.00| 825.00000 825.00 Broken Temporary Traffic Stripe | | | 1010 701C001 2.000 MILE| 787.50000 1575.00| 685.00000 1370.00| 825.00000 1650.00 Solid Temporary Traffic Stripe | | | 1020 701C006 1.000 MILE| 7140.00000 7140.00| 2625.00000 2625.00| 7480.00000 7480.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1030 701D007 2.000 MILE| 1575.00000 3150.00| 2625.00000 5250.00| 1650.00000 3300.00 Solid Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -9 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 701D008 1.000 MILE| 1575.00000 1575.00| 2625.00000 2625.00| 1650.00000 1650.00 Solid Traffic Stripe Removed (Plastic) | | | 1050 701D015 1.000 MILE| 1575.00000 1575.00| 2625.00000 2625.00| 1430.00000 1430.00 Broken Traffic Stripe Removed (Plastic) | | | 1060 701G121 1982.000 LF | 1.88000 3726.16| 2.20000 4360.40| 1.97000 3904.54 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1070 701G125 1169.000 LF | 4.10000 4792.90| 2.20000 2571.80| 4.29000 5015.01 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1080 701G133 841.000 LF | 4.10000 3448.10| 2.30000 1934.30| 4.30000 3616.30 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1090 701H002 730.000 LF | 1.05000 766.50| 0.50000 365.00| 1.10000 803.00 Solid Traffic Stripe Removed (Tape) | | | 1100 703A002 2692.000 SQFT| 2.36000 6353.12| 1.45000 3903.40| 2.48000 6676.16 Traffic Control Markings, Class 2, Type | | | A | | | 1110 703A010 99.000 SQFT| 12.60000 1247.40| 2.30000 227.70| 13.20000 1306.80 Traffic Control Markings,Class 3W,Type | | | 1120 703B002 404.000 SQFT| 3.05000 1232.20| 1.45000 585.80| 3.19000 1288.76 Traffic Control Legends, Class 2, Type | | | 1130 703B010 135.000 SQFT| 22.05000 2976.75| 2.30000 310.50| 23.10000 3118.50 Traffic Control Legends,Class 3W,Type A | | | 1140 703C001 450.000 SQFT| 3.15000 1417.50| 2.50000 1125.00| 3.30000 1485.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1150 703C003 350.000 SQFT| 2.10000 735.00| 5.15000 1802.50| 2.20000 770.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Tape) | | | 1160 703D000 350.000 SQFT| 12.60000 4410.00| 3.40000 1190.00| 13.20000 4620.00 Temporary Traffic Control Markings(Tape | | | 1170 705A030 51.000 EACH| 6.20000 316.20| 8.40000 428.40| 6.49000 330.99 Pavement Markers, Class A-H, Type 2-C | | | 1180 705A031 170.000 EACH| 6.00000 1020.00| 8.40000 1428.00| 6.27000 1065.90 Pavement Markers, Class A-H, Type 1-A | | | 1190 705A032 52.000 EACH| 6.00000 312.00| 8.40000 436.80| 6.27000 326.04 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -10 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 705A037 24.000 EACH| 6.20000 148.80| 8.40000 201.60| 6.49000 155.76 Pavement Markers, Class A-H, Type 2-D | | | 1210 707B003 1.000 EACH| 262.50000 262.50| 250.00000 250.00| 150.00000 150.00 Type A Hazard Marker Installation | | | 1220 710A115 31.000 SQFT| 29.40000 911.40| 28.00000 868.00| 25.30000 784.30 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1230 710A126 57.000 SQFT| 29.40000 1675.80| 28.00000 1596.00| 32.45000 1849.65 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1240 710A140 408.000 SQFT| 30.98000 12639.84| 29.50000 12036.00| 37.40000 15259.20 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1250 710A141 37.000 SQFT| 30.98000 1146.26| 29.50000 1091.50| 38.78000 1434.86 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1260 710B001 156.000 LF | 8.40000 1310.40| 8.00000 1248.00| 7.15000 1115.40 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1270 710B005 26.000 LF | 68.25000 1774.50| 65.00000 1690.00| 60.50000 1573.00 Roadway Sign Post (S3 x 5.7 Steel Beam) | | | 1280 715A000 LUMP| 39128.25000 39128.25| 37265.00000 37265.00| 37051.00000 37051.00 Overhead Roadway Sign Structure NO. | | | OHSB-1 | | | 1290 717B000 LUMP| 6825.00000 6825.00| 6500.00000 6500.00| 12375.00000 12375.00 Overhead Roadway Sign Structure No. | | | OHSB-2 Relocation | | | 1300 726A000 3220.000 LF | 27.30000 87906.00| 26.00000 83720.00| 28.60000 92092.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1310 726A001 50.000 LF | 47.25000 2362.50| 45.00000 2250.00| 49.50000 2475.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -11 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1320 726D025 3.000 EACH| 10311.00000 30933.00| 9820.00000 29460.00| 18150.00000 54450.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1330 730A000 LUMP| 1155.00000 1155.00| 2000.00000 2000.00| 10802.00000 10802.00 Removal Of Existing Traffic Control | | | Unit (U.S. Highway 280 at the I-459 | | | 1340 730A012 LUMP| 787.50000 787.50| 2000.00000 2000.00| 2750.00000 2750.00 Removal Of Existing Traffic Control | | | Unit (Partial)( U.S. Highway 280 at | | | I-459 Southbound | | | 1350 730A013 LUMP| 787.50000 787.50| 2000.00000 2000.00| 2750.00000 2750.00 Removal Of Existing Traffic Control | | | Unit (Partial) (U.S. Highway 280 at | | | Perimeter | | | 1360 730C000 LUMP| 1732.50000 1732.50| 1500.00000 1500.00| 7340.00000 7340.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 280 at I-459 | | | Southbound | | | 1370 730C001 LUMP| 1890.00000 1890.00| 1500.00000 1500.00| 12650.00000 12650.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 280 at I-459 | | | Northbound | | | 1380 730C002 LUMP| 1260.00000 1260.00| 1500.00000 1500.00| 9194.00000 9194.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 280 at | | | Perimeter | | | 1390 730E000 7.000 EACH| 2940.00000 20580.00| 1500.00000 10500.00| 2090.00000 14630.00 Metal Traffic Signal Pole Foundation | | | 1400 730G001 7.000 EACH| 3675.00000 25725.00| 5000.00000 35000.00| 4180.00000 29260.00 Metal Traffic Signal Strain Pole | | | 1410 730H001 3000.000 LF | 2.36000 7080.00| 3.00000 9000.00| 4.95000 14850.00 Loop Wire | | | 1420 730I001 3620.000 LF | 1.05000 3801.00| 1.30000 4706.00| 1.10000 3982.00 Loop Detector Lead-In-Cable | | | 1430 730J010 2.000 EACH| 157.50000 315.00| 200.00000 400.00| 165.00000 330.00 Vehicle Loop Detector | | | 1440 730K000 5.000 EACH| 288.75000 1443.75| 350.00000 1750.00| 275.00000 1375.00 Traffic Signal Junction Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -12 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1450 730L005 140.000 LF | 3.67000 513.80| 5.00000 700.00| 3.85000 539.00 2", Non-Metallic, Conduit | | | 1460 730N010 7.000 EACH| 367.50000 2572.50| 500.00000 3500.00| 660.00000 4620.00 Luminaire Extension Assembly, 12 Feet | | | 1470 730P020 6.000 EACH| 525.00000 3150.00| 300.00000 1800.00| 605.00000 3630.00 Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 1480 730P022 27.000 EACH| 787.50000 21262.50| 700.00000 18900.00| 737.00000 19899.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1490 730P023 4.000 EACH| 945.00000 3780.00| 900.00000 3600.00| 825.00000 3300.00 Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 1500 730P024 1.000 EACH| 1260.00000 1260.00| 1000.00000 1000.00| 1210.00000 1210.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1510 730R022 1.000 EACH| 6510.00000 6510.00| 7783.00000 7783.00| 9350.00000 9350.00 Controller Assembly, Type III, 8 Phase | | | 1520 730S002 LUMP| 5460.00000 5460.00| 5000.00000 5000.00| 5940.00000 5940.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (U.S. | | | Highway 280 at I-459 Southbound | | | 1530 730S003 LUMP| 7140.00000 7140.00| 5000.00000 5000.00| 6820.00000 6820.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (U.S. | | | Highway 280 at I-459 Northbound | | | 1540 730S004 LUMP| 6195.00000 6195.00| 5000.00000 5000.00| 7260.00000 7260.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (U.S. | | | Highway 280 at Perimeter Parkway/ | | | 1550 740B000 2187.000 SQFT| 8.10000 17714.70| 10.50000 22963.50| 15.00000 32805.00 Construction Signs | | | 1560 740C000 328.000 SQFT| 8.63000 2830.64| 13.00000 4264.00| 15.00000 4920.00 Special Construction Signs | | | 1570 740D000 300.000 EACH| 61.21000 18363.00| 61.00000 18300.00| 75.00000 22500.00 Channelizing Drums | | | 1580 740E000 60.000 EACH| 23.30000 1398.00| 16.00000 960.00| 12.00000 720.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -13 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( 3 ) 04008 |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1590 740F002 2.000 EACH| 217.00000 434.00| 190.00000 380.00| 260.00000 520.00 Barricades, Type III | | | 1600 740I005 1.000 EACH| 367.29000 367.29| 685.00000 685.00| 800.00000 800.00 Warning Lights, Type B (Detachable Head | | | 1610 740M001 60.000 EACH| 9.06000 543.60| 9.00000 540.00| 8.00000 480.00 Ballast For Cone | | | 1620 740Q000 2000.000 LF | 1.81000 3620.00| 3.00000 6000.00| 10.00000 20000.00 Construction Safety Fence | | | 1630 741C010 2.000 EACH| 3672.90000 7345.80| 3675.00000 7350.00| 5500.00000 11000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1640 742A001 4.000 EACH| 11686.50000 46746.00| 15750.00000 63000.00| 20000.00000 80000.00 Portable Changeable Message Sign, Type | | | 1650 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,985,221.41| $ 3,992,264.11| $ 3,994,146.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,985,221.41| $ 3,992,264.11| $ 3,994,146.67 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -14 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 300000.00000 300000.00| | Clearing & Grubbing (Approximately 3 | | | acres) | | | 0020 206A050 LUMP| 65000.00000 65000.00| | Removal Of Old Bridge, Station(Partial) | | | 38+46.98 U.S. 280 E.B. | | | 0030 206A051 LUMP| 26000.00000 26000.00| | Removal Of Old Bridge, Station | | | (Partial) 46+89.23 U.S. 280 E.B. | | | 0040 206A052 LUMP| 39000.00000 39000.00| | Removal Of Old Bridge, Station | | | (Partial) 45+03.74 Ramp B | | | 0050 206C001 36.000 SQYD| 265.00000 9540.00| | Removing Concrete Pavement | | | 0060 206C002 256.000 SQYD| 33.00000 8448.00| | Removing Concrete Slope Paving | | | 0070 206C016 159.000 SQYD| 36.00000 5724.00| | Removing Concrete Slope Paving (Under | | | Bridges) | | | 0080 206D000 95.000 LF | 15.00000 1425.00| | Removing Pipe | | | 0090 206D001 238.000 LF | 1.00000 238.00| | Removing Guardrail | | | 0100 206D002 652.000 LF | 8.00000 5216.00| | Removing Curb | | | 0110 206D003 1866.000 LF | 10.00000 18660.00| | Removing Curb And Gutter | | | 0120 206D010 60.000 LF | 100.00000 6000.00| | Removing Safety Barrier | | | 0130 206E001 6.000 EACH| 1000.00000 6000.00| | Removing Inlets | | | 0140 206E008 8.000 EACH| 100.00000 800.00| | Removing Guardrail End Anchor (All Type | | | 0150 210A000 4240.000 CUYD| 22.00000 93280.00| | Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -15 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 210D021 500.000 CUYD| 63.00000 31500.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0170 214A000 752.000 CUYD| 17.00000 12784.00| | Structure Excavation | | | 0180 214B001 148.000 CUYD| 46.00000 6808.00| | Foundation Backfill, Commercial | | | 0190 215A000 602.000 CUYD| 37.00000 22274.00| | Unclassified Bridge Excavation | | | 0200 215B000 LUMP| 13000.00000 13000.00| | Cofferdams Or Sheeting And Shoring, | | | Station 38+46.98 U.S. 280 E.B. | | | 0210 215B001 LUMP| 6500.00000 6500.00| | Cofferdams Or Sheeting And Shoring, | | | Station 46+89.23 US-280 E.B. | | | 0220 215B002 LUMP| 13000.00000 13000.00| | Cofferdams Or Sheeting And Shoring, | | | Station 45+03.74 Ramp B | | | 0230 305B061 100.000 TON | 37.00000 3700.00| | Coarse Aggregate, Section 801, ALDOT #4 | | | For Miscellaneous Use | | | 0240 401B108 420.000 SQYD| 10.00000 4200.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0250 405A000 549.000 GAL | 2.50000 1372.50| | Tack Coat | | | 0260 408A052 2551.000 SQYD| 6.50000 16581.50| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0270 424A281 672.000 TON | 72.00000 48384.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0280 424A287 30.000 TON | 112.00000 3360.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -16 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424B282 963.000 TON | 69.00000 66447.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0300 424B290 25.000 TON | 131.00000 3275.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0310 424B582 1916.000 TON | 56.00000 107296.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0320 424C281 1086.000 TON | 62.00000 67332.00| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0330 430B026 150.000 TON | 30.00000 4500.00| | Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0340 450B000 336.000 SQYD| 98.00000 32928.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0350 502A000 57933.000 LB | 0.60000 34759.80| | Steel Reinforcement | | | 0360 502B000 LUMP| 39000.00000 39000.00| | Steel Reinforcement For Bridge | | | Superstructure, Station 38+46.98 U.S. | | | 280 E.B., Approx. | | | 0370 502B001 LUMP| 13000.00000 13000.00| | Steel Reinforcement For Bridge | | | Superstructure Station 46+89.23 U.S. | | | 280 E.B., Approx. | | | 0380 502B002 LUMP| 26000.00000 26000.00| | Steel Reinforcement For Bridge | | | Superstructure Station 45+03.74 Ramp B, | | | Approx. 35913 | | | 0390 505G002 11.000 EACH| 118.00000 1298.00| | Pile Points (Type A, 10") | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -17 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 505G003 9.000 EACH| 131.00000 1179.00| | Pile Points (Type A, 12") | | | 0410 505M000 486.000 LF | 26.00000 12636.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0420 505M002 336.000 LF | 29.00000 9744.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0430 508A000 5080.000 LB | 3.25000 16510.00| | Structural Steel | | | 0440 508B000 1.000 EACH| 428000.00000 428000.00| | Structural Steel Superstructure, | | | 71'9"-90'-90'-90'-71'9" Lbs. | | | (SPECIALITY ITEM) | | | 0450 508B001 1.000 EACH| 224000.00000 224000.00| | Structural Steel Superstructure, | | | 75'-107'-75' continuous span, Ramp B, | | | 0460 510A000 350.000 CUYD| 390.00000 136500.00| | Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 263000.00000 263000.00| | Bridge Concrete Superstructure, Station | | | 38+46.98 U.S. 280 E.B., Approx. | | | 0480 510C052 LUMP| 131000.00000 131000.00| | Bridge Concrete Superstructure, Station | | | 46+89.23 U.S. 280 E.B., Approx. | | | 0490 510C053 LUMP| 197000.00000 197000.00| | Bridge Concrete Superstructure, Station | | | 45+03.74 Ramp B, Approx. | | | 0500 510E000 1129.000 SQYD| 6.60000 7451.40| | Grooving Concrete Bridge Decks | | | 0510 511A001 12.000 EACH| 460.00000 5520.00| | Elastomeric Bearings, Type 2 | | | 0520 511A004 20.000 EACH| 1450.00000 29000.00| | Elastomeric Bearings, Type 4 | | | 0530 513B003 73.000 LF | 105.00000 7665.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -18 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 513B004 91.000 LF | 118.00000 10738.00| | Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0550 513B005 143.000 LF | 158.00000 22594.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0560 522G000 130.000 LF | 46.00000 5980.00| | Bridge Joint Seal | | | 0570 530A001 736.000 LF | 32.00000 23552.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0580 530A100 16.000 LF | 80.00000 1280.00| | 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0590 530A101 55.000 LF | 48.00000 2640.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0600 600A000 LUMP| 330000.00000 330000.00| | Mobilization | | | 0610 601A000 1.000 EACH| 23000.00000 23000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0620 603A002 1.000 EACH| 25000.00000 25000.00| | Furnishing Type 3 Field Office | | | 0630 614A000 79.000 CUYD| 335.00000 26465.00| | Slope Paving | | | 0640 614A001 62.000 CUYD| 593.00000 36766.00| | Slope Paving (Under Bridges) | | | 0650 620A000 1.000 CUYD| 465.00000 465.00| | Minor Structure Concrete | | | 0660 621A000 1.000 EACH| 2232.00000 2232.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0670 621A022 3.000 EACH| 1500.00000 4500.00| | Junction Boxes, Type 1 (Modified) | | | 0680 621C001 1.000 EACH| 2844.00000 2844.00| | Inlets, Type B | | | 0690 621C015 7.000 EACH| 2632.00000 18424.00| | Inlets, Type S1 Or S3 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -19 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 621C017 1.000 EACH| 2800.00000 2800.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0710 621D015 3.000 EACH| 834.00000 2502.00| | Inlet Units, Type S1 Or S3 | | | 0720 623B000 110.000 LF | 25.00000 2750.00| | Concrete Curb, Type N | | | 0730 623C000 1793.000 LF | 25.00000 44825.00| | Combination Curb & Gutter, Type C | | | 0740 629A008 9.000 LF | 393.00000 3537.00| | Concrete Median Or Safety Barrier, Type | | | 5 | | | 0750 629A021 51.000 LF | 108.00000 5508.00| | Concrete Median Or Safety Barrier, Type | | | 1 | | | 0760 630A001 414.000 LF | 15.00000 6210.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0770 630C001 3.000 EACH| 790.00000 2370.00| | Guardrail End Anchor, Type 8 | | | 0780 630C003 5.000 EACH| 1055.00000 5275.00| | Guardrail End Anchor, Type 13 | | | 0790 630C040 2.000 EACH| 1055.00000 2110.00| | Guardrail End Anchor, Type 13 (Modified | | | 0800 630C070 3.000 EACH| 1845.00000 5535.00| | Guardrail End Anchor, Type 10 Series | | | 0810 650A000 1000.000 CUYD| 17.00000 17000.00| | Topsoil | | | 0820 652A053 1.000 ACRE| 1180.00000 1180.00| | Seeding (Mix 1E) | | | 0830 654A001 10500.000 SQYD| 4.45000 46725.00| | Solid Sodding (Bermuda) | | | 0840 656A001 1.000 ACRE| 790.00000 790.00| | Mulching, Class A, Type 2 | | | 0850 659A000 500.000 SQYD| 2.65000 1325.00| | Erosion Control Netting, Class A | | | 0860 659A001 500.000 SQYD| 2.65000 1325.00| | Erosion Control Netting, Class B | | | 0870 665F000 88.000 EACH| 7.00000 616.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -20 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 665G000 100.000 EACH| 3.60000 360.00| | Sand Bags | | | 0890 665I000 100.000 TON | 39.00000 3900.00| | Temporary Riprap, Class 2 | | | 0900 665J000 2400.000 LF | 5.25000 12600.00| | Silt Fence, Type A | | | 0910 665K000 50.000 CUYD| 19.00000 950.00| | Drainage Sump Excavation | | | 0920 665L000 150.000 LF | 45.00000 6750.00| | Floating Basin Boom | | | 0930 665N000 100.000 TON | 33.00000 3300.00| | Temporary Coarse Aggregate For Inlet | | | Protection | | | 0940 672B000 100.000 LB | 25.00000 2500.00| | Flocculant Powder | | | 0950 680A000 LUMP| 200000.00000 200000.00| | Engineering Controls | | | 0960 701A028 1.000 MILE| 2210.00000 2210.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0970 701A032 1.000 MILE| 2280.00000 2280.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0980 701A041 2.000 MILE| 1200.00000 2400.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0990 701B009 276.000 LF | 1.00000 276.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1000 701C000 1.000 MILE| 378.00000 378.00| | Broken Temporary Traffic Stripe | | | 1010 701C001 2.000 MILE| 524.00000 1048.00| | Solid Temporary Traffic Stripe | | | 1020 701C006 1.000 MILE| 5143.00000 5143.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1030 701D007 2.000 MILE| 1545.00000 3090.00| | Solid Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -21 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 701D008 1.000 MILE| 1754.00000 1754.00| | Solid Traffic Stripe Removed (Plastic) | | | 1050 701D015 1.000 MILE| 1345.00000 1345.00| | Broken Traffic Stripe Removed (Plastic) | | | 1060 701G121 1982.000 LF | 2.44000 4836.08| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1070 701G125 1169.000 LF | 5.00000 5845.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1080 701G133 841.000 LF | 5.00000 4205.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1090 701H002 730.000 LF | 1.30000 949.00| | Solid Traffic Stripe Removed (Tape) | | | 1100 703A002 2692.000 SQFT| 2.83000 7618.36| | Traffic Control Markings, Class 2, Type | | | A | | | 1110 703A010 99.000 SQFT| 15.80000 1564.20| | Traffic Control Markings,Class 3W,Type | | | 1120 703B002 404.000 SQFT| 3.75000 1515.00| | Traffic Control Legends, Class 2, Type | | | 1130 703B010 135.000 SQFT| 19.80000 2673.00| | Traffic Control Legends,Class 3W,Type A | | | 1140 703C001 450.000 SQFT| 3.95000 1777.50| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1150 703C003 350.000 SQFT| 3.95000 1382.50| | Removal Of Existing Traffic Control | | | Markings Or Legends (Tape) | | | 1160 703D000 350.000 SQFT| 51.00000 17850.00| | Temporary Traffic Control Markings(Tape | | | 1170 705A030 51.000 EACH| 6.60000 336.60| | Pavement Markers, Class A-H, Type 2-C | | | 1180 705A031 170.000 EACH| 6.60000 1122.00| | Pavement Markers, Class A-H, Type 1-A | | | 1190 705A032 52.000 EACH| 6.60000 343.20| | Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -22 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 705A037 24.000 EACH| 7.25000 174.00| | Pavement Markers, Class A-H, Type 2-D | | | 1210 707B003 1.000 EACH| 362.00000 362.00| | Type A Hazard Marker Installation | | | 1220 710A115 31.000 SQFT| 40.00000 1240.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1230 710A126 57.000 SQFT| 40.00000 2280.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1240 710A140 408.000 SQFT| 42.00000 17136.00| | Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1250 710A141 37.000 SQFT| 42.00000 1554.00| | Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1260 710B001 156.000 LF | 11.00000 1716.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1270 710B005 26.000 LF | 94.00000 2444.00| | Roadway Sign Post (S3 x 5.7 Steel Beam) | | | 1280 715A000 LUMP| 54000.00000 54000.00| | Overhead Roadway Sign Structure NO. | | | OHSB-1 | | | 1290 717B000 LUMP| 9400.00000 9400.00| | Overhead Roadway Sign Structure No. | | | OHSB-2 Relocation | | | 1300 726A000 3220.000 LF | 34.00000 109480.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1310 726A001 50.000 LF | 59.00000 2950.00| | Portable Concrete Safety Barriers, Type | | | 6-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -23 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1320 726D025 3.000 EACH| 21700.00000 65100.00| | Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1330 730A000 LUMP| 2637.00000 2637.00| | Removal Of Existing Traffic Control | | | Unit (U.S. Highway 280 at the I-459 | | | 1340 730A012 LUMP| 2637.00000 2637.00| | Removal Of Existing Traffic Control | | | Unit (Partial)( U.S. Highway 280 at | | | I-459 Southbound | | | 1350 730A013 LUMP| 2637.00000 2637.00| | Removal Of Existing Traffic Control | | | Unit (Partial) (U.S. Highway 280 at | | | Perimeter | | | 1360 730C000 LUMP| 1978.00000 1978.00| | Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 280 at I-459 | | | Southbound | | | 1370 730C001 LUMP| 1978.00000 1978.00| | Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 280 at I-459 | | | Northbound | | | 1380 730C002 LUMP| 1978.00000 1978.00| | Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 280 at | | | Perimeter | | | 1390 730E000 7.000 EACH| 1978.00000 13846.00| | Metal Traffic Signal Pole Foundation | | | 1400 730G001 7.000 EACH| 6594.00000 46158.00| | Metal Traffic Signal Strain Pole | | | 1410 730H001 3000.000 LF | 3.95000 11850.00| | Loop Wire | | | 1420 730I001 3620.000 LF | 1.71000 6190.20| | Loop Detector Lead-In-Cable | | | 1430 730J010 2.000 EACH| 263.00000 526.00| | Vehicle Loop Detector | | | 1440 730K000 5.000 EACH| 460.00000 2300.00| | Traffic Signal Junction Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -24 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1450 730L005 140.000 LF | 6.60000 924.00| | 2", Non-Metallic, Conduit | | | 1460 730N010 7.000 EACH| 660.00000 4620.00| | Luminaire Extension Assembly, 12 Feet | | | 1470 730P020 6.000 EACH| 395.00000 2370.00| | Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 1480 730P022 27.000 EACH| 923.00000 24921.00| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1490 730P023 4.000 EACH| 1187.00000 4748.00| | Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 1500 730P024 1.000 EACH| 1318.00000 1318.00| | Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1510 730R022 1.000 EACH| 10264.00000 10264.00| | Controller Assembly, Type III, 8 Phase | | | 1520 730S002 LUMP| 6594.00000 6594.00| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (U.S. | | | Highway 280 at I-459 Southbound | | | 1530 730S003 LUMP| 9232.00000 9232.00| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (U.S. | | | Highway 280 at I-459 Northbound | | | 1540 730S004 LUMP| 9277.00000 9277.00| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (U.S. | | | Highway 280 at Perimeter Parkway/ | | | 1550 740B000 2187.000 SQFT| 11.00000 24057.00| | Construction Signs | | | 1560 740C000 328.000 SQFT| 11.00000 3608.00| | Special Construction Signs | | | 1570 740D000 300.000 EACH| 130.00000 39000.00| | Channelizing Drums | | | 1580 740E000 60.000 EACH| 20.00000 1200.00| | Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 018 -25 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20021101018 COUNTIES : JEFFERSON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1590 740F002 2.000 EACH| 295.00000 590.00| | Barricades, Type III | | | 1600 740I005 1.000 EACH| 525.00000 525.00| | Warning Lights, Type B (Detachable Head | | | 1610 740M001 60.000 EACH| 15.00000 900.00| | Ballast For Cone | | | 1620 740Q000 2000.000 LF | 4.00000 8000.00| | Construction Safety Fence | | | 1630 741C010 2.000 EACH| 5000.00000 10000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1640 742A001 4.000 EACH| 15000.00000 60000.00| | Portable Changeable Message Sign, Type | | | 1650 999 000 2250.000 HOUR| 0.80000 1800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,211,499.84| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,211,499.84| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20021101029 COUNTIES : COVINGTON COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0052(500) for constructing the Resurfacing and Traffic Stripe on ST-020-052-001 S.R.#52 from U.S.#331 in Opp to the Geneva County line. Length 7.915 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,005,081.54 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 1,022,816.16 101.7645% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,168,550.04 116.2642% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20021101029 COUNTIES : COVINGTON COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 168.000 SQYD| 10.00000 1680.00| 10.00000 1680.00| 15.00000 2520.00 Removing Concrete Driveway | | | 0020 209A000 19.000 EACH| 40.00000 760.00| 35.00000 665.00| 70.00000 1330.00 Mailbox Reset, Single | | | 0030 210D011 8922.000 CUYD| 4.50000 40149.00| 4.50000 40149.00| 8.50000 75837.00 Borrow Excavation (A-4 or Better) | | | 0040 401B108 134835.000 SQYD| 0.60000 80901.00| 0.70000 94384.50| 0.68000 91687.80 Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 3438.000 GAL | 3.00000 10314.00| 1.15000 3953.70| 1.75000 6016.50 Tack Coat | | | 0060 424A361 10533.000 TON | 30.95000 325996.35| 31.00000 326523.00| 34.10000 359175.30 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 3316.000 TON | 30.10000 99811.60| 33.00000 109428.00| 25.00000 82900.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 10895.000 TON | 29.75000 324126.25| 30.00000 326850.00| 35.65000 388406.75 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 9200.00000 9200.00| 8711.00000 8711.00| 37500.00000 37500.00 Mobilization | | | 0100 618B002 168.000 SQYD| 25.00000 4200.00| 30.00000 5040.00| 35.00000 5880.00 Concrete Driveway, 6" Thick | | | 0110 651B000 26.000 TON | 5.00000 130.00| 5.00000 130.00| 4.95000 128.70 Agricultural Limestone | | | 0120 652A061 13.000 ACRE| 310.00000 4030.00| 300.00000 3900.00| 306.90000 3989.70 Seeding (Mix 3E) | | | 0130 656A000 13.000 ACRE| 300.00000 3900.00| 270.00000 3510.00| 297.00000 3861.00 Mulching, Class A, Type 1 | | | 0140 665F000 100.000 EACH| 2.00000 200.00| 2.00000 200.00| 2.20000 220.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20021101029 COUNTIES : COVINGTON COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 1000.000 LF | 1.85000 1850.00| 1.85000 1850.00| 2.00000 2000.00 Silt Fence, Type A | | | 0160 680A000 LUMP| 100.00000 100.00| 800.00000 800.00| 1500.00000 1500.00 Engineering Controls | | | 0170 701A028 17.000 MILE| 1115.50000 18963.50| 1093.00000 18581.00| 1134.30000 19283.10 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 3.000 MILE| 533.50000 1600.50| 523.00000 1569.00| 726.35000 2179.05 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A046 5.000 MILE| 533.50000 2667.50| 523.00000 2615.00| 716.40000 3582.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 12.000 MILE| 1285.25000 15423.00| 1258.00000 15096.00| 1353.20000 16238.40 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701C000 23.000 MILE| 251.25000 5778.75| 246.00000 5658.00| 248.75000 5721.25 Broken Temporary Traffic Stripe | | | 0220 701C001 86.000 MILE| 262.00000 22532.00| 257.00000 22102.00| 258.70000 22248.20 Solid Temporary Traffic Stripe | | | 0230 701D007 2.000 MILE| 970.00000 1940.00| 950.00000 1900.00| 1194.00000 2388.00 Solid Traffic Stripe Removed (Paint) | | | 0240 701D008 2.000 MILE| 1018.50000 2037.00| 997.00000 1994.00| 1194.00000 2388.00 Solid Traffic Stripe Removed (Plastic) | | | 0250 701D014 2.000 MILE| 873.00000 1746.00| 855.00000 1710.00| 895.50000 1791.00 Broken Traffic Stripe Removed (Paint) | | | 0260 701D015 2.000 MILE| 989.00000 1978.00| 969.00000 1938.00| 895.50000 1791.00 Broken Traffic Stripe Removed (Plastic) | | | 0270 703A002 2048.000 SQFT| 1.69000 3461.12| 1.66000 3399.68| 1.69000 3461.12 Traffic Control Markings, Class 2, Type | | | A | | | 0280 703B002 1259.000 SQFT| 1.94000 2442.46| 2.00000 2518.00| 1.89000 2379.51 Traffic Control Legends, Class 2, Type | | | 0290 703D001 749.000 SQFT| 0.73000 546.77| 0.75000 561.75| 0.70000 524.30 Temporary Traffic Control Markings | | | 0300 703E001 990.000 SQFT| 0.73000 722.70| 0.75000 742.50| 0.70000 693.00 Temporary Traffic Control Legends | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20021101029 COUNTIES : COVINGTON COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 705A030 3.000 EACH| 4.85000 14.55| 4.75000 14.25| 4.23000 12.69 Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 205.000 EACH| 4.46000 914.30| 4.37000 895.85| 4.23000 867.15 Pavement Markers, Class A-H, Type 1-A | | | 0330 705A032 175.000 EACH| 4.37000 764.75| 4.28000 749.00| 4.23000 740.25 Pavement Markers, Class A-H, Type 1-B | | | 0340 705A037 789.000 EACH| 4.46000 3518.94| 4.37000 3447.93| 4.23000 3337.47 Pavement Markers, Class A-H, Type 2-D | | | 0350 740B000 1290.000 SQFT| 7.35000 9481.50| 5.00000 6450.00| 7.42000 9571.80 Construction Signs | | | 0360 740E000 100.000 EACH| 6.00000 600.00| 10.00000 1000.00| 10.00000 1000.00 Cones (36 Inches High) | | | 0370 740M001 100.000 EACH| 3.00000 300.00| 1.00000 100.00| 5.00000 500.00 Ballast For Cone | | | 0380 740O000 1.000 EACH| 100.00000 100.00| 1000.00000 1000.00| 2500.00000 2500.00 Pilot Car | | | 0390 741C010 2.000 EACH| 100.00000 200.00| 500.00000 1000.00| 1200.00000 2400.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,005,081.54| $ 1,022,816.16| $ 1,168,550.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,005,081.54| $ 1,022,816.16| $ 1,168,550.04 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0203(520) for constructing the Drainage and Pavement of the Passing Lane on S.R.#69 from MP 124.11 to MP 124.71 north of Havana. Length - 0.600 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20050 TOMLIN CONSTRUCTION, LLC $ 483,371.46 100.0000% 2 16048 WALKER PATTON COMPANY, INC. $ 532,663.06 110.1975% 3 20023 TEN-T CORPORATION $ 584,415.20 120.9040% 4 04009 W. W. DYAR & SONS, INC. $ 619,866.16 128.2381% 5 18024 RACON, INC. $ 620,724.94 128.4157% 6 01018 APAC-ALABAMA, INC. $ 708,078.11 146.4874% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 16048 |( 3 ) 20023 |TOMLIN CONSTRUCTION, LLC |WALKER PATTON COMPANY, INC. |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 60000.00000 60000.00| 37521.00000 37521.00| 50000.00000 50000.00 Clearing & Grubbing (Approximately 8 | | | ACRES) | | | 0020 206C021 6.000 SQYD| 50.00000 300.00| 40.00000 240.00| 60.00000 360.00 Removing Concrete Steps | | | 0030 206D000 98.000 LF | 3.00000 294.00| 9.00000 882.00| 3.25000 318.50 Removing Pipe | | | 0040 206E000 3.000 EACH| 100.00000 300.00| 150.00000 450.00| 100.00000 300.00 Removing Headwalls | | | 0050 210A000 10688.000 CUYD| 3.00000 32064.00| 3.75000 40080.00| 3.40000 36339.20 Unclassified Excavation | | | 0060 210D023 5842.000 CUYD| 4.50000 26289.00| 4.75000 27749.50| 6.50000 37973.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0070 214A000 17.000 CUYD| 6.00000 102.00| 12.50000 212.50| 8.00000 136.00 Structure Excavation | | | 0080 214B001 20.000 CUYD| 23.00000 460.00| 27.00000 540.00| 22.00000 440.00 Foundation Backfill, Commercial | | | 0090 230A000 32.000 RBST| 200.00000 6400.00| 235.00000 7520.00| 295.00000 9440.00 Roadbed Processing | | | 0100 301A012 6487.000 SQYD| 5.10000 33083.70| 5.46000 35419.02| 6.25000 40543.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 305B060 50.000 TON | 15.00000 750.00| 12.50000 625.00| 22.50000 1125.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone 1" Down, | | | 0120 401A000 7895.000 SQYD| 0.45000 3552.75| 0.45000 3552.75| 0.50000 3947.50 Bituminous Treatment A | | | 0130 405A000 945.000 GAL | 1.12000 1058.40| 1.12000 1058.40| 1.25000 1181.25 Tack Coat | | | 0140 424A361 1278.000 TON | 38.03000 48602.34| 38.03000 48602.34| 38.50000 49203.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A364 50.000 TON | 73.63000 3681.50| 73.63000 3681.50| 74.00000 3700.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 16048 |( 3 ) 20023 |TOMLIN CONSTRUCTION, LLC |WALKER PATTON COMPANY, INC. |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424A367 50.000 TON | 42.84000 2142.00| 42.84000 2142.00| 43.00000 2150.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424A370 50.000 TON | 42.84000 2142.00| 42.84000 2142.00| 43.00000 2150.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B652 962.000 TON | 36.00000 34632.00| 35.60000 34247.20| 35.75000 34391.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0190 424B656 50.000 TON | 69.32000 3466.00| 69.32000 3466.00| 70.00000 3500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B660 50.000 TON | 38.53000 1926.50| 38.53000 1926.50| 39.00000 1950.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424B663 50.000 TON | 38.53000 1926.50| 38.53000 1926.50| 39.00000 1950.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B682 756.000 TON | 36.68000 27730.08| 36.68000 27730.08| 36.95000 27934.20 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424B693 50.000 TON | 38.73000 1936.50| 38.73000 1936.50| 39.00000 1950.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424C361 768.000 TON | 36.34000 27909.12| 36.34000 27909.12| 36.95000 28377.60 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 424C371 50.000 TON | 38.73000 1936.50| 38.73000 1936.50| 39.00000 1950.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 16048 |( 3 ) 20023 |TOMLIN CONSTRUCTION, LLC |WALKER PATTON COMPANY, INC. |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 428B000 6336.000 LF | 0.17000 1077.12| 0.17000 1077.12| 0.25000 1584.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0270 530A002 37.000 LF | 28.00000 1036.00| 32.00000 1184.00| 22.50000 832.50 24" Roadway Pipe (Class 3 R.C.) | | | 0280 530A102 35.000 LF | 28.00000 980.00| 56.00000 1960.00| 35.00000 1225.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 535A002 98.000 LF | 28.00000 2744.00| 32.00000 3136.00| 21.50000 2107.00 24" Side Drain Pipe | | | 0300 600A000 LUMP| 10200.00000 10200.00| 46000.00000 46000.00| 25000.00000 25000.00 Mobilization | | | 0310 602A000 12.000 EACH| 100.00000 1200.00| 125.00000 1500.00| 55.00000 660.00 Right Of Way Markers | | | 0320 606A000 500.000 LF | 12.50000 6250.00| 5.00000 2500.00| 7.50000 3750.00 6" Underdrain Pipe | | | 0330 610C001 43.000 TON | 24.00000 1032.00| 25.56000 1099.08| 19.50000 838.50 Loose Riprap, Class 2 | | | 0340 610D000 34.000 SQYD| 3.00000 102.00| 3.00000 102.00| 2.95000 100.30 Filter Blanket | | | 0350 619A003 4.000 EACH| 500.00000 2000.00| 575.00000 2300.00| 475.00000 1900.00 24" Roadway Pipe End Treatment, Class 1 | | | 0360 619A102 4.000 EACH| 500.00000 2000.00| 575.00000 2300.00| 300.00000 1200.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0370 620A000 1.000 CUYD| 1000.00000 1000.00| 750.00000 750.00| 550.00000 550.00 Minor Structure Concrete | | | 0380 621A000 2.000 EACH| 3500.00000 7000.00| 1800.00000 3600.00| 1500.00000 3000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0390 630A001 700.000 LF | 10.15000 7105.00| 10.15000 7105.00| 10.50000 7350.00 Steel Beam Guardrail, Class A, Type 2 | | | 0400 630C050 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| 1450.00000 2900.00 Guardrail End Anchor, Type 20 Series | | | 0410 637A000 400.000 LF | 5.00000 2000.00| 7.00000 2800.00| 5.00000 2000.00 Fence Reset | | | 0420 641A049 3100.000 LF | 6.00000 18600.00| 8.06000 24986.00| 15.50000 48050.00 6 Inch P.V.C. Water Main Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 16048 |( 3 ) 20023 |TOMLIN CONSTRUCTION, LLC |WALKER PATTON COMPANY, INC. |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 641A050 150.000 LF | 4.00000 600.00| 16.91000 2536.50| 8.00000 1200.00 3/4 Inch Copper Water Pipe Laid, Type K | | | 0440 641C000 2.000 EACH| 500.00000 1000.00| 631.00000 1262.00| 1150.00000 2300.00 6 Inch Gate Valves With Box | | | 0450 649A005 40.000 LF | 30.00000 1200.00| 30.00000 1200.00| 75.00000 3000.00 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 0460 650A000 1394.000 CUYD| 5.00000 6970.00| 6.25000 8712.50| 7.50000 10455.00 Topsoil | | | 0470 651B000 4.000 TON | 100.00000 400.00| 45.00000 180.00| 110.00000 440.00 Agricultural Limestone | | | 0480 652A054 1.000 ACRE| 450.00000 450.00| 700.00000 700.00| 500.00000 500.00 Seeding (Mix 2A) | | | 0490 652A056 1.000 ACRE| 450.00000 450.00| 700.00000 700.00| 500.00000 500.00 Seeding (Mix 2E) | | | 0500 652B053 1.000 ACRE| 600.00000 600.00| 650.00000 650.00| 700.00000 700.00 Temporary Seeding (Mix 2AT) | | | 0510 652D054 1.000 ACRE| 600.00000 600.00| 700.00000 700.00| 700.00000 700.00 Seeding In Stubble (Mix 2A) | | | 0520 654A001 200.000 SQYD| 3.00000 600.00| 4.50000 900.00| 3.50000 700.00 Solid Sodding (Bermuda) | | | 0530 656A000 2.000 ACRE| 400.00000 800.00| 700.00000 1400.00| 450.00000 900.00 Mulching, Class A, Type 1 | | | 0540 656A001 1.000 ACRE| 450.00000 450.00| 700.00000 700.00| 500.00000 500.00 Mulching, Class A, Type 2 | | | 0550 659A010 200.000 SQYD| 2.50000 500.00| 2.50000 500.00| 2.95000 590.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0560 665F000 300.000 EACH| 6.00000 1800.00| 5.00000 1500.00| 5.50000 1650.00 Hay Bales | | | 0570 665G000 50.000 EACH| 6.00000 300.00| 3.35000 167.50| 10.00000 500.00 Sand Bags | | | 0580 665I000 100.000 TON | 25.00000 2500.00| 25.56000 2556.00| 28.00000 2800.00 Temporary Riprap, Class 2 | | | 0590 665J000 6945.000 LF | 2.50000 17362.50| 3.00000 20835.00| 4.40000 30558.00 Silt Fence, Type A | | | 0600 665K000 60.000 CUYD| 10.00000 600.00| 8.00000 480.00| 100.00000 6000.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -6 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 16048 |( 3 ) 20023 |TOMLIN CONSTRUCTION, LLC |WALKER PATTON COMPANY, INC. |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 680A000 LUMP| 3000.00000 3000.00| 12000.00000 12000.00| 12000.00000 12000.00 Engineering Controls | | | 0620 701C000 1.000 MILE| 400.00000 400.00| 400.00000 400.00| 425.00000 425.00 Broken Temporary Traffic Stripe | | | 0630 701C001 6.000 MILE| 400.00000 2400.00| 400.00000 2400.00| 410.00000 2460.00 Solid Temporary Traffic Stripe | | | 0640 701D007 5.000 MILE| 1500.00000 7500.00| 1500.00000 7500.00| 1550.00000 7750.00 Solid Traffic Stripe Removed (Paint) | | | 0650 701D008 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1550.00000 1550.00 Solid Traffic Stripe Removed (Plastic) | | | 0660 701D015 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| 1350.00000 1350.00 Broken Traffic Stripe Removed (Plastic) | | | 0670 702A040 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 2550.00000 2550.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0680 702A041 2.000 MILE| 5000.00000 10000.00| 5000.00000 10000.00| 5500.00000 11000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0690 702A043 2.000 MILE| 5000.00000 10000.00| 5000.00000 10000.00| 5500.00000 11000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0700 702B011 235.000 LF | 2.00000 470.00| 2.00000 470.00| 2.50000 587.50 Dotted Profiled Traffic Stripe (6" Wide | | | 0710 703A002 734.000 SQFT| 2.00000 1468.00| 2.00000 1468.00| 2.25000 1651.50 Traffic Control Markings, Class 2, Type | | | A | | | 0720 703D001 54.000 SQFT| 1.30000 70.20| 1.30000 70.20| 1.35000 72.90 Temporary Traffic Control Markings | | | 0730 705A031 27.000 EACH| 5.00000 135.00| 5.00000 135.00| 6.00000 162.00 Pavement Markers, Class A-H, Type 1-A | | | 0740 705A032 70.000 EACH| 5.00000 350.00| 5.00000 350.00| 6.00000 420.00 Pavement Markers, Class A-H, Type 1-B | | | 0750 705A037 88.000 EACH| 5.25000 462.00| 5.25000 462.00| 5.50000 484.00 Pavement Markers, Class A-H, Type 2-D | | | 0760 710A115 74.000 SQFT| 14.00000 1036.00| 14.00000 1036.00| 20.00000 1480.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -7 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 16048 |( 3 ) 20023 |TOMLIN CONSTRUCTION, LLC |WALKER PATTON COMPANY, INC. |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 710B001 143.000 LF | 5.50000 786.50| 5.50000 786.50| 8.00000 1144.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0780 740B000 537.000 SQFT| 7.25000 3893.25| 8.25000 4430.25| 12.50000 6712.50 Construction Signs | | | 0790 740D000 83.000 EACH| 55.00000 4565.00| 60.00000 4980.00| 55.00000 4565.00 Channelizing Drums | | | 0800 740E000 40.000 EACH| 9.90000 396.00| 13.00000 520.00| 25.00000 1000.00 Cones (36 Inches High) | | | 0810 740F002 8.000 EACH| 195.00000 1560.00| 220.00000 1760.00| 450.00000 3600.00 Barricades, Type III | | | 0820 740I005 4.000 EACH| 173.75000 695.00| 220.00000 880.00| 300.00000 1200.00 Warning Lights, Type B (Detachable Head | | | 0830 740M001 40.000 EACH| 6.50000 260.00| 8.50000 340.00| 10.00000 400.00 Ballast For Cone | | | 0840 740O000 1.000 EACH| 1631.00000 1631.00| 3000.00000 3000.00| 2500.00000 2500.00 Pilot Car | | | SECTION TOTALS | $ 483,371.46| $ 532,663.06| $ 584,415.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 483,371.46| $ 532,663.06| $ 584,415.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -8 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 18024 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |RACON, 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 201A000 LUMP| 28000.00000 28000.00| 21825.93000 21825.93| 21000.00000 21000.00 Clearing & Grubbing (Approximately 8 | | | ACRES) | | | 0020 206C021 6.000 SQYD| 10.00000 60.00| 170.41000 1022.46| 179.00000 1074.00 Removing Concrete Steps | | | 0030 206D000 98.000 LF | 3.00000 294.00| 5.69000 557.62| 21.00000 2058.00 Removing Pipe | | | 0040 206E000 3.000 EACH| 100.00000 300.00| 534.27000 1602.81| 595.00000 1785.00 Removing Headwalls | | | 0050 210A000 10688.000 CUYD| 4.50000 48096.00| 4.91000 52478.08| 9.57000 102284.16 Unclassified Excavation | | | 0060 210D023 5842.000 CUYD| 10.00000 58420.00| 6.98000 40777.16| 10.55000 61633.10 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0070 214A000 17.000 CUYD| 12.00000 204.00| 9.01000 153.17| 65.00000 1105.00 Structure Excavation | | | 0080 214B001 20.000 CUYD| 34.00000 680.00| 30.24000 604.80| 39.00000 780.00 Foundation Backfill, Commercial | | | 0090 230A000 32.000 RBST| 210.00000 6720.00| 306.91000 9821.12| 550.00000 17600.00 Roadbed Processing | | | 0100 301A012 6487.000 SQYD| 6.01000 38986.87| 5.67000 36781.29| 9.00000 58383.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 305B060 50.000 TON | 32.00000 1600.00| 31.28000 1564.00| 32.00000 1600.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone 1" Down, | | | 0120 401A000 7895.000 SQYD| 0.53000 4184.35| 0.53000 4184.35| 0.45000 3552.75 Bituminous Treatment A | | | 0130 405A000 945.000 GAL | 1.05000 992.25| 1.31000 1237.95| 1.10000 1039.50 Tack Coat | | | 0140 424A361 1278.000 TON | 44.87000 57343.86| 44.45000 56807.10| 38.25000 48883.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A364 50.000 TON | 31.50000 1575.00| 86.05000 4302.50| 74.00000 3700.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -9 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 18024 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424A367 50.000 TON | 43.82000 2191.00| 50.07000 2503.50| 58.35000 2917.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424A370 50.000 TON | 61.95000 3097.50| 50.07000 2503.50| 58.35000 2917.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B652 962.000 TON | 45.44000 43713.28| 41.61000 40028.82| 39.90000 38383.80 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0190 424B656 50.000 TON | 68.25000 3412.50| 81.01000 4050.50| 70.00000 3500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B660 50.000 TON | 45.44000 2272.00| 45.03000 2251.50| 54.00000 2700.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424B663 50.000 TON | 61.95000 3097.50| 45.03000 2251.50| 54.00000 2700.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B682 756.000 TON | 40.53000 30640.68| 42.87000 32409.72| 36.00000 27216.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424B693 50.000 TON | 61.95000 3097.50| 45.27000 2263.50| 54.00000 2700.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424C361 768.000 TON | 41.58000 31933.44| 42.47000 32616.96| 36.00000 27648.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 424C371 50.000 TON | 61.95000 3097.50| 45.27000 2263.50| 54.00000 2700.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -10 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 18024 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 428B000 6336.000 LF | 0.11000 696.96| 0.20000 1267.20| 0.10000 633.60 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0270 530A002 37.000 LF | 32.00000 1184.00| 35.81000 1324.97| 46.00000 1702.00 24" Roadway Pipe (Class 3 R.C.) | | | 0280 530A102 35.000 LF | 32.00000 1120.00| 45.20000 1582.00| 49.00000 1715.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 535A002 98.000 LF | 32.00000 3136.00| 19.60000 1920.80| 45.70000 4478.60 24" Side Drain Pipe | | | 0300 600A000 LUMP| 51000.00000 51000.00| 48097.91000 48097.91| 7875.00000 7875.00 Mobilization | | | 0310 602A000 12.000 EACH| 100.00000 1200.00| 78.49000 941.88| 220.00000 2640.00 Right Of Way Markers | | | 0320 606A000 500.000 LF | 10.00000 5000.00| 9.42000 4710.00| 7.00000 3500.00 6" Underdrain Pipe | | | 0330 610C001 43.000 TON | 36.00000 1548.00| 23.86000 1025.98| 43.00000 1849.00 Loose Riprap, Class 2 | | | 0340 610D000 34.000 SQYD| 5.00000 170.00| 2.63000 89.42| 20.00000 680.00 Filter Blanket | | | 0350 619A003 4.000 EACH| 500.00000 2000.00| 631.01000 2524.04| 995.00000 3980.00 24" Roadway Pipe End Treatment, Class 1 | | | 0360 619A102 4.000 EACH| 500.00000 2000.00| 631.01000 2524.04| 995.00000 3980.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0370 620A000 1.000 CUYD| 500.00000 500.00| 1065.53000 1065.53| 1200.00000 1200.00 Minor Structure Concrete | | | 0380 621A000 2.000 EACH| 2000.00000 4000.00| 2084.88000 4169.76| 1200.00000 2400.00 Junction Boxes, Type 1, 1P Or 5 | | | 0390 630A001 700.000 LF | 10.70000 7490.00| 11.87000 8309.00| 10.65000 7455.00 Steel Beam Guardrail, Class A, Type 2 | | | 0400 630C050 2.000 EACH| 1470.00000 2940.00| 1636.06000 3272.12| 1470.00000 2940.00 Guardrail End Anchor, Type 20 Series | | | 0410 637A000 400.000 LF | 6.00000 2400.00| 6.54000 2616.00| 21.00000 8400.00 Fence Reset | | | 0420 641A049 3100.000 LF | 8.00000 24800.00| 9.11000 28241.00| 16.70000 51770.00 6 Inch P.V.C. Water Main Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -11 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 18024 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 641A050 150.000 LF | 5.00000 750.00| 12.63000 1894.50| 16.85000 2527.50 3/4 Inch Copper Water Pipe Laid, Type K | | | 0440 641C000 2.000 EACH| 600.00000 1200.00| 525.49000 1050.98| 1002.00000 2004.00 6 Inch Gate Valves With Box | | | 0450 649A005 40.000 LF | 18.00000 720.00| 45.37000 1814.80| 78.00000 3120.00 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 0460 650A000 1394.000 CUYD| 12.00000 16728.00| 5.57000 7764.58| 10.05000 14009.70 Topsoil | | | 0470 651B000 4.000 TON | 47.25000 189.00| 37.62000 150.48| 52.50000 210.00 Agricultural Limestone | | | 0480 652A054 1.000 ACRE| 735.00000 735.00| 763.61000 763.61| 1050.00000 1050.00 Seeding (Mix 2A) | | | 0490 652A056 1.000 ACRE| 735.00000 735.00| 820.11000 820.11| 1050.00000 1050.00 Seeding (Mix 2E) | | | 0500 652B053 1.000 ACRE| 682.50000 682.50| 591.64000 591.64| 1050.00000 1050.00 Temporary Seeding (Mix 2AT) | | | 0510 652D054 1.000 ACRE| 735.00000 735.00| 733.52000 733.52| 1050.00000 1050.00 Seeding In Stubble (Mix 2A) | | | 0520 654A001 200.000 SQYD| 4.72000 944.00| 4.51000 902.00| 6.30000 1260.00 Solid Sodding (Bermuda) | | | 0530 656A000 2.000 ACRE| 735.00000 1470.00| 701.58000 1403.16| 1050.00000 2100.00 Mulching, Class A, Type 1 | | | 0540 656A001 1.000 ACRE| 735.00000 735.00| 787.58000 787.58| 1050.00000 1050.00 Mulching, Class A, Type 2 | | | 0550 659A010 200.000 SQYD| 2.10000 420.00| 2.42000 484.00| 2.36000 472.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0560 665F000 300.000 EACH| 6.30000 1890.00| 5.00000 1500.00| 6.55000 1965.00 Hay Bales | | | 0570 665G000 50.000 EACH| 5.00000 250.00| 2.00000 100.00| 13.00000 650.00 Sand Bags | | | 0580 665I000 100.000 TON | 34.00000 3400.00| 23.86000 2386.00| 50.00000 5000.00 Temporary Riprap, Class 2 | | | 0590 665J000 6945.000 LF | 4.00000 27780.00| 2.84000 19723.80| 4.20000 29169.00 Silt Fence, Type A | | | 0600 665K000 60.000 CUYD| 8.00000 480.00| 6.41000 384.60| 32.00000 1920.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -12 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 18024 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 680A000 LUMP| 12000.00000 12000.00| 31902.93000 31902.93| 28115.00000 28115.00 Engineering Controls | | | 0620 701C000 1.000 MILE| 420.00000 420.00| 808.98000 808.98| 420.00000 420.00 Broken Temporary Traffic Stripe | | | 0630 701C001 6.000 MILE| 420.00000 2520.00| 808.98000 4853.88| 420.00000 2520.00 Solid Temporary Traffic Stripe | | | 0640 701D007 5.000 MILE| 1575.00000 7875.00| 3111.43000 15557.15| 1575.00000 7875.00 Solid Traffic Stripe Removed (Paint) | | | 0650 701D008 1.000 MILE| 1575.00000 1575.00| 3111.43000 3111.43| 1575.00000 1575.00 Solid Traffic Stripe Removed (Plastic) | | | 0660 701D015 1.000 MILE| 1365.00000 1365.00| 3111.43000 3111.43| 1365.00000 1365.00 Broken Traffic Stripe Removed (Plastic) | | | 0670 702A040 1.000 MILE| 2625.00000 2625.00| 4356.00000 4356.00| 2625.00000 2625.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0680 702A041 2.000 MILE| 5250.00000 10500.00| 4356.00000 8712.00| 5250.00000 10500.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0690 702A043 2.000 MILE| 5250.00000 10500.00| 4356.00000 8712.00| 5250.00000 10500.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0700 702B011 235.000 LF | 2.10000 493.50| 1.72000 404.20| 2.10000 493.50 Dotted Profiled Traffic Stripe (6" Wide | | | 0710 703A002 734.000 SQFT| 2.10000 1541.40| 1.72000 1262.48| 2.10000 1541.40 Traffic Control Markings, Class 2, Type | | | A | | | 0720 703D001 54.000 SQFT| 1.36000 73.44| 0.73000 39.42| 1.36000 73.44 Temporary Traffic Control Markings | | | 0730 705A031 27.000 EACH| 5.25000 141.75| 9.96000 268.92| 5.25000 141.75 Pavement Markers, Class A-H, Type 1-A | | | 0740 705A032 70.000 EACH| 5.25000 367.50| 9.96000 697.20| 5.25000 367.50 Pavement Markers, Class A-H, Type 1-B | | | 0750 705A037 88.000 EACH| 5.51000 484.88| 9.96000 876.48| 5.50000 484.00 Pavement Markers, Class A-H, Type 2-D | | | 0760 710A115 74.000 SQFT| 30.00000 2220.00| 17.43000 1289.82| 19.45000 1439.30 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 033 -13 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021101033 COUNTIES : HALE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 18024 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 710B001 143.000 LF | 9.00000 1287.00| 6.85000 979.55| 7.35000 1051.05 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0780 740B000 537.000 SQFT| 12.00000 6444.00| 9.03000 4849.11| 8.08000 4338.96 Construction Signs | | | 0790 740D000 83.000 EACH| 65.00000 5395.00| 68.46000 5682.18| 75.00000 6225.00 Channelizing Drums | | | 0800 740E000 40.000 EACH| 20.00000 800.00| 1.00000 40.00| 12.00000 480.00 Cones (36 Inches High) | | | 0810 740F002 8.000 EACH| 225.00000 1800.00| 242.70000 1941.60| 217.00000 1736.00 Barricades, Type III | | | 0820 740I005 4.000 EACH| 250.00000 1000.00| 216.25000 865.00| 195.00000 780.00 Warning Lights, Type B (Detachable Head | | | 0830 740M001 40.000 EACH| 10.00000 400.00| 1.00000 40.00| 8.50000 340.00 Ballast For Cone | | | 0840 740O000 1.000 EACH| 3000.00000 3000.00| 6562.83000 6562.83| 6375.00000 6375.00 Pilot Car | | | SECTION TOTALS | $ 619,866.16| $ 620,724.94| $ 708,078.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 619,866.16| $ 620,724.94| $ 708,078.11 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20021101034 COUNTIES : CHEROKEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1009(200) for constructing the Resurfacing and Traffic Stripe on STPNU-1000(207) C.R.#31/22 from C.R.#16 to C.R.#13 at Howell's Crossroads and on C.R.#6 from the Calhoun County line to C.R.#19 at Estes Crossroads. Length 7.098 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 654,731.80 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 695,140.14 106.1717% 3 03052 CASH CONSTRUCTION COMPANY $ 723,397.50 110.4876% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021101034 COUNTIES : CHEROKEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( 3 ) 03052 |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., |CASH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 50.000 LF | 2.00000 100.00| 2.00000 100.00| 2.00000 100.00 Removing Guardrail | | | 0020 305A040 3700.000 CUYD| 8.00000 29600.00| 6.50000 24050.00| 9.00000 33300.00 Soil Aggregate, Section 823, Chert, or | | | Red Dog, for Miscellaneous Use | | | 0030 401B108 87150.000 SQYD| 0.60000 52290.00| 0.65000 56647.50| 0.65000 56647.50 Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 3000.000 GAL | 1.50000 4500.00| 1.00000 3000.00| 0.78000 2340.00 Tack Coat | | | 0050 424A341 7615.000 TON | 33.00000 251295.00| 36.97000 281526.55| 36.00000 274140.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A346 2968.000 TON | 33.85000 100466.80| 34.63000 102781.84| 32.00000 94976.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B636 4115.000 TON | 27.00000 111105.00| 30.95000 127359.25| 32.00000 131680.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0080 600A000 LUMP| 29440.00000 29440.00| 25000.00000 25000.00| 52544.00000 52544.00 Mobilization | | | 0090 630A001 800.000 LF | 10.15000 8120.00| 10.15000 8120.00| 10.15000 8120.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0110 630C022 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1650.00000 6600.00 Guardrail End Anchor, Type Special | | | 0120 630C070 8.000 EACH| 1250.00000 10000.00| 1250.00000 10000.00| 1250.00000 10000.00 Guardrail End Anchor, Type 10 Series | | | 0130 701A031 15.000 MILE| 940.00000 14100.00| 940.00000 14100.00| 940.00000 14100.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021101034 COUNTIES : CHEROKEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( 3 ) 03052 |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., |CASH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A035 10.000 MILE| 1080.00000 10800.00| 1080.00000 10800.00| 1080.00000 10800.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 5.000 MILE| 600.00000 3000.00| 600.00000 3000.00| 600.00000 3000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 15.000 MILE| 340.00000 5100.00| 340.00000 5100.00| 340.00000 5100.00 Broken Temporary Traffic Stripe | | | 0170 701C001 30.000 MILE| 380.00000 11400.00| 380.00000 11400.00| 380.00000 11400.00 Solid Temporary Traffic Stripe | | | 0180 703A002 275.000 SQFT| 3.00000 825.00| 3.00000 825.00| 3.00000 825.00 Traffic Control Markings, Class 2, Type | | | A | | | 0190 740B000 390.000 SQFT| 11.00000 4290.00| 8.00000 3120.00| 7.50000 2925.00 Construction Signs | | | 0200 740E000 100.000 EACH| 1.00000 100.00| 0.10000 10.00| 10.00000 1000.00 Cones (36 Inches High) | | | SECTION TOTALS | $ 654,731.80| $ 695,140.14| $ 723,397.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 654,731.80| $ 695,140.14| $ 723,397.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20021101036 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1600(212) for constructing the Resurfacing and Traffic Stripe on ACGBSTPNU-1600(209) various county roads as indicated on the plans. Length - ACGBSTPNU-1625(200) 16.719 mi. OTHERS SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,069,983.79 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 1,071,569.11 100.1482% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,077,253.16 100.6794% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20021101036 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 85.000 SQYD| 15.00000 1275.00| 10.00000 850.00| 15.00000 1275.00 Removing Concrete Driveway | | | 0020 206E008 8.000 EACH| 100.00000 800.00| 100.00000 800.00| 100.00000 800.00 Removing Guardrail End Anchor (All Type | | | 0030 210D021 6647.000 CUYD| 0.01000 66.47| 2.50000 16617.50| 3.00000 19941.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 212A000 970.000 STA | 17.00000 16490.00| 20.00000 19400.00| 32.00000 31040.00 Machine Grading Shoulders | | | 0050 305A000 5563.000 CUYD| 0.01000 55.63| 5.50000 30596.50| 3.00000 16689.00 Borrow, Section 210, A-4 or Better, For | | | Miscellaneous Use | | | 0060 401B100 44650.000 SQYD| 0.57000 25450.50| 0.54000 24111.00| 0.64000 28576.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0070 405A000 10637.000 GAL | 1.23000 13083.51| 1.15000 12232.55| 1.00000 10637.00 Tack Coat | | | 0080 429A201 15335.000 TON | 32.23000 494247.05| 32.41000 497007.35| 32.15000 493020.25 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429A206 6256.000 TON | 32.08000 200692.48| 34.62000 216582.72| 33.50000 209576.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 429B206 1026.000 TON | 46.94000 48160.44| 55.00000 56430.00| 45.00000 46170.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0110 429B213 2224.000 TON | 32.99000 73369.76| 30.01000 66742.24| 32.19000 71590.56 Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0120 600A000 LUMP| 82625.00000 82625.00| 16000.00000 16000.00| 32500.00000 32500.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20021101036 COUNTIES : COFFEE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 630A001 50.000 LF | 11.00000 550.00| 13.25000 662.50| 10.89000 544.50 Steel Beam Guardrail, Class A, Type 2 | | | 0140 630C022 4.000 EACH| 1050.00000 4200.00| 1100.00000 4400.00| 1039.50000 4158.00 Guardrail End Anchor, Type Special | | | 0150 630C050 4.000 EACH| 1500.00000 6000.00| 1425.00000 5700.00| 1485.00000 5940.00 Guardrail End Anchor, Type 20 Series | | | 0160 652A061 23.000 ACRE| 325.00000 7475.00| 328.00000 7544.00| 324.72000 7468.56 Seeding (Mix 3E) | | | 0170 656A000 23.000 ACRE| 305.00000 7015.00| 300.00000 6900.00| 303.93000 6990.39 Mulching, Class A, Type 1 | | | 0180 701A031 36.000 MILE| 860.00000 30960.00| 860.00000 30960.00| 855.70000 30805.20 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0190 701A035 25.000 MILE| 940.00000 23500.00| 940.00000 23500.00| 935.30000 23382.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701A045 9.000 MILE| 500.00000 4500.00| 500.00000 4500.00| 497.50000 4477.50 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0210 701C000 20.000 MILE| 250.00000 5000.00| 250.00000 5000.00| 248.75000 4975.00 Broken Temporary Traffic Stripe | | | 0220 701C001 56.000 MILE| 260.00000 14560.00| 260.00000 14560.00| 258.70000 14487.20 Solid Temporary Traffic Stripe | | | 0230 703A002 725.000 SQFT| 1.75000 1268.75| 1.75000 1268.75| 1.74000 1261.50 Traffic Control Markings, Class 2, Type | | | A | | | 0240 703D002 600.000 SQFT| 0.75000 450.00| 0.75000 450.00| 0.75000 450.00 Temporary Traffic Control Markings | | | (Paint) | | | 0250 740B000 838.000 SQFT| 8.40000 7039.20| 8.00000 6704.00| 8.50000 7123.00 Construction Signs | | | 0260 740E000 25.000 EACH| 3.00000 75.00| 1.00000 25.00| 10.00000 250.00 Cones (36 Inches High) | | | 0270 740M001 25.000 EACH| 3.00000 75.00| 1.00000 25.00| 5.00000 125.00 Ballast For Cone | | | 0280 740O000 2.000 EACH| 500.00000 1000.00| 1000.00000 2000.00| 1500.00000 3000.00 Pilot Car | | | SECTION TOTALS | $ 1,069,983.79| $ 1,071,569.11| $ 1,077,253.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,069,983.79| $ 1,071,569.11| $ 1,077,253.16 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20021101037 COUNTIES : COLBERT LETTING DATE : 11/01/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1704(203) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#48 at McKiernan Creek near Mt. Pleasant. Length 0.132 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 196,921.01 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 198,806.03 100.9572% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 199,531.53 101.3257% 4 04009 W. W. DYAR & SONS, INC. $ 206,434.33 104.8310% 5 19081 SHOTCRETE OF AMERICA $ 238,497.85 121.1135% 6 01018 APAC-ALABAMA, INC. $ 249,349.66 126.6242% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20021101037 COUNTIES : COLBERT LETTING DATE : 11/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 07048 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |GLASGOW CONSTRUCTION CO., I |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 201A000 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1600.00000 1600.00 Clearing & Grubbing (Approximately 1.0 | | | ACRES) | | | 0020 206A000 LUMP| 1725.00000 1725.00| 5000.00000 5000.00| 4500.00000 4500.00 Removal Of Old Bridge, Station 105+00.9 | | | 0030 210A000 1095.000 CUYD| 3.75000 4106.25| 7.00000 7665.00| 4.00000 4380.00 Unclassified Excavation | | | 0040 210D000 1148.000 CUYD| 4.25000 4879.00| 10.00000 11480.00| 9.00000 10332.00 Borrow Excavation | | | 0050 214A000 181.000 CUYD| 8.05000 1457.05| 10.00000 1810.00| 9.00000 1629.00 Structure Excavation | | | 0060 214B001 136.000 CUYD| 22.00000 2992.00| 20.00000 2720.00| 22.00000 2992.00 Foundation Backfill, Commercial | | | 0070 301A004 933.000 SQYD| 3.45000 3218.85| 5.58000 5206.14| 4.75000 4431.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301A008 3255.000 SQYD| 3.85000 12531.75| 4.84000 15754.20| 3.75000 12206.25 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0090 401A000 981.000 SQYD| 2.00000 1962.00| 0.97000 951.57| 0.85000 833.85 Bituminous Treatment A | | | 0100 405A000 60.000 GAL | 3.00000 180.00| 1.54000 92.40| 2.25000 135.00 Tack Coat | | | 0110 429A221 145.000 TON | 40.00000 5800.00| 49.67000 7202.15| 60.00000 8700.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429A227 75.000 TON | 40.00000 3000.00| 47.06000 3529.50| 60.00000 4500.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0130 429A228 210.000 TON | 40.00000 8400.00| 44.56000 9357.60| 60.00000 12600.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20021101037 COUNTIES : COLBERT LETTING DATE : 11/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 07048 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |GLASGOW CONSTRUCTION CO., I |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 429B221 141.000 TON | 40.00000 5640.00| 43.17000 6086.97| 50.00000 7050.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0150 430B017 25.000 TON | 25.00000 625.00| 35.00000 875.00| 18.00000 450.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0160 502A000 39391.000 LB | 0.63000 24816.33| 0.50000 19695.50| 0.48000 18907.68 Steel Reinforcement | | | 0170 524A011 200.000 CUYD| 275.00000 55000.00| 300.00000 60000.00| 310.00000 62000.00 Culvert Concrete (Cast In Place) | | | 0180 535A080 72.000 LF | 22.36000 1609.92| 30.00000 2160.00| 19.50000 1404.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 13000.00000 13000.00 Mobilization | | | 0200 610C001 192.000 TON | 20.13000 3864.96| 30.00000 5760.00| 18.00000 3456.00 Loose Riprap, Class 2 | | | 0210 610D003 194.000 SQYD| 5.00000 970.00| 4.00000 776.00| 4.00000 776.00 Filter Blanket, Geotextile | | | 0220 619A101 1.000 EACH| 500.00000 500.00| 400.00000 400.00| 750.00000 750.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 641A053 150.000 LF | 79.20000 11880.00| 20.00000 3000.00| 20.70000 3105.00 10 Inch P.V.C. Water Main Laid | | | 0240 649A028 80.000 LF | 118.18000 9454.40| 65.00000 5200.00| 23.75000 1900.00 16 Inch Encasement Pipe, Type 1 | | | Installation | | | 0250 650A000 147.000 CUYD| 12.50000 1837.50| 12.00000 1764.00| 9.00000 1323.00 Topsoil | | | 0260 652A053 1.000 ACRE| 1000.00000 1000.00| 500.00000 500.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0270 656A001 1.000 ACRE| 1000.00000 1000.00| 500.00000 500.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0280 665F000 100.000 EACH| 5.00000 500.00| 10.00000 1000.00| 5.00000 500.00 Hay Bales | | | 0290 665J000 500.000 LF | 4.00000 2000.00| 5.00000 2500.00| 5.00000 2500.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20021101037 COUNTIES : COLBERT LETTING DATE : 11/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 07048 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |GLASGOW CONSTRUCTION CO., I |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 680A000 LUMP| 8000.00000 8000.00| 2000.00000 2000.00| 2000.00000 2000.00 Engineering Controls | | | 0310 701A004 1.000 MILE| 650.00000 650.00| 1350.00000 1350.00| 800.00000 800.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0320 701A012 1.000 MILE| 650.00000 650.00| 1350.00000 1350.00| 800.00000 800.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0330 701C001 1.000 MILE| 575.00000 575.00| 1350.00000 1350.00| 200.00000 200.00 Solid Temporary Traffic Stripe | | | 0340 740B000 237.000 SQFT| 8.00000 1896.00| 10.00000 2370.00| 10.00000 2370.00 Construction Signs | | | 0350 740F002 8.000 EACH| 275.00000 2200.00| 250.00000 2000.00| 450.00000 3600.00 Barricades, Type III | | | 0360 740I005 4.000 EACH| 125.00000 500.00| 100.00000 400.00| 450.00000 1800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 196,921.01| $ 198,806.03| $ 199,531.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 196,921.01| $ 198,806.03| $ 199,531.53 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20021101037 COUNTIES : COLBERT LETTING DATE : 11/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 19081 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |SHOTCRETE OF AMERICA |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3347.00000 3347.00| 5000.00000 5000.00| 5601.80000 5601.80 Clearing & Grubbing (Approximately 1.0 | | | ACRES) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 6120.00000 6120.00 Removal Of Old Bridge, Station 105+00.9 | | | 0030 210A000 1095.000 CUYD| 4.00000 4380.00| 6.50000 7117.50| 10.60000 11607.00 Unclassified Excavation | | | 0040 210D000 1148.000 CUYD| 8.00000 9184.00| 7.50000 8610.00| 10.78000 12375.44 Borrow Excavation | | | 0050 214A000 181.000 CUYD| 12.00000 2172.00| 10.00000 1810.00| 9.18000 1661.58 Structure Excavation | | | 0060 214B001 136.000 CUYD| 30.00000 4080.00| 18.00000 2448.00| 22.44000 3051.84 Foundation Backfill, Commercial | | | 0070 301A004 933.000 SQYD| 5.86000 5467.38| 8.50000 7930.50| 5.35000 4991.55 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301A008 3255.000 SQYD| 5.10000 16600.50| 6.50000 21157.50| 4.63000 15070.65 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0090 401A000 981.000 SQYD| 1.02000 1000.62| 1.10000 1079.10| 0.93000 912.33 Bituminous Treatment A | | | 0100 405A000 60.000 GAL | 1.62000 97.20| 11.00000 660.00| 1.49000 89.40 Tack Coat | | | 0110 429A221 145.000 TON | 52.16000 7563.20| 52.25000 7576.25| 47.89000 6944.05 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429A227 75.000 TON | 49.42000 3706.50| 55.00000 4125.00| 45.38000 3403.50 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0130 429A228 210.000 TON | 46.79000 9825.90| 52.25000 10972.50| 42.97000 9023.70 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 037 -6 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20021101037 COUNTIES : COLBERT LETTING DATE : 11/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 19081 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |SHOTCRETE OF AMERICA |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 429B221 141.000 TON | 45.33000 6391.53| 50.00000 7050.00| 41.62000 5868.42 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0150 430B017 25.000 TON | 30.00000 750.00| 20.00000 500.00| 22.71000 567.75 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0160 502A000 39391.000 LB | 0.50000 19695.50| 0.50000 19695.50| 0.71000 27967.61 Steel Reinforcement | | | 0170 524A011 200.000 CUYD| 290.00000 58000.00| 300.00000 60000.00| 316.20000 63240.00 Culvert Concrete (Cast In Place) | | | 0180 535A080 72.000 LF | 26.00000 1872.00| 38.00000 2736.00| 37.60000 2707.20 18" Side Drain Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 17000.00000 17000.00| 15000.00000 15000.00| 22674.56000 22674.56 Mobilization | | | 0200 610C001 192.000 TON | 30.00000 5760.00| 20.00000 3840.00| 23.82000 4573.44 Loose Riprap, Class 2 | | | 0210 610D003 194.000 SQYD| 3.00000 582.00| 3.00000 582.00| 1.77000 343.38 Filter Blanket, Geotextile | | | 0220 619A101 1.000 EACH| 300.00000 300.00| 600.00000 600.00| 707.26000 707.26 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 641A053 150.000 LF | 45.00000 6750.00| 80.00000 12000.00| 77.11000 11566.50 10 Inch P.V.C. Water Main Laid | | | 0240 649A028 80.000 LF | 30.00000 2400.00| 120.00000 9600.00| 115.67000 9253.60 16 Inch Encasement Pipe, Type 1 | | | Installation | | | 0250 650A000 147.000 CUYD| 12.00000 1764.00| 12.00000 1764.00| 33.33000 4899.51 Topsoil | | | 0260 652A053 1.000 ACRE| 1100.00000 1100.00| 750.00000 750.00| 749.70000 749.70 Seeding (Mix 1E) | | | 0270 656A001 1.000 ACRE| 1300.00000 1300.00| 750.00000 750.00| 749.70000 749.70 Mulching, Class A, Type 2 | | | 0280 665F000 100.000 EACH| 5.00000 500.00| 3.00000 300.00| 16.89000 1689.00 Hay Bales | | | 0290 665J000 500.000 LF | 4.00000 2000.00| 5.00000 2500.00| 4.89000 2445.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 037 -7 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20021101037 COUNTIES : COLBERT LETTING DATE : 11/01/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 19081 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |SHOTCRETE OF AMERICA |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 680A000 LUMP| 1500.00000 1500.00| 6500.00000 6500.00| 2886.86000 2886.86 Engineering Controls | | | 0310 701A004 1.000 MILE| 525.00000 525.00| 1000.00000 1000.00| 510.00000 510.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0320 701A012 1.000 MILE| 525.00000 525.00| 1000.00000 1000.00| 510.00000 510.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0330 701C001 1.000 MILE| 525.00000 525.00| 1000.00000 1000.00| 510.00000 510.00 Solid Temporary Traffic Stripe | | | 0340 740B000 237.000 SQFT| 10.00000 2370.00| 12.00000 2844.00| 7.77000 1841.49 Construction Signs | | | 0350 740F002 8.000 EACH| 225.00000 1800.00| 250.00000 2000.00| 209.10000 1672.80 Barricades, Type III | | | 0360 740I005 4.000 EACH| 150.00000 600.00| 125.00000 500.00| 140.76000 563.04 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 206,434.33| $ 238,497.85| $ 249,349.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 206,434.33| $ 238,497.85| $ 249,349.66 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20021101039 COUNTIES : FAYETTE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2900(201) for constructing the Bridge Replacements (2) (Precast) on ACGBBRZ-2900(202) C.R.#10 at Sugar Creek and at Coffee Creek west of Winfield. Length 0.027 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23071 WARRIOR CONSTRUCTORS, INC. $ 289,494.46 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 329,826.00 113.9317% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 341,626.00 118.0078% 4 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 383,833.00 132.5873% 5 01007 ALABAMA BRIDGE BUILDERS, INC. $ 399,999.99 138.1719% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20021101039 COUNTIES : FAYETTE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 18036 |( 3 ) 07048 |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING |GLASGOW 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| 15000.00000 15000.00| 5600.00000 5600.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 6+51.92 | | | 0020 206A001 LUMP| 15500.00000 15500.00| 5600.00000 5600.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 4+60.00 | | | 0030 210A000 575.000 CUYD| 8.00000 4600.00| 6.00000 3450.00| 12.00000 6900.00 Unclassified Excavation | | | 0040 502A000 153.000 LB | 2.00000 306.00| 2.00000 306.00| 2.00000 306.00 Steel Reinforcement | | | 0050 505M002 2320.000 LF | 21.00000 48720.00| 21.00000 48720.00| 27.00000 62640.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 4.000 EACH| 1485.00000 5940.00| 2100.00000 8400.00| 1500.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 20.000 CUYD| 350.00000 7000.00| 300.00000 6000.00| 400.00000 8000.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 66.000 EACH| 47.52000 3136.32| 65.00000 4290.00| 60.00000 3960.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 4.000 EACH| 2243.57000 8974.28| 2850.00000 11400.00| 3000.00000 12000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 2.000 EACH| 2173.81000 4347.62| 3100.00000 6200.00| 3500.00000 7000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C004 12.000 EACH| 2243.03000 26916.36| 2950.00000 35400.00| 3000.00000 36000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 4.000 EACH| 2439.22000 9756.88| 3000.00000 12000.00| 3200.00000 12800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512C017 12.000 EACH| 2817.16000 33805.92| 3425.00000 41100.00| 4000.00000 48000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512C025 4.000 EACH| 3135.68000 12542.72| 3900.00000 15600.00| 4500.00000 18000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20021101039 COUNTIES : FAYETTE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 18036 |( 3 ) 07048 |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D002 4.000 EACH| 2464.52000 9858.08| 3100.00000 12400.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0160 512D030 4.000 EACH| 2873.47000 11493.88| 3500.00000 14000.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0170 512E000 32.000 EACH| 182.98000 5855.36| 345.00000 11040.00| 300.00000 9600.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0180 512F000 16.000 EACH| 298.37000 4773.92| 425.00000 6800.00| 400.00000 6400.00 Precast Concrete Wing Panels, Type W1 | | | 0190 512G000 8.000 EACH| 342.89000 2743.12| 445.00000 3560.00| 400.00000 3200.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 10000.00000 10000.00| 16500.00000 16500.00| 5000.00000 5000.00 Mobilization | | | 0210 610C001 550.000 TON | 20.00000 11000.00| 19.00000 10450.00| 30.00000 16500.00 Loose Riprap, Class 2 | | | 0220 610D003 550.000 SQYD| 2.00000 1100.00| 5.00000 2750.00| 2.00000 1100.00 Filter Blanket, Geotextile | | | 0230 630A001 100.000 LF | 13.25000 1325.00| 15.00000 1500.00| 35.00000 3500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 8.000 EACH| 950.00000 7600.00| 1050.00000 8400.00| 1200.00000 9600.00 Guardrail End Anchor, Type 13 | | | 0250 630C070 8.000 EACH| 1275.00000 10200.00| 1350.00000 10800.00| 1400.00000 11200.00 Guardrail End Anchor, Type 10 Series | | | 0260 665F000 96.000 EACH| 7.00000 672.00| 5.00000 480.00| 6.00000 576.00 Hay Bales | | | 0270 665J000 1040.000 LF | 5.00000 5200.00| 5.00000 5200.00| 4.00000 4160.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 10000.00000 10000.00 Engineering Controls | | | 0290 740B000 788.000 SQFT| 7.75000 6107.00| 10.00000 7880.00| 8.00000 6304.00 Construction Signs | | | 0300 740F002 12.000 EACH| 155.00000 1860.00| 500.00000 6000.00| 200.00000 2400.00 Barricades, Type III | | | 0310 740I005 6.000 EACH| 360.00000 2160.00| 500.00000 3000.00| 80.00000 480.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 289,494.46| $ 329,826.00| $ 341,626.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 289,494.46| $ 329,826.00| $ 341,626.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20021101039 COUNTIES : FAYETTE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 14005 |( 5 ) 01007 |( ) |G. W. NORRELL CONTRACTING C |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 6+51.92 | | | 0020 206A001 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 4+60.00 | | | 0030 210A000 575.000 CUYD| 5.00000 2875.00| 10.00000 5750.00| Unclassified Excavation | | | 0040 502A000 153.000 LB | 1.00000 153.00| 1.00000 153.00| Steel Reinforcement | | | 0050 505M002 2320.000 LF | 19.00000 44080.00| 20.00000 46400.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 4.000 EACH| 1800.00000 7200.00| 1500.00000 6000.00| Wire Rope Abutment Anchor Assembly | | | 0070 510A000 20.000 CUYD| 350.00000 7000.00| 300.00000 6000.00| Bridge Substructure Concrete, Class A | | | 0080 511A000 66.000 EACH| 75.00000 4950.00| 65.00000 4290.00| Elastomeric Bearings, Type 1 | | | 0090 512A014 4.000 EACH| 3000.00000 12000.00| 3750.00000 15000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 2.000 EACH| 3200.00000 6400.00| 4000.00000 8000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C004 12.000 EACH| 3000.00000 36000.00| 4000.00000 48000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 4.000 EACH| 3300.00000 13200.00| 4100.00000 16400.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512C017 12.000 EACH| 3600.00000 43200.00| 4500.00000 54000.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512C025 4.000 EACH| 4000.00000 16000.00| 5000.00000 20000.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20021101039 COUNTIES : FAYETTE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 14005 |( 5 ) 01007 |( ) |G. W. NORRELL CONTRACTING C |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D002 4.000 EACH| 3000.00000 12000.00| 4010.00000 16040.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0160 512D030 4.000 EACH| 3500.00000 14000.00| 4000.00000 16000.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0170 512E000 32.000 EACH| 500.00000 16000.00| 250.00000 8000.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0180 512F000 16.000 EACH| 600.00000 9600.00| 350.00000 5600.00| Precast Concrete Wing Panels, Type W1 | | | 0190 512G000 8.000 EACH| 600.00000 4800.00| 375.00000 3000.00| Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 20000.00000 20000.00| 35096.99000 35096.99| Mobilization | | | 0210 610C001 550.000 TON | 24.00000 13200.00| 25.00000 13750.00| Loose Riprap, Class 2 | | | 0220 610D003 550.000 SQYD| 5.00000 2750.00| 3.00000 1650.00| Filter Blanket, Geotextile | | | 0230 630A001 100.000 LF | 13.25000 1325.00| 17.50000 1750.00| Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 8.000 EACH| 950.00000 7600.00| 1070.00000 8560.00| Guardrail End Anchor, Type 13 | | | 0250 630C070 8.000 EACH| 1275.00000 10200.00| 1400.00000 11200.00| Guardrail End Anchor, Type 10 Series | | | 0260 665F000 96.000 EACH| 5.00000 480.00| 5.00000 480.00| Hay Bales | | | 0270 665J000 1040.000 LF | 5.00000 5200.00| 5.00000 5200.00| Silt Fence, Type A | | | 0280 680A000 LUMP| 4000.00000 4000.00| 1000.00000 1000.00| Engineering Controls | | | 0290 740B000 788.000 SQFT| 15.00000 11820.00| 10.00000 7880.00| Construction Signs | | | 0300 740F002 12.000 EACH| 400.00000 4800.00| 200.00000 2400.00| Barricades, Type III | | | 0310 740I005 6.000 EACH| 500.00000 3000.00| 400.00000 2400.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 383,833.00| $ 399,999.99| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 383,833.00| $ 399,999.99| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20021101041 COUNTIES : LIMESTONE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-4203(200) for constructing the Resurfacing and Traffic Stripe on Shaw Road from Nuclear Plant Road to near U.S.#72 west of Athens. Length - 5.340 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 268,365.60 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 280,043.80 104.3516% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20021101041 COUNTIES : LIMESTONE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( ) |BURGREEN CONTRACTING CO., I |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 206D001 1225.000 LF | 1.00000 1225.00| 1.12000 1372.00| Removing Guardrail | | | 0020 405A000 2100.000 GAL | 0.90000 1890.00| 0.10000 210.00| Tack Coat | | | 0030 429A221 5942.000 TON | 32.00000 190144.00| 33.85000 201136.70| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0040 429A226 600.000 TON | 19.00000 11400.00| 27.51000 16506.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0050 430B029 3000.000 TON | 10.25000 30750.00| 9.69000 29070.00| Aggregate Surfacing (ALDOT #410 Or #810 | | | 0060 600A000 LUMP| 3900.00000 3900.00| 2884.00000 2884.00| Mobilization | | | 0070 630A001 50.000 LF | 14.00000 700.00| 13.05000 652.50| Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C022 4.000 EACH| 1100.00000 4400.00| 1485.00000 5940.00| Guardrail End Anchor, Type Special | | | 0090 630C050 4.000 EACH| 1600.00000 6400.00| 1260.00000 5040.00| Guardrail End Anchor, Type 20 Series | | | 0100 701A030 11.000 MILE| 600.00000 6600.00| 600.00000 6600.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0110 701A034 8.000 MILE| 600.00000 4800.00| 600.00000 4800.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0120 701A044 4.000 MILE| 290.00000 1160.00| 290.00000 1160.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0130 701C000 4.000 MILE| 320.00000 1280.00| 320.00000 1280.00| Broken Temporary Traffic Stripe | | | 0140 701C001 8.000 MILE| 340.00000 2720.00| 340.00000 2720.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20021101041 COUNTIES : LIMESTONE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( ) |BURGREEN CONTRACTING CO., I |SHELBY CONTRACTING CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 703A002 354.000 SQFT| 1.90000 672.60| 1.90000 672.60| Traffic Control Markings, Class 2, Type | | | A | | | 0160 740B000 324.000 SQFT| 1.00000 324.00| 0.00000 0.00| Construction Signs | | | 0170 740E000 100.000 EACH| 0.00000 0.00| 0.00000 0.00| Cones (36 Inches High) | | | SECTION TOTALS | $ 268,365.60| $ 280,043.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 268,365.60| $ 280,043.80| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20021101042 COUNTIES : MONROE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5000(201) for constructing the Bridge Replacement and Approaches on C.R.#18 over Big Escambia Creek south of Frisco City. Length - 0.170 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 497,256.95 100.0000% 2 13099 MCINNIS, LLC $ 638,475.75 128.3996% 3 03047 CARTER'S CONTRACTING SERVICES, INC. $ 798,246.40 160.5300% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20021101042 COUNTIES : MONROE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 03047 |G. W. NORRELL CONTRACTING C |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 ROADWAY | | | 0010 201A000 LUMP| 500.00000 500.00| 40000.00000 40000.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 0.9 | | | Acres) | | | 0020 206A000 LUMP| 40000.00000 40000.00| 60000.00000 60000.00| 18000.00000 18000.00 Removal Of Old Bridge, Station 9+01.79 | | | 0030 210A000 687.000 CUYD| 4.00000 2748.00| 10.00000 6870.00| 4.00000 2748.00 Unclassified Excavation | | | 0040 210D021 1852.000 CUYD| 8.00000 14816.00| 12.00000 22224.00| 10.00000 18520.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 301A102 2200.000 SQYD| 6.00000 13200.00| 9.30000 20460.00| 12.00000 26400.00 Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0060 401A000 1760.000 SQYD| 0.80000 1408.00| 3.00000 5280.00| 0.70000 1232.00 Bituminous Treatment A | | | 0070 424A341 133.000 TON | 75.00000 9975.00| 87.25000 11604.25| 35.00000 4655.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 502A000 15540.000 LB | 0.40000 6216.00| 0.40000 6216.00| 1.20000 18648.00 Steel Reinforcement | | | 0090 502B000 LUMP| 25000.00000 25000.00| 36000.00000 36000.00| 149466.50000 149466.50 Steel Reinforcement For Bridge | | | Superstructure, 8+70.00 (APPROX. 55806 | | | POUNDS) | | | 0100 505A030 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0110 505A036 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0120 505B100 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20021101042 COUNTIES : MONROE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 03047 |G. W. NORRELL CONTRACTING C |MCINNIS, LLC |CARTER'S CONTRACTING SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 505B106 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0140 505M000 1412.000 LF | 18.00000 25416.00| 18.00000 25416.00| 40.00000 56480.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0150 505M004 2007.000 LF | 24.00000 48168.00| 29.00000 58203.00| 58.00000 116406.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0160 508A000 7897.000 LB | 2.10000 16583.70| 3.00000 23691.00| 4.00000 31588.00 Structural Steel | | | 0170 510A000 104.000 CUYD| 300.00000 31200.00| 400.00000 41600.00| 422.00000 43888.00 Bridge Substructure Concrete, Class A | | | 0180 510C051 LUMP| 97000.00000 97000.00| 86000.00000 86000.00| 101050.00000 101050.00 Bridge Concrete Superstructure, 8+70.00 | | | (APPROX.215 CU. YD.) | | | 0190 510E000 635.000 SQYD| 3.50000 2222.50| 5.00000 3175.00| 3.00000 1905.00 Grooving Concrete Bridge Decks | | | 0200 511A004 48.000 EACH| 125.00000 6000.00| 85.00000 4080.00| 120.00000 5760.00 Elastomeric Bearings, Type 4 | | | 0210 513B003 937.000 LF | 65.00000 60905.00| 60.00000 56220.00| 90.00000 84330.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0220 600A000 LUMP| 15000.00000 15000.00| 50000.00000 50000.00| 16000.00000 16000.00 Mobilization | | | 0230 610C001 1169.000 TON | 29.00000 33901.00| 28.00000 32732.00| 38.00000 44422.00 Loose Riprap, Class 2 | | | 0240 610D003 1117.000 SQYD| 5.00000 5585.00| 3.50000 3909.50| 3.00000 3351.00 Filter Blanket, Geotextile | | | 0250 630A001 75.000 LF | 13.25000 993.75| 14.00000 1050.00| 13.30000 997.50 Steel Beam Guardrail, Class A, Type 2 | | | 0260 630C003 4.000 EACH| 950.00000 3800.00| 1000.00000 4000.00| 1090.00000 4360.00 Guardrail End Anchor, Type 13 | | | 0270 630C050 4.000 EACH| 1425.00000 5700.00| 1000.00000 4000.00| 1750.00000 7000.00 Guardrail End Anchor, Type 20 Series | | | 0280 650A000 115.000 CUYD| 10.00000 1150.00| 15.00000 1725.00| 7.00000 805.00 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20021101042 COUNTIES : MONROE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 03047 |G. W. NORRELL CONTRACTING C |MCINNIS, LLC |CARTER'S CONTRACTING SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 652A061 1.000 ACRE| 700.00000 700.00| 775.00000 775.00| 600.00000 600.00 Seeding (Mix 3E) | | | 0300 656A000 1.000 ACRE| 700.00000 700.00| 775.00000 775.00| 600.00000 600.00 Mulching, Class A, Type 1 | | | 0310 656A001 1.000 ACRE| 700.00000 700.00| 775.00000 775.00| 800.00000 800.00 Mulching, Class A, Type 2 | | | 0320 665F000 115.000 EACH| 5.00000 575.00| 10.00000 1150.00| 6.00000 690.00 Hay Bales | | | 0330 665J000 1715.000 LF | 5.00000 8575.00| 5.00000 8575.00| 4.00000 6860.00 Silt Fence, Type A | | | 0340 680A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 8000.00000 8000.00 Engineering Controls | | | 0350 701A031 1.000 MILE| 1150.00000 1150.00| 600.00000 600.00| 1265.00000 1265.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0360 701A035 1.000 MILE| 1114.00000 1114.00| 600.00000 600.00| 1225.40000 1225.40 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0370 701C001 1.000 MILE| 500.00000 500.00| 600.00000 600.00| 550.00000 550.00 Solid Temporary Traffic Stripe | | | 0380 740B000 237.000 SQFT| 15.00000 3555.00| 10.00000 2370.00| 12.00000 2844.00 Construction Signs | | | 0390 740F002 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 275.00000 2200.00 Barricades, Type III | | | 0400 740I005 4.000 EACH| 500.00000 2000.00| 400.00000 1600.00| 400.00000 1600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 497,256.95| $ 638,475.75| $ 798,246.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 497,256.95| $ 638,475.75| $ 798,246.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20021101045 COUNTIES : WASHINGTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 190 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6500( 204) for constructing the Bridge Replacement and Approaches on C.R.#34 over the Tombigbee River Relief east of Leroy. Length - 0.359 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 2,051,516.02 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 2,374,066.68 115.7226% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20021101045 COUNTIES : WASHINGTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19007 |( ) |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. | 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| 55000.00000 55000.00| Removal Of Old Bridge, Station 10+00.58 | | | 0020 210A000 9297.000 CUYD| 2.50000 23242.50| 2.15000 19988.55| Unclassified Excavation | | | 0030 210D012 48323.000 CUYD| 2.50000 120807.50| 3.25000 157049.75| Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0035 215B000 LUMP| 25000.00000 25000.00| 150000.00000 150000.00| Cofferdams Or Sheeting And Shoring, | | | Station 11+00.00 | | | 0040 230A000 11.000 RBST| 2.10000 23.10| 210.00000 2310.00| Roadbed Processing | | | 0050 301A102 2494.000 SQYD| 3.70000 9227.80| 3.70000 9227.80| Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0060 401A000 2380.000 SQYD| 0.80000 1904.00| 0.58000 1380.40| Bituminous Treatment A | | | 0070 424A341 187.000 TON | 80.00000 14960.00| 47.60000 8901.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 450B000 90.000 SQYD| 100.00000 9000.00| 100.00000 9000.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0090 502A000 25078.000 LB | 0.80000 20062.40| 0.51000 12789.78| Steel Reinforcement | | | 0100 502B000 LUMP| 160000.00000 160000.00| 110000.00000 110000.00| Steel Reinforcement For Bridge | | | Superstructure, STA 11+00.00 (APPROX | | | 203, 226 LBS) | | | 0110 505A019 4.000 EACH| 15000.00000 60000.00| 10000.00000 40000.00| Concrete Test Piles (24 Inches Square) | | | 0120 505A030 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0130 505B049 4.000 EACH| 10000.00000 40000.00| 10000.00000 40000.00| Static Loading Tests (24 Inches Square) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20021101045 COUNTIES : WASHINGTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19007 |( ) |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 505B100 2.000 EACH| 1000.00000 2000.00| 4000.00000 8000.00| Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0150 505M000 1628.000 LF | 23.00000 37444.00| 23.50000 38258.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0160 505N004 2402.000 LF | 36.25000 87072.50| 80.00000 192160.00| Concrete Piling Furnished(24 Inches | | | Square) | | | 0170 505O004 2402.000 LF | 41.36000 99346.72| 6.00000 14412.00| Concrete Piling Driven(24 Inches Square | | | 0180 508A000 12442.000 LB | 4.25000 52878.50| 3.70000 46035.40| Structural Steel | | | 0190 510A000 129.000 CUYD| 425.00000 54825.00| 500.00000 64500.00| Bridge Substructure Concrete, Class A | | | 0200 510C051 LUMP| 445000.00000 445000.00| 584000.00000 584000.00| Bridge Concrete Superstructure, STA | | | 11+00.00 APPROX 849 CU YDS | | | 0210 510E000 2342.000 SQYD| 3.00000 7026.00| 2.90000 6791.80| Grooving Concrete Bridge Decks | | | 0220 511A004 88.000 EACH| 300.00000 26400.00| 415.00000 36520.00| Elastomeric Bearings, Type 4 | | | 0230 513B005 3483.000 LF | 93.00000 323919.00| 100.00000 348300.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0240 600A000 LUMP| 204750.00000 204750.00| 252500.00000 252500.00| Mobilization | | | 0250 610C001 2800.000 TON | 25.16000 70448.00| 26.00000 72800.00| Loose Riprap, Class 2 | | | 0260 610D003 2400.000 SQYD| 2.50000 6000.00| 2.90000 6960.00| Filter Blanket, Geotextile | | | 0270 630C003 4.000 EACH| 975.00000 3900.00| 950.00000 3800.00| Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1600.00000 6400.00| 1425.00000 5700.00| Guardrail End Anchor, Type 20 Series | | | 0290 650A000 1230.000 CUYD| 5.00000 6150.00| 6.00000 7380.00| Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20021101045 COUNTIES : WASHINGTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19007 |( ) |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 652A061 2.000 ACRE| 500.00000 1000.00| 700.00000 1400.00| Seeding (Mix 3E) | | | 0310 656A001 2.000 ACRE| 1000.00000 2000.00| 700.00000 1400.00| Mulching, Class A, Type 2 | | | 0320 665F000 90.000 EACH| 20.00000 1800.00| 5.00000 450.00| Hay Bales | | | 0330 665J000 2630.000 LF | 7.50000 19725.00| 3.00000 7890.00| Silt Fence, Type A | | | 0340 665L000 700.000 LF | 50.00000 35000.00| 15.00000 10500.00| Floating Basin Boom | | | 0350 680A000 LUMP| 33000.00000 33000.00| 37000.00000 37000.00| Engineering Controls | | | 0360 701A031 1.000 MILE| 1150.00000 1150.00| 1150.00000 1150.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0370 701A035 1.000 MILE| 1450.00000 1450.00| 1450.00000 1450.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0380 740B000 164.000 SQFT| 11.00000 1804.00| 10.50000 1722.00| Construction Signs | | | 0390 740D000 24.000 EACH| 50.00000 1200.00| 80.00000 1920.00| Channelizing Drums | | | 0400 740F002 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| Barricades, Type III | | | 0410 740I005 2.000 EACH| 300.00000 600.00| 210.00000 420.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 2,051,516.02| $ 2,374,066.68| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,051,516.02| $ 2,374,066.68| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20021101049 COUNTIES : RUSSELL LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-8032(600) for constructing the Resurfacing and Traffic Stripe on C.R.#61 (Freeman Road) from U.S.#431 to C.R.#28 southwest of Phenix City. Length 2.299 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 335,400.90 100.0000% 2 18030 ROBINSON PAVING COMPANY $ 338,091.24 100.8021% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20021101049 COUNTIES : RUSSELL LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 18030 |( ) |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 5000.000 CUYD| 0.00000 0.00| 6.87000 34350.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 401B108 29680.000 SQYD| 1.33000 39474.40| 0.83000 24634.40| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 100.000 GAL | 5.00000 500.00| 10.00000 1000.00| Tack Coat | | | 0040 424A340 1668.000 TON | 41.00000 68388.00| 36.68000 61182.24| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 100.000 TON | 45.00000 4500.00| 50.00000 5000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B636 3265.000 TON | 38.38000 125310.70| 36.12000 117931.80| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0070 424B640 200.000 TON | 120.00000 24000.00| 65.00000 13000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424C351 439.000 TON | 40.00000 17560.00| 42.00000 18438.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 600A000 LUMP| 25728.00000 25728.00| 27800.00000 27800.00| Mobilization | | | 0100 651B000 22.000 TON | 35.00000 770.00| 35.00000 770.00| Agricultural Limestone | | | 0110 652A056 11.000 ACRE| 6.00000 66.00| 600.00000 6600.00| Seeding (Mix 2E) | | | 0120 656A000 11.000 ACRE| 6.00000 66.00| 600.00000 6600.00| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20021101049 COUNTIES : RUSSELL LETTING DATE : 11/01/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 18030 |( ) |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 665F000 50.000 EACH| 6.00000 300.00| 6.00000 300.00| Hay Bales | | | 0140 665J000 1000.000 LF | 4.00000 4000.00| 2.50000 2500.00| Silt Fence, Type A | | | 0150 701A031 5.000 MILE| 960.00000 4800.00| 950.00000 4750.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 3.000 MILE| 1180.00000 3540.00| 1100.00000 3300.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 2.000 MILE| 880.00000 1760.00| 700.00000 1400.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 6.000 MILE| 290.00000 1740.00| 340.00000 2040.00| Broken Temporary Traffic Stripe | | | 0190 701C001 9.000 MILE| 380.00000 3420.00| 380.00000 3420.00| Solid Temporary Traffic Stripe | | | 0200 703A002 192.000 SQFT| 2.40000 460.80| 1.90000 364.80| Traffic Control Markings, Class 2, Type | | | A | | | 0210 705A032 70.000 EACH| 5.10000 357.00| 5.00000 350.00| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 200.000 EACH| 5.30000 1060.00| 5.25000 1050.00| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 260.000 SQFT| 10.00000 2600.00| 5.00000 1300.00| Construction Signs | | | 0240 740O000 1.000 EACH| 5000.00000 5000.00| 10.00000 10.00| Pilot Car | | | SECTION TOTALS | $ 335,400.90| $ 338,091.24| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 335,400.90| $ 338,091.24| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20021101060 COUNTIES : CHILTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : IA-011-000-004 for constructing the Resurfacing and Traffic Stripe on C.R.#51 from S.R.#145 to Ward's Cabinetry north of Clanton. Length 0.700 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 66,557.75 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 74,728.55 112.2763% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20021101060 COUNTIES : CHILTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 23024 |( ) |DUNN CONSTRUCTION CO., INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 120.000 CUYD| 18.30000 2196.00| 22.00000 2640.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 212A000 74.000 STA | 8.75000 647.50| 55.00000 4070.00| Machine Grading Shoulders | | | 0030 405A000 300.000 GAL | 1.00000 300.00| 5.00000 1500.00| Tack Coat | | | 0040 429A201 725.000 TON | 45.60000 33060.00| 41.41000 30022.25| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429C205 100.000 TON | 69.00000 6900.00| 140.00000 14000.00| Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 429C206 200.000 TON | 50.00000 10000.00| 48.00000 9600.00| Improved Bituminous Concrete Base Layer | | | Leveling, 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 600A000 LUMP| 8317.00000 8317.00| 6750.00000 6750.00| Mobilization | | | 0080 652A054 1.000 ACRE| 535.00000 535.00| 450.00000 450.00| Seeding (Mix 2A) | | | 0090 656A000 1.000 ACRE| 475.00000 475.00| 400.00000 400.00| Mulching, Class A, Type 1 | | | 0100 701A004 2.000 MILE| 345.00000 690.00| 500.00000 1000.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0110 701A012 1.000 MILE| 360.00000 360.00| 500.00000 500.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0120 701C001 2.000 MILE| 360.00000 720.00| 500.00000 1000.00| Solid Temporary Traffic Stripe | | | 0130 705A037 93.000 EACH| 5.25000 488.25| 5.25000 488.25| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 060 -3 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20021101060 COUNTIES : CHILTON LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 23024 |( ) |DUNN CONSTRUCTION CO., INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740B000 141.000 SQFT| 9.00000 1269.00| 11.05000 1558.05| Construction Signs | | | 0150 740O000 1.000 EACH| 600.00000 600.00| 750.00000 750.00| Pilot Car | | | SECTION TOTALS | $ 66,557.75| $ 74,728.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 66,557.75| $ 74,728.55| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 063 -1 VENDOR RANKING CALL ORDER : 063 CONTRACT ID : 20021101063 COUNTIES : ELMORE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-306-261-143-201 for constructing the Resurfacing and Traffic Stripe on S.R.#143 from the Montgomery County line (MP 1.022) to Cobbs Ford Road (MP 2.630). Length - 1.608 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 214,089.24 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 246,299.50 115.0452% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 264,657.56 123.6202% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 063 -2 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20021101063 COUNTIES : ELMORE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 01023 |( 3 ) 23024 |APAC-ALABAMA, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D021 300.000 CUYD| 8.00000 2400.00| 8.00000 2400.00| 8.90000 2670.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 2000.000 GAL | 0.75000 1500.00| 0.70000 1400.00| 2.50000 5000.00 Tack Coat | | | 0030 424A361 4350.000 TON | 26.85000 116797.50| 28.75000 125062.50| 30.55000 132892.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424B655 150.000 TON | 20.27000 3040.50| 60.00000 9000.00| 95.00000 14250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B658 800.000 TON | 26.85000 21480.00| 33.75000 27000.00| 32.25000 25800.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 428B000 15400.000 LF | 0.07000 1078.00| 0.05000 770.00| 0.10000 1540.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0070 600A000 LUMP| 4650.00000 4650.00| 11100.00000 11100.00| 9500.00000 9500.00 Mobilization | | | 0080 652A056 2.000 ACRE| 402.02000 804.04| 450.00000 900.00| 398.00000 796.00 Seeding (Mix 2E) | | | 0090 656A000 2.000 ACRE| 379.80000 759.60| 400.00000 800.00| 376.00000 752.00 Mulching, Class A, Type 1 | | | 0100 665F000 100.000 EACH| 5.05000 505.00| 8.00000 800.00| 5.00000 500.00 Hay Bales | | | 0110 665J000 1500.000 LF | 2.93000 4395.00| 3.50000 5250.00| 2.90000 4350.00 Silt Fence, Type A | | | 0120 701C000 4.000 MILE| 280.00000 1120.00| 280.00000 1120.00| 280.00000 1120.00 Broken Temporary Traffic Stripe | | | 0130 701C001 8.000 MILE| 300.00000 2400.00| 300.00000 2400.00| 300.00000 2400.00 Solid Temporary Traffic Stripe | | | 0140 701F000 275.000 LF | 0.25000 68.75| 0.25000 68.75| 0.25000 68.75 Dotted Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 063 -3 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20021101063 COUNTIES : ELMORE LETTING DATE : 11/01/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 01023 |( 3 ) 23024 |APAC-ALABAMA, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A040 4.000 MILE| 1950.00000 7800.00| 1950.00000 7800.00| 1950.00000 7800.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A041 4.000 MILE| 3985.00000 15940.00| 3985.00000 15940.00| 3985.00000 15940.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 4.000 MILE| 3985.00000 15940.00| 3985.00000 15940.00| 3985.00000 15940.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702B011 275.000 LF | 1.55000 426.25| 1.55000 426.25| 1.55000 426.25 Dotted Profiled Traffic Stripe (6" Wide | | | 0190 703A002 1300.000 SQFT| 1.80000 2340.00| 1.80000 2340.00| 1.80000 2340.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 50.000 SQFT| 2.80000 140.00| 2.80000 140.00| 2.80000 140.00 Traffic Control Legends, Class 2, Type | | | 0210 703D001 1300.000 SQFT| 1.00000 1300.00| 1.00000 1300.00| 1.00000 1300.00 Temporary Traffic Control Markings | | | 0220 703E001 50.000 SQFT| 1.00000 50.00| 1.00000 50.00| 1.00000 50.00 Temporary Traffic Control Legends | | | 0230 705A030 10.000 EACH| 4.70000 47.00| 4.70000 47.00| 4.70000 47.00 Pavement Markers, Class A-H, Type 2-C | | | 0240 705A031 215.000 EACH| 4.50000 967.50| 4.50000 967.50| 4.50000 967.50 Pavement Markers, Class A-H, Type 1-A | | | 0250 705A032 380.000 EACH| 4.50000 1710.00| 4.50000 1710.00| 4.50000 1710.00 Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 215.000 EACH| 4.70000 1010.50| 4.70000 1010.50| 4.70000 1010.50 Pavement Markers, Class A-H, Type 2-D | | | 0270 705A038 190.000 EACH| 4.70000 893.00| 4.70000 893.00| 4.70000 893.00 Pavement Markers, Class A-H, Type 2-E | | | 0280 740B000 458.000 SQFT| 7.70000 3526.60| 8.00000 3664.00| 9.07000 4154.06 Construction Signs | | | 0290 740D000 200.000 EACH| 0.00000 0.00| 25.00000 5000.00| 42.50000 8500.00 Channelizing Drums | | | 0300 741C010 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 900.00000 1800.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 214,089.24| $ 246,299.50| $ 264,657.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 214,089.24| $ 246,299.50| $ 264,657.56 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 065 -1 VENDOR RANKING CALL ORDER : 065 CONTRACT ID : 20021101065 COUNTIES : DEKALB LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-801-253-190-201 for constructing the Resurfacing and Traffic Stripe on 99-801-253-190-202 various roads in and around Desoto State Park. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 168,528.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 065 -2 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20021101065 COUNTIES : DEKALB LETTING DATE : 11/01/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( ) |( ) |JACKSON PAVING & CONSTRUCTI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 1855.000 GAL | 1.00000 1855.00| | Tack Coat | | | 0020 424A341 3062.000 TON | 38.50000 117887.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A344 766.000 TON | 35.00000 26810.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 600A000 LUMP| 13260.00000 13260.00| | Mobilization | | | 0050 701A036 3.000 MILE| 1100.00000 3300.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0060 740B000 652.000 SQFT| 8.00000 5216.00| | Construction Signs | | | 0070 740E000 100.000 EACH| 1.00000 100.00| | Cones (36 Inches High) | | | 0080 740M001 100.000 EACH| 1.00000 100.00| | Ballast For Cone | | | SECTION TOTALS | $ 168,528.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 168,528.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 066 -1 VENDOR RANKING CALL ORDER : 066 CONTRACT ID : 20021101066 COUNTIES : WILCOX LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-808-663-110-201 for constructing the Parking Lot Expansion and Resurfacing near the boat ramp inside Roland Cooper State Park northeast of Camden. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01073 ASPHALT SUPPLY, L.L.C. $ 44,098.60 100.0000% 2 10026 JRD CONTRACTING, INC. $ 44,628.01 101.2005% 3 01023 ASPHALT CONTRACTORS, INC. $ 44,733.50 101.4397% 4 23072 WOODLANDS SPECIALISTS, INC. $ 49,370.27 111.9543% 5 20021 C. THORNTON, INC. $ 61,037.53 138.4115% 6 01018 APAC-ALABAMA, INC. $ 64,790.40 146.9217% 7 04009 W. W. DYAR & SONS, INC. $ 65,221.05 147.8982% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 066 -2 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20021101066 COUNTIES : WILCOX LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 10026 |( 3 ) 01023 |ASPHALT SUPPLY, L.L.C. |JRD CONTRACTING, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 300.000 CUYD| 3.25000 975.00| 3.00000 900.00| 5.50000 1650.00 Unclassified Excavation | | | 0020 305A000 536.000 CUYD| 7.40000 3966.40| 5.00000 2680.00| 7.75000 4154.00 Borrow, Section 210, FOR MISCELLANEOUS | | | USE | | | 0030 401A000 5311.000 SQYD| 0.40000 2124.40| 0.50000 2655.50| 0.50000 2655.50 Bituminous Treatment A | | | 0040 424B651 664.000 TON | 46.20000 30676.80| 41.00000 27224.00| 41.00000 27224.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0050 600A000 LUMP| 3500.00000 3500.00| 6000.00000 6000.00| 5100.00000 5100.00 Mobilization | | | 0060 665F000 200.000 EACH| 5.25000 1050.00| 5.00000 1000.00| 6.00000 1200.00 Hay Bales | | | 0070 665J000 600.000 LF | 1.01000 606.00| 2.50000 1500.00| 3.50000 2100.00 Silt Fence, Type A | | | 0080 701A005 1.000 MILE| 1200.00000 1200.00| 2668.51000 2668.51| 650.00000 650.00 Solid White, Class 1, Type B Traffic | | | Stripe | | | SECTION TOTALS | $ 44,098.60| $ 44,628.01| $ 44,733.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 44,098.60| $ 44,628.01| $ 44,733.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 066 -3 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20021101066 COUNTIES : WILCOX LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23072 |( 5 ) 20021 |( 6 ) 01018 |WOODLANDS SPECIALISTS, INC. |C. THORNTON, 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 210A000 300.000 CUYD| 7.00000 2100.00| 7.50000 2250.00| 9.00000 2700.00 Unclassified Excavation | | | 0020 305A000 536.000 CUYD| 8.00000 4288.00| 11.50000 6164.00| 7.50000 4020.00 Borrow, Section 210, FOR MISCELLANEOUS | | | USE | | | 0030 401A000 5311.000 SQYD| 0.53000 2814.83| 0.63000 3345.93| 0.40000 2124.40 Bituminous Treatment A | | | 0040 424B651 664.000 TON | 43.46000 28857.44| 52.15000 34627.60| 49.00000 32536.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0050 600A000 LUMP| 5082.00000 5082.00| 8000.00000 8000.00| 20000.00000 20000.00 Mobilization | | | 0060 665F000 200.000 EACH| 5.00000 1000.00| 6.50000 1300.00| 6.75000 1350.00 Hay Bales | | | 0070 665J000 600.000 LF | 2.00000 1200.00| 5.75000 3450.00| 3.10000 1860.00 Silt Fence, Type A | | | 0080 701A005 1.000 MILE| 4028.00000 4028.00| 1900.00000 1900.00| 200.00000 200.00 Solid White, Class 1, Type B Traffic | | | Stripe | | | SECTION TOTALS | $ 49,370.27| $ 61,037.53| $ 64,790.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 49,370.27| $ 61,037.53| $ 64,790.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 066 -4 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20021101066 COUNTIES : WILCOX LETTING DATE : 11/01/02 10:00 AM DISTRICT : 08 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 210A000 300.000 CUYD| 8.00000 2400.00| | Unclassified Excavation | | | 0020 305A000 536.000 CUYD| 12.00000 6432.00| | Borrow, Section 210, FOR MISCELLANEOUS | | | USE | | | 0030 401A000 5311.000 SQYD| 0.55000 2921.05| | Bituminous Treatment A | | | 0040 424B651 664.000 TON | 63.50000 42164.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0050 600A000 LUMP| 5000.00000 5000.00| | Mobilization | | | 0060 665F000 200.000 EACH| 5.00000 1000.00| | Hay Bales | | | 0070 665J000 600.000 LF | 4.00000 2400.00| | Silt Fence, Type A | | | 0080 701A005 1.000 MILE| 2904.00000 2904.00| | Solid White, Class 1, Type B Traffic | | | Stripe | | | SECTION TOTALS | $ 65,221.05| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 65,221.05| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 067 -1 VENDOR RANKING CALL ORDER : 067 CONTRACT ID : 20021101067 COUNTIES : PICKENS LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-054-086-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#86 from MP 14.167 in Carrollton to MP 20.610. Length - 6.443 mi SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 595,905.42 100.0000% 2 01018 APAC-ALABAMA, INC. $ 627,349.55 105.2767% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 067 -2 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20021101067 COUNTIES : PICKENS LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 2.000 EACH| 150.00000 300.00| 244.85000 489.70| Mailbox Reset, Single | | | 0020 210D001 909.000 CUYD| 10.00000 9090.00| 14.85000 13498.65| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 305B060 300.000 TON | 21.00000 6300.00| 36.75000 11025.00| Crushed Aggregate, Section 825, 1" Down | | | 0040 306E000 1.000 EACH| 7500.00000 7500.00| 7045.00000 7045.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0050 405A000 4530.000 GAL | 1.00000 4530.00| 1.15000 5209.50| Tack Coat | | | 0060 408A051 90595.000 SQYD| 0.69000 62510.55| 0.86000 77911.70| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0070 424A361 7535.000 TON | 38.23000 288063.05| 38.85000 292734.75| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A364 350.000 TON | 30.00000 10500.00| 46.55000 16292.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424A367 1000.000 TON | 43.00000 43000.00| 44.26000 44260.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424C365 700.000 TON | 64.00000 44800.00| 57.42000 40194.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 25400.00000 25400.00| 14460.00000 14460.00| Mobilization | | | 0120 651C000 7.000 TON | 300.00000 2100.00| 262.50000 1837.50| 8-8-8 Commercial Fertilizer | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 067 -3 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20021101067 COUNTIES : PICKENS LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 652A054 5.000 ACRE| 550.00000 2750.00| 840.00000 4200.00| Seeding (Mix 2A) | | | 0140 652A056 4.000 ACRE| 550.00000 2200.00| 1050.00000 4200.00| Seeding (Mix 2E) | | | 0150 656A000 9.000 ACRE| 450.00000 4050.00| 840.00000 7560.00| Mulching, Class A, Type 1 | | | 0160 665F000 100.000 EACH| 6.00000 600.00| 13.24000 1324.00| Hay Bales | | | 0170 665J000 3600.000 LF | 4.00000 14400.00| 4.42000 15912.00| Silt Fence, Type A | | | 0180 701A028 13.000 MILE| 1365.00000 17745.00| 1433.25000 18632.25| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A041 1.000 MILE| 915.00000 915.00| 960.75000 960.75| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A046 3.000 MILE| 915.00000 2745.00| 960.75000 2882.25| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 9.000 MILE| 1550.00000 13950.00| 1627.50000 14647.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701C000 4.000 MILE| 340.00000 1360.00| 357.00000 1428.00| Broken Temporary Traffic Stripe | | | 0230 701C001 9.000 MILE| 380.00000 3420.00| 400.00000 3600.00| Solid Temporary Traffic Stripe | | | 0240 701G125 1092.000 LF | 3.45000 3767.40| 3.62000 3953.04| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701G133 1092.000 LF | 3.56000 3887.52| 3.73000 4073.16| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701H001 2184.000 LF | 0.60000 1310.40| 0.63000 1375.92| Solid Traffic Stripe Removed (Plastic) | | | 0270 703A002 312.000 SQFT| 2.00000 624.00| 2.10000 655.20| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/01/02 PAGE : 067 -4 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20021101067 COUNTIES : PICKENS LETTING DATE : 11/01/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 703D002 312.000 SQFT| 2.00000 624.00| 1.37000 427.44| Temporary Traffic Control Markings | | | (Paint) | | | 0290 705A031 66.000 EACH| 5.00000 330.00| 5.25000 346.50| Pavement Markers, Class A-H, Type 1-A | | | 0300 705A032 137.000 EACH| 5.00000 685.00| 5.25000 719.25| Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 490.000 EACH| 5.25000 2572.50| 5.50000 2695.00| Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 873.000 SQFT| 12.00000 10476.00| 8.63000 7533.99| Construction Signs | | | 0330 740E000 100.000 EACH| 1.00000 100.00| 13.33000 1333.00| Cones (36 Inches High) | | | 0340 740M001 100.000 EACH| 1.00000 100.00| 8.32000 832.00| Ballast For Cone | | | 0350 740O000 1.000 EACH| 3200.00000 3200.00| 3100.00000 3100.00| Pilot Car | | | SECTION TOTALS | $ 595,905.42| $ 627,349.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 595,905.42| $ 627,349.55| $ ====================================================================================================================================