ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 225 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MGF-0009(500) for constructing the Additional Lanes (Grade, Drainage, Bridge, & Bridge Culverts) on U.S.#331 from near Pleasant Grove Road to Snowdoun. Length - 3.466 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 3,937,851.17 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 4,026,351.92 102.2474% 3 04014 DUBOSE CONSTRUCTION, L.L.C. $ 4,544,554.86 115.4070% 4 02091 BOYD EXCAVATING, INC. $ 4,582,297.28 116.3654% 5 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 4,814,268.90 122.2562% 6 19047 SOUTHEAST CHEROKEE CONSTRUCTION CO., INC. $ 4,910,703.37 124.7052% 7 18005 GRADY RALLS & SONS, INC. $ 5,037,618.93 127.9281% 8 19095 SUMMIT DEVELOPMENT COMPANY, L.L.C. $ 5,268,959.38 133.8029% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 04014 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 307000.00000 307000.00| 400000.00000 400000.00| 305000.00000 305000.00 Clearing & Grubbing (Approximately 77 | | | Acres) | | | 0020 205A001 1.000 EACH| 200.00000 200.00| 1.00000 1.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 200.00000 200.00| 1.00000 1.00| 500.00000 500.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 200.00000 200.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 200.00000 200.00| 1.00000 1.00| 500.00000 500.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 200.00000 200.00| 1.00000 1.00| 500.00000 500.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 200.00000 200.00| 1.00000 1.00| 750.00000 750.00 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 200.00000 200.00| 1.00000 1.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 200.00000 200.00| 1.00000 1.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 200.00000 200.00| 1.00000 1.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 200.00000 200.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 10 | | | 0120 206C023 2506.000 SQYD| 3.00000 7518.00| 0.01000 25.06| 10.00000 25060.00 Removing Riprap | | | 0130 206D000 755.000 LF | 3.00000 2265.00| 2.50000 1887.50| 7.00000 5285.00 Removing Pipe | | | 0140 206E000 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00 Removing Headwalls | | | 0150 210A000 195074.000 CUYD| 1.00000 195074.00| 1.84000 358936.16| 1.45000 282857.30 Unclassified Excavation | | | 0160 210C000 3872.000 CUYD| 3.00000 11616.00| 4.60000 17811.20| 3.00000 11616.00 Muck Excavation | | | 0170 210D000 333029.000 CUYD| 1.00000 333029.00| 0.01000 3330.29| 2.25000 749315.25 Borrow Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 04014 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 210F001 10869.000 TON | 12.25000 133145.25| 15.50000 168469.50| 12.00000 130428.00 Borrow Excavation (Underwater | | | Embankment) | | | 0190 214A000 5075.000 CUYD| 5.00000 25375.00| 2.50000 12687.50| 5.00000 25375.00 Structure Excavation | | | 0200 214B001 1484.000 CUYD| 30.00000 44520.00| 25.60000 37990.40| 30.00000 44520.00 Foundation Backfill, Commercial | | | 0210 215A000 326.000 CUYD| 5.00000 1630.00| 9.12000 2973.12| 10.00000 3260.00 Unclassified Bridge Excavation | | | 0220 215B000 LUMP| 30000.00000 30000.00| 91000.00000 91000.00| 60000.00000 60000.00 Cofferdams Or Sheeting And Shoring , | | | Station 946+40.7085 | | | 0230 301A012 10522.000 SQYD| 6.00000 63132.00| 6.75000 71023.50| 5.75000 60501.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0240 502A000 260821.000 LB | 0.48000 125194.08| 0.41000 106936.61| 0.48000 125194.08 Steel Reinforcement | | | 0250 502B000 LUMP| 60000.00000 60000.00| 44000.00000 44000.00| 47000.00000 47000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 946+40.7085, | | | APPROX 104750 LBS | | | 0260 505A002 2.000 EACH| 2500.00000 5000.00| 2100.00000 4200.00| 2000.00000 4000.00 Steel Test Piles (HP 12x53) | | | 0270 505B057 2.000 EACH| 2600.00000 5200.00| 1700.00000 3400.00| 2000.00000 4000.00 Static Loading Tests (HP 12x53) | | | 0280 505M002 5253.000 LF | 20.00000 105060.00| 21.69000 113937.57| 21.00000 110313.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0290 508A000 6840.000 LB | 2.60000 17784.00| 2.36000 16142.40| 2.50000 17100.00 Structural Steel | | | 0300 508B000 1.000 EACH| 710000.00000 710000.00| 660000.00000 660000.00| 560000.00000 560000.00 Structural Steel Superstructure, 107' | | | 10 3/4"-134'-107' 10 3/4"CONTINUOUS | | | 0310 510A000 413.000 CUYD| 365.00000 150745.00| 426.00000 175938.00| 550.00000 227150.00 Bridge Substructure Concrete, Class A | | | 0320 510C051 LUMP| 140000.00000 140000.00| 136000.00000 136000.00| 220000.00000 220000.00 Bridge Concrete Superstructure, STA. | | | 946+40.7085, APPROX. 400 CU YDS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 04014 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 510E000 1391.000 SQYD| 2.25000 3129.75| 2.00000 2782.00| 1.90000 2642.90 Grooving Concrete Bridge Decks | | | 0340 511A004 24.000 EACH| 620.00000 14880.00| 574.00000 13776.00| 650.00000 15600.00 Elastomeric Bearings, Type 4 | | | 0350 524A010 559.000 CUYD| 275.00000 153725.00| 330.00000 184470.00| 275.00000 153725.00 Culvert Concrete | | | 0360 524B011 479.000 CUYD| 250.00000 119750.00| 250.00000 119750.00| 250.00000 119750.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0370 529A010 4258.000 SQFT| 31.80000 135404.40| 18.50000 78773.00| 31.50000 134127.00 Retaining Wall | | | 0380 530A001 2820.000 LF | 18.00000 50760.00| 18.00000 50760.00| 17.00000 47940.00 18" Roadway Pipe (Class 3 R.C.) | | | 0390 530A004 400.000 LF | 35.00000 14000.00| 40.00000 16000.00| 40.00000 16000.00 36" Roadway Pipe (Class 3 R.C.) | | | 0400 530A101 44.000 LF | 30.00000 1320.00| 28.00000 1232.00| 28.00000 1232.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0410 530A102 8.000 LF | 45.00000 360.00| 65.00000 520.00| 45.00000 360.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0420 530A201 138.000 LF | 24.50000 3381.00| 20.00000 2760.00| 21.00000 2898.00 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0430 530A800 6.000 LF | 30.00000 180.00| 35.00000 210.00| 30.00000 180.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0440 530B008 156.000 LF | 120.00000 18720.00| 128.00000 19968.00| 145.00000 22620.00 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0450 535A001 564.000 LF | 18.00000 10152.00| 16.00000 9024.00| 19.00000 10716.00 18" Side Drain Pipe | | | 0460 535A002 160.000 LF | 24.50000 3920.00| 22.00000 3520.00| 22.00000 3520.00 24" Side Drain Pipe | | | 0470 535A004 44.000 LF | 43.00000 1892.00| 35.00000 1540.00| 44.00000 1936.00 36" Side Drain Pipe | | | 0480 535A651 774.000 LF | 18.00000 13932.00| 16.00000 12384.00| 17.00000 13158.00 18" Side Drain Pipe (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 04014 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 535A652 144.000 LF | 24.50000 3528.00| 22.00000 3168.00| 22.00000 3168.00 24" Side Drain Pipe (Temporary) | | | 0500 535B013 176.000 LF | 35.00000 6160.00| 33.00000 5808.00| 35.00000 6160.00 44" Span, 27" Rise Side Drain Pipe | | | 0510 535B018 276.000 LF | 75.00000 20700.00| 65.00000 17940.00| 75.00000 20700.00 73" Span, 45" Rise Side Drain Pipe | | | 0520 600A000 LUMP| 231310.00000 231310.00| 345000.00000 345000.00| 235000.00000 235000.00 Mobilization | | | 0530 601A000 1.000 EACH| 500.00000 500.00| 1.00000 1.00| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0540 602A000 57.000 EACH| 80.00000 4560.00| 80.00000 4560.00| 75.00000 4275.00 Right Of Way Markers | | | 0550 603C000 1.000 EACH| 16500.00000 16500.00| 21500.00000 21500.00| 15000.00000 15000.00 Furnishing Type 1 Field Office (State | | | Retained) | | | 0560 606A000 1000.000 LF | 0.01000 10.00| 0.01000 10.00| 10.00000 10000.00 6" Underdrain Pipe | | | 0570 610C001 1696.000 TON | 18.75000 31800.00| 25.00000 42400.00| 20.50000 34768.00 Loose Riprap, Class 2 | | | 0580 610D000 1338.000 SQYD| 1.75000 2341.50| 3.00000 4014.00| 1.75000 2341.50 Filter Blanket | | | 0590 614A000 866.000 CUYD| 183.75000 159127.50| 175.00000 151550.00| 125.00000 108250.00 Slope Paving | | | 0600 614A001 120.000 CUYD| 204.75000 24570.00| 100.00000 12000.00| 175.00000 21000.00 Slope Paving (Under Bridges) | | | 0610 619A002 22.000 EACH| 475.00000 10450.00| 350.00000 7700.00| 550.00000 12100.00 18" Roadway Pipe End Treatment, Class 1 | | | 0620 619A005 3.000 EACH| 900.00000 2700.00| 650.00000 1950.00| 775.00000 2325.00 36" Roadway Pipe End Treatment, Class 1 | | | 0630 619A101 18.000 EACH| 450.00000 8100.00| 350.00000 6300.00| 650.00000 11700.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0640 619A102 6.000 EACH| 600.00000 3600.00| 375.00000 2250.00| 750.00000 4500.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0650 619A129 2.000 EACH| 1350.00000 2700.00| 1500.00000 3000.00| 850.00000 1700.00 36" Side Drain Pipe End Treatment, | | | Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 04014 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 619B023 1.000 EACH| 1350.00000 1350.00| 1150.00000 1150.00| 975.00000 975.00 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0670 619B119 6.000 EACH| 950.00000 5700.00| 650.00000 3900.00| 875.00000 5250.00 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0680 619B149 8.000 EACH| 2150.00000 17200.00| 2100.00000 16800.00| 2650.00000 21200.00 73" Span, 45" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0690 620A000 4.000 CUYD| 750.00000 3000.00| 550.00000 2200.00| 400.00000 1600.00 Minor Structure Concrete | | | 0700 621A000 6.000 EACH| 1850.00000 11100.00| 1500.00000 9000.00| 1850.00000 11100.00 Junction Boxes, Type 1, 1P Or 5 | | | 0710 621A001 1.000 EACH| 1950.00000 1950.00| 1800.00000 1800.00| 2050.00000 2050.00 Junction Boxes, Type 1, 2P Or 5 | | | 0720 621A010 2.000 EACH| 1100.00000 2200.00| 1200.00000 2400.00| 2550.00000 5100.00 Junction Boxes, Type 3 | | | 0730 621A013 1.000 EACH| 7500.00000 7500.00| 2000.00000 2000.00| 1850.00000 1850.00 Junction Boxes, Type Special | | | 0740 621C020 29.000 EACH| 1650.00000 47850.00| 1600.00000 46400.00| 1500.00000 43500.00 Inlets, Type Y | | | 0750 621C038 1.000 EACH| 4590.00000 4590.00| 7500.00000 7500.00| 4800.00000 4800.00 Inlets, Type CD (Modified) | | | 0760 621D019 48.000 EACH| 450.00000 21600.00| 375.00000 18000.00| 500.00000 24000.00 Inlet Units, Type Y | | | 0770 621I001 2.000 EACH| 5000.00000 10000.00| 4500.00000 9000.00| 5200.00000 10400.00 Stilling Basins, Type 1 | | | 0780 635B001 3.000 EACH| 500.00000 1500.00| 80.00000 240.00| 100.00000 300.00 Gate, 14 Feet Wide | | | 0790 636A000 2325.000 LF | 2.25000 5231.25| 4.00000 9300.00| 2.70000 6277.50 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0800 641A001 1590.000 LF | 4.62000 7345.80| 6.10000 9699.00| 8.58000 13642.20 3/4 Inch Copper Water Pipe Laid (Type K | | | 0810 641A002 1370.000 LF | 5.59000 7658.30| 7.35000 10069.50| 9.91000 13576.70 1 Inch Copper Water Pipe Laid (Type K) | | | 0820 641A003 430.000 LF | 9.30000 3999.00| 8.25000 3547.50| 10.86000 4669.80 1 1/2 Inch Copper Water Pipe Laid (Type | | | K) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 04014 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 641A062 388.000 LF | 7.66000 2972.08| 15.25000 5917.00| 16.16000 6270.08 3 Inch P.V.C. Water Main Laid | | | 0840 643A000 16.000 EACH| 450.00000 7200.00| 480.00000 7680.00| 720.80000 11532.80 Water Meters Reset | | | 0850 649A005 190.000 LF | 20.00000 3800.00| 52.10000 9899.00| 68.90000 13091.00 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 0860 649A021 60.000 LF | 40.00000 2400.00| 52.10000 3126.00| 68.90000 4134.00 8 Inch Encasement Pipe, Type 2 | | | Installation | | | 0870 650B000 14389.000 CUYD| 1.85000 26619.65| 3.50000 50361.50| 3.00000 43167.00 Topsoil From Stockpiles | | | 0880 652A056 38.000 ACRE| 500.00000 19000.00| 900.00000 34200.00| 373.00000 14174.00 Seeding (Mix 2E) | | | 0890 652C000 61.000 ACRE| 45.00000 2745.00| 45.00000 2745.00| 20.00000 1220.00 Mowing | | | 0900 654A000 3229.000 SQYD| 4.00000 12916.00| 3.00000 9687.00| 2.25000 7265.25 Solid Sodding | | | 0910 656A000 34.000 ACRE| 450.00000 15300.00| 850.00000 28900.00| 360.00000 12240.00 Mulching, Class A, Type 1 | | | 0920 656A001 4.000 ACRE| 450.00000 1800.00| 850.00000 3400.00| 370.00000 1480.00 Mulching, Class A, Type 2 | | | 0930 665A000 49.000 ACRE| 330.00000 16170.00| 1.00000 49.00| 240.00000 11760.00 Temporary Seeding | | | 0940 665B000 30.000 ACRE| 440.00000 13200.00| 1.00000 30.00| 260.00000 7800.00 Temporary Mulching | | | 0950 665F000 600.000 EACH| 6.00000 3600.00| 5.00000 3000.00| 6.00000 3600.00 Hay Bales | | | 0960 665H000 2.000 EACH| 100.00000 200.00| 500.00000 1000.00| 1000.00000 2000.00 Erosion Control Check Dams, Type 1 | | | 0970 665I000 182.000 TON | 22.00000 4004.00| 25.00000 4550.00| 20.50000 3731.00 Temporary Riprap, Class 2 | | | 0980 665J000 10100.000 LF | 3.00000 30300.00| 4.00000 40400.00| 2.50000 25250.00 Silt Fence, Type A | | | 0990 665K000 140.000 CUYD| 5.00000 700.00| 8.50000 1190.00| 10.00000 1400.00 Drainage Sump Excavation | | | 1000 665L000 450.000 LF | 12.00000 5400.00| 20.00000 9000.00| 20.00000 9000.00 Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 04014 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 666A001 61.000 ACRE| 0.01000 0.61| 0.01000 0.61| 1.00000 61.00 Pest Control Treatment | | | 1020 680A000 LUMP| 31975.00000 31975.00| 50000.00000 50000.00| 85000.00000 85000.00 Engineering Controls | | | 1030 726A000 360.000 LF | 20.00000 7200.00| 20.00000 7200.00| 20.00000 7200.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1040 740B000 632.000 SQFT| 10.00000 6320.00| 9.00000 5688.00| 10.00000 6320.00 Construction Signs | | | 1050 740D000 150.000 EACH| 35.00000 5250.00| 60.00000 9000.00| 65.00000 9750.00 Channelizing Drums | | | 1060 740E000 200.000 EACH| 0.01000 2.00| 0.01000 2.00| 15.00000 3000.00 Cones (36 Inches High) | | | 1070 740F002 10.000 EACH| 235.00000 2350.00| 475.00000 4750.00| 195.00000 1950.00 Barricades, Type III | | | 1080 740I005 6.000 EACH| 400.00000 2400.00| 575.00000 3450.00| 375.00000 2250.00 Warning Lights, Type B (Detachable Head | | | 1090 740M001 200.000 EACH| 0.01000 2.00| 0.01000 2.00| 6.00000 1200.00 Ballast For Cone | | | 1100 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 | $ 3,937,851.17| $ 4,026,351.92| $ 4,544,554.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,937,851.17| $ 4,026,351.92| $ 4,544,554.86 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 07003 |( 6 ) 19047 |BOYD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 347423.65000 347423.65| 322000.00000 322000.00| 185000.00000 185000.00 Clearing & Grubbing (Approximately 77 | | | Acres) | | | 0020 205A001 1.000 EACH| 300.00000 300.00| 120.00000 120.00| 2000.00000 2000.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 300.00000 300.00| 120.00000 120.00| 500.00000 500.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 300.00000 300.00| 120.00000 120.00| 1200.00000 1200.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 300.00000 300.00| 120.00000 120.00| 500.00000 500.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 300.00000 300.00| 120.00000 120.00| 500.00000 500.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 300.00000 300.00| 120.00000 120.00| 800.00000 800.00 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 300.00000 300.00| 120.00000 120.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 300.00000 300.00| 120.00000 120.00| 500.00000 500.00 Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 300.00000 300.00| 120.00000 120.00| 1800.00000 1800.00 Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 330.00000 330.00| 120.00000 120.00| 600.00000 600.00 Removal Of Structures, Structure No. 10 | | | 0120 206C023 2506.000 SQYD| 3.00000 7518.00| 0.60000 1503.60| 4.00000 10024.00 Removing Riprap | | | 0130 206D000 755.000 LF | 5.00000 3775.00| 3.00000 2265.00| 4.00000 3020.00 Removing Pipe | | | 0140 206E000 8.000 EACH| 150.00000 1200.00| 100.00000 800.00| 300.00000 2400.00 Removing Headwalls | | | 0150 210A000 195074.000 CUYD| 0.97000 189221.78| 2.00000 390148.00| 1.95000 380394.30 Unclassified Excavation | | | 0160 210C000 3872.000 CUYD| 10.00000 38720.00| 8.00000 30976.00| 6.00000 23232.00 Muck Excavation | | | 0170 210D000 333029.000 CUYD| 1.85000 616103.65| 1.00000 333029.00| 3.10000 1032389.90 Borrow Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 07003 |( 6 ) 19047 |BOYD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 210F001 10869.000 TON | 17.50000 190207.50| 20.00000 217380.00| 12.50000 135862.50 Borrow Excavation (Underwater | | | Embankment) | | | 0190 214A000 5075.000 CUYD| 8.00000 40600.00| 8.00000 40600.00| 8.00000 40600.00 Structure Excavation | | | 0200 214B001 1484.000 CUYD| 22.50000 33390.00| 27.00000 40068.00| 26.00000 38584.00 Foundation Backfill, Commercial | | | 0210 215A000 326.000 CUYD| 9.12000 2973.12| 11.00000 3586.00| 20.00000 6520.00 Unclassified Bridge Excavation | | | 0220 215B000 LUMP| 90764.63000 90764.63| 60000.00000 60000.00| 80000.00000 80000.00 Cofferdams Or Sheeting And Shoring , | | | Station 946+40.7085 | | | 0230 301A012 10522.000 SQYD| 6.25000 65762.50| 6.00000 63132.00| 7.55000 79441.10 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0240 502A000 260821.000 LB | 0.42000 109544.82| 0.50000 130410.50| 0.50000 130410.50 Steel Reinforcement | | | 0250 502B000 LUMP| 43749.96000 43749.96| 47000.00000 47000.00| 52000.00000 52000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 946+40.7085, | | | APPROX 104750 LBS | | | 0260 505A002 2.000 EACH| 2108.85000 4217.70| 2000.00000 4000.00| 3500.00000 7000.00 Steel Test Piles (HP 12x53) | | | 0270 505B057 2.000 EACH| 1611.55000 3223.10| 2000.00000 4000.00| 3500.00000 7000.00 Static Loading Tests (HP 12x53) | | | 0280 505M002 5253.000 LF | 21.69000 113937.57| 21.00000 110313.00| 24.00000 126072.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0290 508A000 6840.000 LB | 2.36000 16142.40| 2.50000 17100.00| 3.50000 23940.00 Structural Steel | | | 0300 508B000 1.000 EACH| 680179.87000 680179.87| 600000.00000 600000.00| 626000.00000 626000.00 Structural Steel Superstructure, 107' | | | 10 3/4"-134'-107' 10 3/4"CONTINUOUS | | | 0310 510A000 413.000 CUYD| 425.27000 175636.51| 550.00000 227150.00| 450.00000 185850.00 Bridge Substructure Concrete, Class A | | | 0320 510C051 LUMP| 135717.12000 135717.12| 220000.00000 220000.00| 163600.00000 163600.00 Bridge Concrete Superstructure, STA. | | | 946+40.7085, APPROX. 400 CU YDS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 07003 |( 6 ) 19047 |BOYD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 510E000 1391.000 SQYD| 2.01000 2795.91| 1.90000 2642.90| 3.00000 4173.00 Grooving Concrete Bridge Decks | | | 0340 511A004 24.000 EACH| 574.00000 13776.00| 650.00000 15600.00| 625.00000 15000.00 Elastomeric Bearings, Type 4 | | | 0350 524A010 559.000 CUYD| 260.00000 145340.00| 330.00000 184470.00| 260.00000 145340.00 Culvert Concrete | | | 0360 524B011 479.000 CUYD| 260.00000 124540.00| 340.00000 162860.00| 238.00000 114002.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0370 529A010 4258.000 SQFT| 21.50000 91547.00| 21.50000 91547.00| 17.00000 72386.00 Retaining Wall | | | 0380 530A001 2820.000 LF | 18.25000 51465.00| 17.00000 47940.00| 17.00000 47940.00 18" Roadway Pipe (Class 3 R.C.) | | | 0390 530A004 400.000 LF | 45.00000 18000.00| 43.00000 17200.00| 38.00000 15200.00 36" Roadway Pipe (Class 3 R.C.) | | | 0400 530A101 44.000 LF | 18.25000 803.00| 21.00000 924.00| 24.00000 1056.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0410 530A102 8.000 LF | 65.00000 520.00| 31.00000 248.00| 40.00000 320.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0420 530A201 138.000 LF | 19.88000 2743.44| 17.00000 2346.00| 22.00000 3036.00 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0430 530A800 6.000 LF | 17.40000 104.40| 14.00000 84.00| 60.00000 360.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0440 530B008 156.000 LF | 126.75000 19773.00| 123.00000 19188.00| 168.00000 26208.00 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0450 535A001 564.000 LF | 17.50000 9870.00| 12.50000 7050.00| 21.00000 11844.00 18" Side Drain Pipe | | | 0460 535A002 160.000 LF | 23.82000 3811.20| 18.00000 2880.00| 26.00000 4160.00 24" Side Drain Pipe | | | 0470 535A004 44.000 LF | 31.50000 1386.00| 35.00000 1540.00| 35.00000 1540.00 36" Side Drain Pipe | | | 0480 535A651 774.000 LF | 17.50000 13545.00| 12.00000 9288.00| 20.00000 15480.00 18" Side Drain Pipe (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 07003 |( 6 ) 19047 |BOYD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 535A652 144.000 LF | 19.85000 2858.40| 17.00000 2448.00| 24.00000 3456.00 24" Side Drain Pipe (Temporary) | | | 0500 535B013 176.000 LF | 30.50000 5368.00| 30.00000 5280.00| 34.00000 5984.00 44" Span, 27" Rise Side Drain Pipe | | | 0510 535B018 276.000 LF | 62.50000 17250.00| 49.00000 13524.00| 64.00000 17664.00 73" Span, 45" Rise Side Drain Pipe | | | 0520 600A000 LUMP| 303863.37000 303863.37| 390000.00000 390000.00| 325000.00000 325000.00 Mobilization | | | 0530 601A000 1.000 EACH| 10000.00000 10000.00| 9000.00000 9000.00| 12000.00000 12000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0540 602A000 57.000 EACH| 105.00000 5985.00| 110.00000 6270.00| 150.00000 8550.00 Right Of Way Markers | | | 0550 603C000 1.000 EACH| 12000.00000 12000.00| 15000.00000 15000.00| 22000.00000 22000.00 Furnishing Type 1 Field Office (State | | | Retained) | | | 0560 606A000 1000.000 LF | 8.00000 8000.00| 7.00000 7000.00| 6.00000 6000.00 6" Underdrain Pipe | | | 0570 610C001 1696.000 TON | 22.50000 38160.00| 19.00000 32224.00| 25.00000 42400.00 Loose Riprap, Class 2 | | | 0580 610D000 1338.000 SQYD| 2.25000 3010.50| 1.80000 2408.40| 3.50000 4683.00 Filter Blanket | | | 0590 614A000 866.000 CUYD| 190.00000 164540.00| 144.00000 124704.00| 175.00000 151550.00 Slope Paving | | | 0600 614A001 120.000 CUYD| 225.00000 27000.00| 208.00000 24960.00| 205.00000 24600.00 Slope Paving (Under Bridges) | | | 0610 619A002 22.000 EACH| 450.00000 9900.00| 310.00000 6820.00| 425.00000 9350.00 18" Roadway Pipe End Treatment, Class 1 | | | 0620 619A005 3.000 EACH| 850.00000 2550.00| 665.00000 1995.00| 550.00000 1650.00 36" Roadway Pipe End Treatment, Class 1 | | | 0630 619A101 18.000 EACH| 450.00000 8100.00| 330.00000 5940.00| 400.00000 7200.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0640 619A102 6.000 EACH| 550.00000 3300.00| 370.00000 2220.00| 475.00000 2850.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0650 619A129 2.000 EACH| 1550.00000 3100.00| 580.00000 1160.00| 1200.00000 2400.00 36" Side Drain Pipe End Treatment, | | | Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 07003 |( 6 ) 19047 |BOYD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 619B023 1.000 EACH| 2850.00000 2850.00| 2440.00000 2440.00| 1500.00000 1500.00 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0670 619B119 6.000 EACH| 1500.00000 9000.00| 975.00000 5850.00| 1100.00000 6600.00 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0680 619B149 8.000 EACH| 2665.00000 21320.00| 1200.00000 9600.00| 2300.00000 18400.00 73" Span, 45" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0690 620A000 4.000 CUYD| 550.00000 2200.00| 270.00000 1080.00| 750.00000 3000.00 Minor Structure Concrete | | | 0700 621A000 6.000 EACH| 1500.00000 9000.00| 880.00000 5280.00| 1750.00000 10500.00 Junction Boxes, Type 1, 1P Or 5 | | | 0710 621A001 1.000 EACH| 2500.00000 2500.00| 1140.00000 1140.00| 1500.00000 1500.00 Junction Boxes, Type 1, 2P Or 5 | | | 0720 621A010 2.000 EACH| 3200.00000 6400.00| 1700.00000 3400.00| 1300.00000 2600.00 Junction Boxes, Type 3 | | | 0730 621A013 1.000 EACH| 5200.00000 5200.00| 8700.00000 8700.00| 5000.00000 5000.00 Junction Boxes, Type Special | | | 0740 621C020 29.000 EACH| 1595.00000 46255.00| 1230.00000 35670.00| 1300.00000 37700.00 Inlets, Type Y | | | 0750 621C038 1.000 EACH| 2850.00000 2850.00| 5800.00000 5800.00| 5000.00000 5000.00 Inlets, Type CD (Modified) | | | 0760 621D019 48.000 EACH| 450.00000 21600.00| 475.00000 22800.00| 300.00000 14400.00 Inlet Units, Type Y | | | 0770 621I001 2.000 EACH| 8650.00000 17300.00| 5600.00000 11200.00| 5000.00000 10000.00 Stilling Basins, Type 1 | | | 0780 635B001 3.000 EACH| 475.00000 1425.00| 490.00000 1470.00| 125.00000 375.00 Gate, 14 Feet Wide | | | 0790 636A000 2325.000 LF | 1.20000 2790.00| 4.00000 9300.00| 4.00000 9300.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0800 641A001 1590.000 LF | 9.00000 14310.00| 9.00000 14310.00| 10.50000 16695.00 3/4 Inch Copper Water Pipe Laid (Type K | | | 0810 641A002 1370.000 LF | 9.50000 13015.00| 11.00000 15070.00| 12.60000 17262.00 1 Inch Copper Water Pipe Laid (Type K) | | | 0820 641A003 430.000 LF | 12.00000 5160.00| 13.00000 5590.00| 15.75000 6772.50 1 1/2 Inch Copper Water Pipe Laid (Type | | | K) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 07003 |( 6 ) 19047 |BOYD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 641A062 388.000 LF | 9.75000 3783.00| 9.00000 3492.00| 18.11000 7026.68 3 Inch P.V.C. Water Main Laid | | | 0840 643A000 16.000 EACH| 450.00000 7200.00| 280.00000 4480.00| 735.00000 11760.00 Water Meters Reset | | | 0850 649A005 190.000 LF | 21.68000 4119.20| 98.00000 18620.00| 52.00000 9880.00 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 0860 649A021 60.000 LF | 220.00000 13200.00| 115.00000 6900.00| 94.50000 5670.00 8 Inch Encasement Pipe, Type 2 | | | Installation | | | 0870 650B000 14389.000 CUYD| 2.10000 30216.90| 2.70000 38850.30| 3.75000 53958.75 Topsoil From Stockpiles | | | 0880 652A056 38.000 ACRE| 470.00000 17860.00| 495.00000 18810.00| 392.00000 14896.00 Seeding (Mix 2E) | | | 0890 652C000 61.000 ACRE| 50.00000 3050.00| 160.00000 9760.00| 22.00000 1342.00 Mowing | | | 0900 654A000 3229.000 SQYD| 4.00000 12916.00| 3.80000 12270.20| 2.36000 7620.44 Solid Sodding | | | 0910 656A000 34.000 ACRE| 470.00000 15980.00| 490.00000 16660.00| 378.00000 12852.00 Mulching, Class A, Type 1 | | | 0920 656A001 4.000 ACRE| 500.00000 2000.00| 490.00000 1960.00| 389.00000 1556.00 Mulching, Class A, Type 2 | | | 0930 665A000 49.000 ACRE| 400.00000 19600.00| 300.00000 14700.00| 264.00000 12936.00 Temporary Seeding | | | 0940 665B000 30.000 ACRE| 400.00000 12000.00| 300.00000 9000.00| 286.00000 8580.00 Temporary Mulching | | | 0950 665F000 600.000 EACH| 5.00000 3000.00| 6.00000 3600.00| 6.00000 3600.00 Hay Bales | | | 0960 665H000 2.000 EACH| 2500.00000 5000.00| 600.00000 1200.00| 1000.00000 2000.00 Erosion Control Check Dams, Type 1 | | | 0970 665I000 182.000 TON | 22.50000 4095.00| 8.00000 1456.00| 30.00000 5460.00 Temporary Riprap, Class 2 | | | 0980 665J000 10100.000 LF | 1.95000 19695.00| 3.50000 35350.00| 3.50000 35350.00 Silt Fence, Type A | | | 0990 665K000 140.000 CUYD| 10.00000 1400.00| 14.00000 1960.00| 10.00000 1400.00 Drainage Sump Excavation | | | 1000 665L000 450.000 LF | 12.00000 5400.00| 10.00000 4500.00| 13.25000 5962.50 Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02091 |( 5 ) 07003 |( 6 ) 19047 |BOYD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 666A001 61.000 ACRE| 25.00000 1525.00| 10.00000 610.00| 1.00000 61.00 Pest Control Treatment | | | 1020 680A000 LUMP| 90000.00000 90000.00| 330000.00000 330000.00| 45000.00000 45000.00 Engineering Controls | | | 1030 726A000 360.000 LF | 65.00000 23400.00| 23.00000 8280.00| 22.00000 7920.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1040 740B000 632.000 SQFT| 11.69000 7388.08| 9.00000 5688.00| 7.35000 4645.20 Construction Signs | | | 1050 740D000 150.000 EACH| 225.00000 33750.00| 65.00000 9750.00| 5.00000 750.00 Channelizing Drums | | | 1060 740E000 200.000 EACH| 65.00000 13000.00| 25.00000 5000.00| 5.75000 1150.00 Cones (36 Inches High) | | | 1070 740F002 10.000 EACH| 270.00000 2700.00| 185.00000 1850.00| 200.00000 2000.00 Barricades, Type III | | | 1080 740I005 6.000 EACH| 600.00000 3600.00| 400.00000 2400.00| 350.00000 2100.00 Warning Lights, Type B (Detachable Head | | | 1090 740M001 200.000 EACH| 8.00000 1600.00| 7.00000 1400.00| 2.00000 400.00 Ballast For Cone | | | 1100 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 | $ 4,582,297.28| $ 4,814,268.90| $ 4,910,703.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,582,297.28| $ 4,814,268.90| $ 4,910,703.37 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 18005 |( 8 ) 19095 |( ) |GRADY RALLS & SONS, INC. |SUMMIT DEVELOPMENT COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 218431.51000 218431.51| 600000.00000 600000.00| Clearing & Grubbing (Approximately 77 | | | Acres) | | | 0020 205A001 1.000 EACH| 1000.00000 1000.00| 7500.00000 7500.00| Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 500.00000 500.00| 2200.00000 2200.00| Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1500.00000 1500.00| 3500.00000 3500.00| Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 1500.00000 1500.00| 6000.00000 6000.00| Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 2500.00000 2500.00| 4500.00000 4500.00| Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 500.00000 500.00| 2500.00000 2500.00| Removal Of Structures, Structure No. 10 | | | 0120 206C023 2506.000 SQYD| 6.00000 15036.00| 5.00000 12530.00| Removing Riprap | | | 0130 206D000 755.000 LF | 8.00000 6040.00| 10.00000 7550.00| Removing Pipe | | | 0140 206E000 8.000 EACH| 75.00000 600.00| 500.00000 4000.00| Removing Headwalls | | | 0150 210A000 195074.000 CUYD| 1.35000 263349.90| 1.85000 360886.90| Unclassified Excavation | | | 0160 210C000 3872.000 CUYD| 3.75000 14520.00| 15.00000 58080.00| Muck Excavation | | | 0170 210D000 333029.000 CUYD| 3.85000 1282161.65| 0.50000 166514.50| Borrow Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 18005 |( 8 ) 19095 |( ) |GRADY RALLS & SONS, INC. |SUMMIT DEVELOPMENT COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 210F001 10869.000 TON | 8.10000 88038.90| 22.50000 244552.50| Borrow Excavation (Underwater | | | Embankment) | | | 0190 214A000 5075.000 CUYD| 5.00000 25375.00| 7.00000 35525.00| Structure Excavation | | | 0200 214B001 1484.000 CUYD| 30.00000 44520.00| 30.00000 44520.00| Foundation Backfill, Commercial | | | 0210 215A000 326.000 CUYD| 10.00000 3260.00| 10.00000 3260.00| Unclassified Bridge Excavation | | | 0220 215B000 LUMP| 60000.00000 60000.00| 60000.00000 60000.00| Cofferdams Or Sheeting And Shoring , | | | Station 946+40.7085 | | | 0230 301A012 10522.000 SQYD| 6.35000 66814.70| 15.00000 157830.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0240 502A000 260821.000 LB | 0.45000 117369.45| 0.48000 125194.08| Steel Reinforcement | | | 0250 502B000 LUMP| 47000.00000 47000.00| 47000.00000 47000.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 946+40.7085, | | | APPROX 104750 LBS | | | 0260 505A002 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Steel Test Piles (HP 12x53) | | | 0270 505B057 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Static Loading Tests (HP 12x53) | | | 0280 505M002 5253.000 LF | 21.00000 110313.00| 21.00000 110313.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0290 508A000 6840.000 LB | 2.50000 17100.00| 2.50000 17100.00| Structural Steel | | | 0300 508B000 1.000 EACH| 600000.00000 600000.00| 600000.00000 600000.00| Structural Steel Superstructure, 107' | | | 10 3/4"-134'-107' 10 3/4"CONTINUOUS | | | 0310 510A000 413.000 CUYD| 550.00000 227150.00| 550.00000 227150.00| Bridge Substructure Concrete, Class A | | | 0320 510C051 LUMP| 220000.00000 220000.00| 220000.00000 220000.00| Bridge Concrete Superstructure, STA. | | | 946+40.7085, APPROX. 400 CU YDS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 18005 |( 8 ) 19095 |( ) |GRADY RALLS & SONS, INC. |SUMMIT DEVELOPMENT COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 510E000 1391.000 SQYD| 1.90000 2642.90| 1.90000 2642.90| Grooving Concrete Bridge Decks | | | 0340 511A004 24.000 EACH| 650.00000 15600.00| 650.00000 15600.00| Elastomeric Bearings, Type 4 | | | 0350 524A010 559.000 CUYD| 275.00000 153725.00| 275.00000 153725.00| Culvert Concrete | | | 0360 524B011 479.000 CUYD| 250.00000 119750.00| 250.00000 119750.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0370 529A010 4258.000 SQFT| 21.14000 90014.12| 35.00000 149030.00| Retaining Wall | | | 0380 530A001 2820.000 LF | 21.00000 59220.00| 23.00000 64860.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0390 530A004 400.000 LF | 38.00000 15200.00| 50.00000 20000.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0400 530A101 44.000 LF | 28.00000 1232.00| 23.00000 1012.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0410 530A102 8.000 LF | 28.00000 224.00| 40.00000 320.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0420 530A201 138.000 LF | 19.00000 2622.00| 25.00000 3450.00| 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0430 530A800 6.000 LF | 19.00000 114.00| 40.00000 240.00| 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0440 530B008 156.000 LF | 145.00000 22620.00| 150.00000 23400.00| 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0450 535A001 564.000 LF | 18.00000 10152.00| 18.00000 10152.00| 18" Side Drain Pipe | | | 0460 535A002 160.000 LF | 24.00000 3840.00| 23.00000 3680.00| 24" Side Drain Pipe | | | 0470 535A004 44.000 LF | 38.00000 1672.00| 35.00000 1540.00| 36" Side Drain Pipe | | | 0480 535A651 774.000 LF | 18.00000 13932.00| 18.00000 13932.00| 18" Side Drain Pipe (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 18005 |( 8 ) 19095 |( ) |GRADY RALLS & SONS, INC. |SUMMIT DEVELOPMENT COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 535A652 144.000 LF | 24.00000 3456.00| 25.00000 3600.00| 24" Side Drain Pipe (Temporary) | | | 0500 535B013 176.000 LF | 58.00000 10208.00| 35.00000 6160.00| 44" Span, 27" Rise Side Drain Pipe | | | 0510 535B018 276.000 LF | 175.00000 48300.00| 50.00000 13800.00| 73" Span, 45" Rise Side Drain Pipe | | | 0520 600A000 LUMP| 277222.10000 277222.10| 600000.00000 600000.00| Mobilization | | | 0530 601A000 1.000 EACH| 12000.00000 12000.00| 8500.00000 8500.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0540 602A000 57.000 EACH| 75.00000 4275.00| 150.00000 8550.00| Right Of Way Markers | | | 0550 603C000 1.000 EACH| 10000.00000 10000.00| 25000.00000 25000.00| Furnishing Type 1 Field Office (State | | | Retained) | | | 0560 606A000 1000.000 LF | 8.75000 8750.00| 11.00000 11000.00| 6" Underdrain Pipe | | | 0570 610C001 1696.000 TON | 27.00000 45792.00| 28.00000 47488.00| Loose Riprap, Class 2 | | | 0580 610D000 1338.000 SQYD| 1.95000 2609.10| 2.75000 3679.50| Filter Blanket | | | 0590 614A000 866.000 CUYD| 175.00000 151550.00| 175.00000 151550.00| Slope Paving | | | 0600 614A001 120.000 CUYD| 195.00000 23400.00| 195.00000 23400.00| Slope Paving (Under Bridges) | | | 0610 619A002 22.000 EACH| 475.00000 10450.00| 475.00000 10450.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0620 619A005 3.000 EACH| 900.00000 2700.00| 900.00000 2700.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0630 619A101 18.000 EACH| 450.00000 8100.00| 450.00000 8100.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0640 619A102 6.000 EACH| 600.00000 3600.00| 600.00000 3600.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0650 619A129 2.000 EACH| 1350.00000 2700.00| 1350.00000 2700.00| 36" Side Drain Pipe End Treatment, | | | Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 18005 |( 8 ) 19095 |( ) |GRADY RALLS & SONS, INC. |SUMMIT DEVELOPMENT COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 619B023 1.000 EACH| 1350.00000 1350.00| 1350.00000 1350.00| 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0670 619B119 6.000 EACH| 950.00000 5700.00| 950.00000 5700.00| 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0680 619B149 8.000 EACH| 2150.00000 17200.00| 2150.00000 17200.00| 73" Span, 45" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0690 620A000 4.000 CUYD| 750.00000 3000.00| 1250.00000 5000.00| Minor Structure Concrete | | | 0700 621A000 6.000 EACH| 1850.00000 11100.00| 1850.00000 11100.00| Junction Boxes, Type 1, 1P Or 5 | | | 0710 621A001 1.000 EACH| 1950.00000 1950.00| 1950.00000 1950.00| Junction Boxes, Type 1, 2P Or 5 | | | 0720 621A010 2.000 EACH| 1100.00000 2200.00| 1100.00000 2200.00| Junction Boxes, Type 3 | | | 0730 621A013 1.000 EACH| 7500.00000 7500.00| 7500.00000 7500.00| Junction Boxes, Type Special | | | 0740 621C020 29.000 EACH| 1650.00000 47850.00| 1650.00000 47850.00| Inlets, Type Y | | | 0750 621C038 1.000 EACH| 4590.00000 4590.00| 4590.00000 4590.00| Inlets, Type CD (Modified) | | | 0760 621D019 48.000 EACH| 450.00000 21600.00| 450.00000 21600.00| Inlet Units, Type Y | | | 0770 621I001 2.000 EACH| 5000.00000 10000.00| 5000.00000 10000.00| Stilling Basins, Type 1 | | | 0780 635B001 3.000 EACH| 175.00000 525.00| 100.00000 300.00| Gate, 14 Feet Wide | | | 0790 636A000 2325.000 LF | 3.75000 8718.75| 3.75000 8718.75| Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0800 641A001 1590.000 LF | 4.25000 6757.50| 7.50000 11925.00| 3/4 Inch Copper Water Pipe Laid (Type K | | | 0810 641A002 1370.000 LF | 5.10000 6987.00| 8.00000 10960.00| 1 Inch Copper Water Pipe Laid (Type K) | | | 0820 641A003 430.000 LF | 5.50000 2365.00| 10.00000 4300.00| 1 1/2 Inch Copper Water Pipe Laid (Type | | | K) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 18005 |( 8 ) 19095 |( ) |GRADY RALLS & SONS, INC. |SUMMIT DEVELOPMENT COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 641A062 388.000 LF | 4.10000 1590.80| 12.00000 4656.00| 3 Inch P.V.C. Water Main Laid | | | 0840 643A000 16.000 EACH| 200.00000 3200.00| 650.00000 10400.00| Water Meters Reset | | | 0850 649A005 190.000 LF | 35.00000 6650.00| 25.00000 4750.00| 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 0860 649A021 60.000 LF | 50.00000 3000.00| 125.00000 7500.00| 8 Inch Encasement Pipe, Type 2 | | | Installation | | | 0870 650B000 14389.000 CUYD| 3.85000 55397.65| 6.50000 93528.50| Topsoil From Stockpiles | | | 0880 652A056 38.000 ACRE| 445.00000 16910.00| 500.00000 19000.00| Seeding (Mix 2E) | | | 0890 652C000 61.000 ACRE| 50.00000 3050.00| 50.00000 3050.00| Mowing | | | 0900 654A000 3229.000 SQYD| 3.10000 10009.90| 2.75000 8879.75| Solid Sodding | | | 0910 656A000 34.000 ACRE| 435.00000 14790.00| 500.00000 17000.00| Mulching, Class A, Type 1 | | | 0920 656A001 4.000 ACRE| 435.00000 1740.00| 500.00000 2000.00| Mulching, Class A, Type 2 | | | 0930 665A000 49.000 ACRE| 310.00000 15190.00| 375.00000 18375.00| Temporary Seeding | | | 0940 665B000 30.000 ACRE| 375.00000 11250.00| 375.00000 11250.00| Temporary Mulching | | | 0950 665F000 600.000 EACH| 5.00000 3000.00| 6.00000 3600.00| Hay Bales | | | 0960 665H000 2.000 EACH| 1500.00000 3000.00| 750.00000 1500.00| Erosion Control Check Dams, Type 1 | | | 0970 665I000 182.000 TON | 28.00000 5096.00| 35.00000 6370.00| Temporary Riprap, Class 2 | | | 0980 665J000 10100.000 LF | 3.50000 35350.00| 4.25000 42925.00| Silt Fence, Type A | | | 0990 665K000 140.000 CUYD| 8.00000 1120.00| 25.00000 3500.00| Drainage Sump Excavation | | | 1000 665L000 450.000 LF | 10.00000 4500.00| 20.00000 9000.00| Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020726001 COUNTIES : MONTGOMERY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 18005 |( 8 ) 19095 |( ) |GRADY RALLS & SONS, INC. |SUMMIT DEVELOPMENT COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 666A001 61.000 ACRE| 45.00000 2745.00| 30.00000 1830.00| Pest Control Treatment | | | 1020 680A000 LUMP| 55000.00000 55000.00| 125000.00000 125000.00| Engineering Controls | | | 1030 726A000 360.000 LF | 25.00000 9000.00| 25.00000 9000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1040 740B000 632.000 SQFT| 12.00000 7584.00| 12.00000 7584.00| Construction Signs | | | 1050 740D000 150.000 EACH| 55.00000 8250.00| 75.00000 11250.00| Channelizing Drums | | | 1060 740E000 200.000 EACH| 25.00000 5000.00| 15.00000 3000.00| Cones (36 Inches High) | | | 1070 740F002 10.000 EACH| 275.00000 2750.00| 325.00000 3250.00| Barricades, Type III | | | 1080 740I005 6.000 EACH| 700.00000 4200.00| 850.00000 5100.00| Warning Lights, Type B (Detachable Head | | | 1090 740M001 200.000 EACH| 10.00000 2000.00| 10.00000 2000.00| Ballast For Cone | | | 1100 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,037,618.93| $ 5,268,959.38| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,037,618.93| $ 5,268,959.38| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 325 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MGF-0101(524) for constructing the Grade and Drainage for the Additional Lanes on U.S.#82 from the Mississippi state line to C.R.#75 northeast of Ethelsville. Length - 6.268 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05009 EUTAW CONSTRUCTION COMPANY, INC. $ 3,654,052.20 100.0000% 2 14007 W. S. NEWELL & SONS, INC. $ 3,668,286.32 100.3895% 3 02091 BOYD EXCAVATING, INC. $ 3,700,356.37 101.2672% 4 18024 RACON, INC. $ 3,792,375.83 103.7855% 5 08016 HILL BROTHERS CONSTRUCTION & ENGINEERING COMPANY, INC. $ 4,056,252.90 111.0070% 6 03093 CAMCO CONSTRUCTION COMPANY, INC. $ 4,458,319.46 122.0103% 7 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 4,485,095.75 122.7431% 8 30002 ELLARD CONTRACTING CO., INC. & ELLARD CONSTRUCTION, INC. $ 4,526,050.49 123.8639% 9 16003 PHILLIPS CONTRACTING CO., INC. $ 4,793,583.80 131.1854% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05009 |( 2 ) 14007 |( 3 ) 02091 |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL & SONS, INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 225000.00000 225000.00| 293462.00000 293462.00| 291089.00000 291089.00 Clearing & Grubbing (Approximately 152 | | | ACRES) | | | 0020 206D000 837.000 LF | 3.00000 2511.00| 1.00000 837.00| 4.50000 3766.50 Removing Pipe | | | 0030 206E000 44.000 EACH| 70.00000 3080.00| 100.00000 4400.00| 100.00000 4400.00 Removing Headwalls | | | 0040 206E001 4.000 EACH| 100.00000 400.00| 300.00000 1200.00| 100.00000 400.00 Removing Inlets | | | 0050 206E052 8.000 EACH| 200.00000 1600.00| 300.00000 2400.00| 500.00000 4000.00 Removing Stilling Basin | | | 0060 210A000 675482.000 CUYD| 1.50000 1013223.00| 1.25000 844352.50| 1.12000 756539.84 Unclassified Excavation | | | 0070 210D013 211771.000 CUYD| 2.20000 465896.20| 3.04000 643783.84| 1.73000 366363.83 Borrow Excavation (A-4(0) or Better) | | | 0080 214A000 6811.000 CUYD| 4.00000 27244.00| 2.00000 13622.00| 5.00000 34055.00 Structure Excavation | | | 0090 214B001 2333.000 CUYD| 16.00000 37328.00| 20.00000 46660.00| 20.32000 47406.56 Foundation Backfill, Commercial | | | 0100 260A003 62.000 CUYD| 140.00000 8680.00| 100.00000 6200.00| 185.00000 11470.00 Cement Mortar Flowable Backfill, Mix 4 | | | 0110 430B003 150.000 TON | 14.00000 2100.00| 18.00000 2700.00| 20.32000 3048.00 Aggregate Surfacing (ALDOT#57) | | | 0120 502A000 136625.000 LB | 0.40000 54650.00| 0.40000 54650.00| 0.49000 66946.25 Steel Reinforcement | | | 0130 524B011 715.000 CUYD| 275.00000 196625.00| 275.00000 196625.00| 300.00000 214500.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0140 530A001 2854.000 LF | 18.00000 51372.00| 19.00000 54226.00| 18.25000 52085.50 18" Roadway Pipe (Class 3 R.C.) | | | 0150 530A002 2840.000 LF | 24.00000 68160.00| 23.00000 65320.00| 23.00000 65320.00 24" Roadway Pipe (Class 3 R.C.) | | | 0160 530A003 546.000 LF | 30.00000 16380.00| 30.00000 16380.00| 33.00000 18018.00 30" Roadway Pipe (Class 3 R.C.) | | | 0170 530A004 391.000 LF | 42.00000 16422.00| 37.00000 14467.00| 43.00000 16813.00 36" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05009 |( 2 ) 14007 |( 3 ) 02091 |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL & SONS, INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 530A005 78.000 LF | 50.00000 3900.00| 47.00000 3666.00| 53.00000 4134.00 42" Roadway Pipe (Class 3 R.C.) | | | 0190 530A013 646.000 LF | 27.00000 17442.00| 25.00000 16150.00| 31.00000 20026.00 24" Roadway Pipe (Class 4 R.C.) | | | 0200 530A014 151.000 LF | 35.00000 5285.00| 32.00000 4832.00| 39.50000 5964.50 30" Roadway Pipe (Class 4 R.C.) | | | 0210 530A015 382.000 LF | 48.00000 18336.00| 40.00000 15280.00| 50.00000 19100.00 36" Roadway Pipe (Class 4 R.C.) | | | 0220 530A016 332.000 LF | 55.00000 18260.00| 50.00000 16600.00| 55.50000 18426.00 42" Roadway Pipe (Class 4 R.C.) | | | 0230 530A017 72.000 LF | 67.00000 4824.00| 60.00000 4320.00| 65.00000 4680.00 48" Roadway Pipe (Class 4 R.C.) | | | 0240 530A026 76.000 LF | 55.00000 4180.00| 42.00000 3192.00| 55.00000 4180.00 36" Roadway Pipe (Class 5 R.C.) | | | 0250 530C004 158.000 LF | 185.00000 29230.00| 225.00000 35550.00| 274.00000 43292.00 36" Roadway Pipe, Jacked Installation | | | (Smooth Steel) | | | 0260 535A002 1304.000 LF | 19.00000 24776.00| 22.50000 29340.00| 16.00000 20864.00 24" Side Drain Pipe | | | 0270 535A078 576.000 LF | 16.00000 9216.00| 16.00000 9216.00| 14.50000 8352.00 15" Side Drain Pipe (Class 3 R.C.) | | | 0280 600A000 LUMP| 15000.00000 15000.00| 94124.00000 94124.00| 204565.00000 204565.00 Mobilization | | | 0290 601A000 1.000 EACH| 6000.00000 6000.00| 1500.00000 1500.00| 8000.00000 8000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0300 602A000 11.000 EACH| 60.00000 660.00| 75.00000 825.00| 155.00000 1705.00 Right Of Way Markers | | | 0310 602C000 12.000 EACH| 100.00000 1200.00| 85.00000 1020.00| 175.00000 2100.00 Permanent Easement Marker | | | 0320 603A002 1.000 EACH| 4000.00000 4000.00| 3000.00000 3000.00| 25000.00000 25000.00 Furnishing Type 3 Field Office | | | 0330 603B000 300.000 LF | 15.00000 4500.00| 20.50000 6150.00| 16.50000 4950.00 Furnishing Security Fence | | | 0340 606A012 17880.000 LF | 8.00000 143040.00| 5.00000 89400.00| 8.00000 143040.00 6" Underdrain Pipe, Type 8 | | | 0350 608A000 6000.000 SQYD| 2.00000 12000.00| 2.00000 12000.00| 2.50000 15000.00 Separation Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05009 |( 2 ) 14007 |( 3 ) 02091 |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL & SONS, INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 610C001 5726.000 TON | 22.00000 125972.00| 21.50000 123109.00| 22.50000 128835.00 Loose Riprap, Class 2 | | | 0370 610D000 4521.000 SQYD| 2.50000 11302.50| 1.50000 6781.50| 1.75000 7911.75 Filter Blanket | | | 0380 614A000 669.000 CUYD| 220.00000 147180.00| 215.25000 144002.25| 190.00000 127110.00 Slope Paving | | | 0390 619A002 28.000 EACH| 450.00000 12600.00| 450.00000 12600.00| 450.00000 12600.00 18" Roadway Pipe End Treatment, Class 1 | | | 0400 619A003 20.000 EACH| 500.00000 10000.00| 500.00000 10000.00| 625.00000 12500.00 24" Roadway Pipe End Treatment, Class 1 | | | 0410 619A004 1.000 EACH| 550.00000 550.00| 550.00000 550.00| 825.00000 825.00 30" Roadway Pipe End Treatment, Class 1 | | | 0420 619A005 5.000 EACH| 650.00000 3250.00| 650.00000 3250.00| 975.00000 4875.00 36" Roadway Pipe End Treatment, Class 1 | | | 0430 619A006 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 1176.00000 2352.00 42" Roadway Pipe End Treatment, Class 1 | | | 0440 619A100 26.000 EACH| 400.00000 10400.00| 400.00000 10400.00| 400.00000 10400.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0450 619A102 48.000 EACH| 500.00000 24000.00| 500.00000 24000.00| 550.00000 26400.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 620A000 2.000 CUYD| 1000.00000 2000.00| 1000.00000 2000.00| 1150.00000 2300.00 Minor Structure Concrete | | | 0470 621A000 7.000 EACH| 1200.00000 8400.00| 1200.00000 8400.00| 1500.00000 10500.00 Junction Boxes, Type 1, 1P Or 5 | | | 0480 621A001 3.000 EACH| 1500.00000 4500.00| 1500.00000 4500.00| 2500.00000 7500.00 Junction Boxes, Type 1, 2P Or 5 | | | 0490 621A004 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| 2150.00000 4300.00 Junction Boxes, Type 4 | | | 0500 621A016 6.000 EACH| 2000.00000 12000.00| 2000.00000 12000.00| 2250.00000 13500.00 Junction Boxes, Type 4, 1P Or 5 | | | 0510 621A017 9.000 EACH| 2000.00000 18000.00| 2000.00000 18000.00| 2750.00000 24750.00 Junction Boxes, Type 4, 2P Or 5 | | | 0520 621A034 3.000 EACH| 5000.00000 15000.00| 5000.00000 15000.00| 2975.00000 8925.00 Junction Boxes, Type 4 (Modified) | | | 0530 621B001 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 650.00000 650.00 Junction Box Units, Type 1, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05009 |( 2 ) 14007 |( 3 ) 02091 |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL & SONS, INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 621B004 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1800.00000 3600.00 Junction Box Units, Type 4 | | | 0550 621B013 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 795.00000 1590.00 Junction Box Units, Type 4, 1P Or 5 | | | 0560 621B019 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 865.00000 3460.00 Junction Box Units, Type 4, 2P Or 5 | | | 0570 621C020 60.000 EACH| 1200.00000 72000.00| 1200.00000 72000.00| 1995.00000 119700.00 Inlets, Type Y | | | 0580 621C101 2.000 EACH| 3200.00000 6400.00| 3200.00000 6400.00| 2850.00000 5700.00 Inlets, Type GH (Modified) | | | 0590 621C113 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| 3250.00000 3250.00 Inlets, Type IJ (Modified) | | | 0600 621D019 79.000 EACH| 300.00000 23700.00| 300.00000 23700.00| 450.00000 35550.00 Inlet Units, Type Y | | | 0610 621I001 9.000 EACH| 5000.00000 45000.00| 5000.00000 45000.00| 6250.00000 56250.00 Stilling Basins, Type 1 | | | 0620 621I002 4.000 EACH| 7000.00000 28000.00| 7000.00000 28000.00| 9565.00000 38260.00 Stilling Basins, Type 2 | | | 0630 621I003 1.000 EACH| 9000.00000 9000.00| 9000.00000 9000.00| 14750.00000 14750.00 Stilling Basins, Type 3 | | | 0640 621I004 1.000 EACH| 12000.00000 12000.00| 12000.00000 12000.00| 22500.00000 22500.00 Stilling Basins, Type 4 | | | 0650 650B000 56554.000 CUYD| 1.75000 98969.50| 1.50000 84831.00| 2.01000 113673.54 Topsoil From Stockpiles | | | 0660 651B000 186.000 TON | 42.00000 7812.00| 35.00000 6510.00| 42.00000 7812.00 Agricultural Limestone | | | 0670 652A054 47.000 ACRE| 445.00000 20915.00| 500.00000 23500.00| 445.00000 20915.00 Seeding (Mix 2A) | | | 0680 652A056 30.000 ACRE| 445.00000 13350.00| 500.00000 15000.00| 445.00000 13350.00 Seeding (Mix 2E) | | | 0690 652B053 46.000 ACRE| 400.00000 18400.00| 300.00000 13800.00| 400.00000 18400.00 Temporary Seeding (Mix 2AT) | | | 0700 652C000 93.000 ACRE| 50.00000 4650.00| 55.00000 5115.00| 50.00000 4650.00 Mowing | | | 0710 652D054 46.000 ACRE| 450.00000 20700.00| 500.00000 23000.00| 450.00000 20700.00 Seeding In Stubble (Mix 2A) | | | 0720 654A001 1974.000 SQYD| 4.00000 7896.00| 4.00000 7896.00| 4.00000 7896.00 Solid Sodding (Bermuda) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05009 |( 2 ) 14007 |( 3 ) 02091 |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL & SONS, INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 656A000 93.000 ACRE| 445.00000 41385.00| 450.00000 41850.00| 445.00000 41385.00 Mulching, Class A, Type 1 | | | 0740 665A000 38.000 ACRE| 400.00000 15200.00| 330.00000 12540.00| 400.00000 15200.00 Temporary Seeding | | | 0750 665B000 38.000 ACRE| 400.00000 15200.00| 440.00000 16720.00| 400.00000 15200.00 Temporary Mulching | | | 0760 665F000 1400.000 EACH| 3.00000 4200.00| 6.00000 8400.00| 5.00000 7000.00 Hay Bales | | | 0770 665I000 1550.000 TON | 22.00000 34100.00| 24.00000 37200.00| 22.50000 34875.00 Temporary Riprap, Class 2 | | | 0780 665J000 30000.000 LF | 1.50000 45000.00| 1.25000 37500.00| 1.95000 58500.00 Silt Fence, Type A | | | 0790 665K000 1520.000 CUYD| 3.50000 5320.00| 5.00000 7600.00| 2.00000 3040.00 Drainage Sump Excavation | | | 0800 666A001 123.000 ACRE| 25.00000 3075.00| 0.01000 1.23| 25.00000 3075.00 Pest Control Treatment | | | 0810 680A000 LUMP| 150000.00000 150000.00| 94000.00000 94000.00| 75000.00000 75000.00 Engineering Controls | | | 0820 740B000 490.000 SQFT| 7.50000 3675.00| 12.00000 5880.00| 11.39000 5581.10 Construction Signs | | | 0830 740D000 100.000 EACH| 55.00000 5500.00| 35.00000 3500.00| 68.00000 6800.00 Channelizing Drums | | | 0840 740F002 10.000 EACH| 155.00000 1550.00| 300.00000 3000.00| 256.00000 2560.00 Barricades, Type III | | | 0850 740I005 4.000 EACH| 670.00000 2680.00| 400.00000 1600.00| 625.00000 2500.00 Warning Lights, Type B (Detachable Head | | | 0860 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 | $ 3,654,052.20| $ 3,668,286.32| $ 3,700,356.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,654,052.20| $ 3,668,286.32| $ 3,700,356.37 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 08016 |( 6 ) 03093 |RACON, INC. |HILL BROTHERS CONSTRUCTION |CAMCO CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 50000.00000 50000.00| 200000.00000 200000.00| 149966.52000 149966.52 Clearing & Grubbing (Approximately 152 | | | ACRES) | | | 0020 206D000 837.000 LF | 5.25000 4394.25| 15.00000 12555.00| 1.11000 929.07 Removing Pipe | | | 0030 206E000 44.000 EACH| 420.00000 18480.00| 500.00000 22000.00| 167.03000 7349.32 Removing Headwalls | | | 0040 206E001 4.000 EACH| 815.00000 3260.00| 1500.00000 6000.00| 334.06000 1336.24 Removing Inlets | | | 0050 206E052 8.000 EACH| 1575.00000 12600.00| 2500.00000 20000.00| 556.76000 4454.08 Removing Stilling Basin | | | 0060 210A000 675482.000 CUYD| 1.76000 1188848.32| 1.45000 979448.90| 1.89000 1276660.98 Unclassified Excavation | | | 0070 210D013 211771.000 CUYD| 3.26000 690373.46| 2.00000 423542.00| 3.90000 825906.90 Borrow Excavation (A-4(0) or Better) | | | 0080 214A000 6811.000 CUYD| 4.75000 32352.25| 8.00000 54488.00| 3.47000 23634.17 Structure Excavation | | | 0090 214B001 2333.000 CUYD| 20.00000 46660.00| 35.00000 81655.00| 23.69000 55268.77 Foundation Backfill, Commercial | | | 0100 260A003 62.000 CUYD| 120.00000 7440.00| 150.00000 9300.00| 315.13000 19538.06 Cement Mortar Flowable Backfill, Mix 4 | | | 0110 430B003 150.000 TON | 20.00000 3000.00| 24.00000 3600.00| 18.37000 2755.50 Aggregate Surfacing (ALDOT#57) | | | 0120 502A000 136625.000 LB | 0.45000 61481.25| 0.50000 68312.50| 0.42000 57382.50 Steel Reinforcement | | | 0130 524B011 715.000 CUYD| 290.00000 207350.00| 330.00000 235950.00| 288.75000 206456.25 Culvert Concrete Extension (Cast In | | | Place) | | | 0140 530A001 2854.000 LF | 17.00000 48518.00| 24.00000 68496.00| 18.87000 53854.98 18" Roadway Pipe (Class 3 R.C.) | | | 0150 530A002 2840.000 LF | 22.00000 62480.00| 32.00000 90880.00| 24.85000 70574.00 24" Roadway Pipe (Class 3 R.C.) | | | 0160 530A003 546.000 LF | 48.00000 26208.00| 42.00000 22932.00| 33.14000 18094.44 30" Roadway Pipe (Class 3 R.C.) | | | 0170 530A004 391.000 LF | 35.00000 13685.00| 54.00000 21114.00| 47.66000 18635.06 36" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 08016 |( 6 ) 03093 |RACON, INC. |HILL BROTHERS CONSTRUCTION |CAMCO CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 530A005 78.000 LF | 44.00000 3432.00| 66.00000 5148.00| 53.89000 4203.42 42" Roadway Pipe (Class 3 R.C.) | | | 0190 530A013 646.000 LF | 22.00000 14212.00| 34.00000 21964.00| 27.27000 17616.42 24" Roadway Pipe (Class 4 R.C.) | | | 0200 530A014 151.000 LF | 29.00000 4379.00| 46.00000 6946.00| 36.62000 5529.62 30" Roadway Pipe (Class 4 R.C.) | | | 0210 530A015 382.000 LF | 36.00000 13752.00| 58.00000 22156.00| 53.32000 20368.24 36" Roadway Pipe (Class 4 R.C.) | | | 0220 530A016 332.000 LF | 45.00000 14940.00| 72.00000 23904.00| 60.26000 20006.32 42" Roadway Pipe (Class 4 R.C.) | | | 0230 530A017 72.000 LF | 55.00000 3960.00| 88.00000 6336.00| 72.96000 5253.12 48" Roadway Pipe (Class 4 R.C.) | | | 0240 530A026 76.000 LF | 38.00000 2888.00| 62.00000 4712.00| 56.79000 4316.04 36" Roadway Pipe (Class 5 R.C.) | | | 0250 530C004 158.000 LF | 355.00000 56090.00| 350.00000 55300.00| 382.89000 60496.62 36" Roadway Pipe, Jacked Installation | | | (Smooth Steel) | | | 0260 535A002 1304.000 LF | 23.00000 29992.00| 29.00000 37816.00| 19.88000 25923.52 24" Side Drain Pipe | | | 0270 535A078 576.000 LF | 16.00000 9216.00| 19.00000 10944.00| 16.27000 9371.52 15" Side Drain Pipe (Class 3 R.C.) | | | 0280 600A000 LUMP| 10000.00000 10000.00| 50000.00000 50000.00| 88859.30000 88859.30 Mobilization | | | 0290 601A000 1.000 EACH| 1500.00000 1500.00| 17500.00000 17500.00| 7894.89000 7894.89 Furnishing Base, Soil And Structure | | | Laboratories | | | 0300 602A000 11.000 EACH| 75.00000 825.00| 100.00000 1100.00| 76.83000 845.13 Right Of Way Markers | | | 0310 602C000 12.000 EACH| 100.00000 1200.00| 100.00000 1200.00| 111.35000 1336.20 Permanent Easement Marker | | | 0320 603A002 1.000 EACH| 15000.00000 15000.00| 17500.00000 17500.00| 9451.60000 9451.60 Furnishing Type 3 Field Office | | | 0330 603B000 300.000 LF | 21.75000 6525.00| 20.00000 6000.00| 14.48000 4344.00 Furnishing Security Fence | | | 0340 606A012 17880.000 LF | 6.11000 109246.80| 7.00000 125160.00| 5.97000 106743.60 6" Underdrain Pipe, Type 8 | | | 0350 608A000 6000.000 SQYD| 1.44000 8640.00| 2.50000 15000.00| 1.51000 9060.00 Separation Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 08016 |( 6 ) 03093 |RACON, INC. |HILL BROTHERS CONSTRUCTION |CAMCO CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 610C001 5726.000 TON | 17.00000 97342.00| 23.00000 131698.00| 30.66000 175559.16 Loose Riprap, Class 2 | | | 0370 610D000 4521.000 SQYD| 2.00000 9042.00| 2.50000 11302.50| 2.63000 11890.23 Filter Blanket | | | 0380 614A000 669.000 CUYD| 176.00000 117744.00| 250.00000 167250.00| 220.50000 147514.50 Slope Paving | | | 0390 619A002 28.000 EACH| 450.00000 12600.00| 575.00000 16100.00| 472.50000 13230.00 18" Roadway Pipe End Treatment, Class 1 | | | 0400 619A003 20.000 EACH| 500.00000 10000.00| 725.00000 14500.00| 525.00000 10500.00 24" Roadway Pipe End Treatment, Class 1 | | | 0410 619A004 1.000 EACH| 550.00000 550.00| 1050.00000 1050.00| 577.50000 577.50 30" Roadway Pipe End Treatment, Class 1 | | | 0420 619A005 5.000 EACH| 650.00000 3250.00| 1300.00000 6500.00| 682.50000 3412.50 36" Roadway Pipe End Treatment, Class 1 | | | 0430 619A006 2.000 EACH| 750.00000 1500.00| 1625.00000 3250.00| 787.50000 1575.00 42" Roadway Pipe End Treatment, Class 1 | | | 0440 619A100 26.000 EACH| 400.00000 10400.00| 525.00000 13650.00| 420.00000 10920.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0450 619A102 48.000 EACH| 500.00000 24000.00| 725.00000 34800.00| 525.00000 25200.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 620A000 2.000 CUYD| 1000.00000 2000.00| 825.00000 1650.00| 1050.00000 2100.00 Minor Structure Concrete | | | 0470 621A000 7.000 EACH| 1200.00000 8400.00| 1825.00000 12775.00| 1260.00000 8820.00 Junction Boxes, Type 1, 1P Or 5 | | | 0480 621A001 3.000 EACH| 1500.00000 4500.00| 2225.00000 6675.00| 1575.00000 4725.00 Junction Boxes, Type 1, 2P Or 5 | | | 0490 621A004 2.000 EACH| 2500.00000 5000.00| 3525.00000 7050.00| 2625.00000 5250.00 Junction Boxes, Type 4 | | | 0500 621A016 6.000 EACH| 2000.00000 12000.00| 3725.00000 22350.00| 2100.00000 12600.00 Junction Boxes, Type 4, 1P Or 5 | | | 0510 621A017 9.000 EACH| 2000.00000 18000.00| 4025.00000 36225.00| 2100.00000 18900.00 Junction Boxes, Type 4, 2P Or 5 | | | 0520 621A034 3.000 EACH| 5000.00000 15000.00| 4525.00000 13575.00| 5250.00000 15750.00 Junction Boxes, Type 4 (Modified) | | | 0530 621B001 1.000 EACH| 800.00000 800.00| 505.00000 505.00| 840.00000 840.00 Junction Box Units, Type 1, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 08016 |( 6 ) 03093 |RACON, INC. |HILL BROTHERS CONSTRUCTION |CAMCO CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 621B004 2.000 EACH| 1000.00000 2000.00| 605.00000 1210.00| 1050.00000 2100.00 Junction Box Units, Type 4 | | | 0550 621B013 2.000 EACH| 800.00000 1600.00| 755.00000 1510.00| 840.00000 1680.00 Junction Box Units, Type 4, 1P Or 5 | | | 0560 621B019 4.000 EACH| 1000.00000 4000.00| 805.00000 3220.00| 1050.00000 4200.00 Junction Box Units, Type 4, 2P Or 5 | | | 0570 621C020 60.000 EACH| 1200.00000 72000.00| 1660.00000 99600.00| 1260.00000 75600.00 Inlets, Type Y | | | 0580 621C101 2.000 EACH| 3200.00000 6400.00| 4525.00000 9050.00| 3360.00000 6720.00 Inlets, Type GH (Modified) | | | 0590 621C113 1.000 EACH| 4000.00000 4000.00| 4525.00000 4525.00| 4200.00000 4200.00 Inlets, Type IJ (Modified) | | | 0600 621D019 79.000 EACH| 300.00000 23700.00| 405.00000 31995.00| 315.00000 24885.00 Inlet Units, Type Y | | | 0610 621I001 9.000 EACH| 5000.00000 45000.00| 4525.00000 40725.00| 5250.00000 47250.00 Stilling Basins, Type 1 | | | 0620 621I002 4.000 EACH| 7000.00000 28000.00| 6250.00000 25000.00| 7350.00000 29400.00 Stilling Basins, Type 2 | | | 0630 621I003 1.000 EACH| 9000.00000 9000.00| 7550.00000 7550.00| 9450.00000 9450.00 Stilling Basins, Type 3 | | | 0640 621I004 1.000 EACH| 12000.00000 12000.00| 15250.00000 15250.00| 12600.00000 12600.00 Stilling Basins, Type 4 | | | 0650 650B000 56554.000 CUYD| 1.75000 98969.50| 1.75000 98969.50| 1.39000 78610.06 Topsoil From Stockpiles | | | 0660 651B000 186.000 TON | 35.00000 6510.00| 40.00000 7440.00| 44.10000 8202.60 Agricultural Limestone | | | 0670 652A054 47.000 ACRE| 500.00000 23500.00| 785.00000 36895.00| 467.25000 21960.75 Seeding (Mix 2A) | | | 0680 652A056 30.000 ACRE| 500.00000 15000.00| 835.00000 25050.00| 467.25000 14017.50 Seeding (Mix 2E) | | | 0690 652B053 46.000 ACRE| 300.00000 13800.00| 315.00000 14490.00| 420.00000 19320.00 Temporary Seeding (Mix 2AT) | | | 0700 652C000 93.000 ACRE| 55.00000 5115.00| 47.00000 4371.00| 52.50000 4882.50 Mowing | | | 0710 652D054 46.000 ACRE| 500.00000 23000.00| 630.00000 28980.00| 472.50000 21735.00 Seeding In Stubble (Mix 2A) | | | 0720 654A001 1974.000 SQYD| 4.00000 7896.00| 3.50000 6909.00| 4.20000 8290.80 Solid Sodding (Bermuda) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 08016 |( 6 ) 03093 |RACON, INC. |HILL BROTHERS CONSTRUCTION |CAMCO CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 656A000 93.000 ACRE| 450.00000 41850.00| 375.00000 34875.00| 467.25000 43454.25 Mulching, Class A, Type 1 | | | 0740 665A000 38.000 ACRE| 300.00000 11400.00| 375.00000 14250.00| 420.00000 15960.00 Temporary Seeding | | | 0750 665B000 38.000 ACRE| 400.00000 15200.00| 375.00000 14250.00| 420.00000 15960.00 Temporary Mulching | | | 0760 665F000 1400.000 EACH| 5.00000 7000.00| 10.00000 14000.00| 4.45000 6230.00 Hay Bales | | | 0770 665I000 1550.000 TON | 22.00000 34100.00| 25.00000 38750.00| 28.39000 44004.50 Temporary Riprap, Class 2 | | | 0780 665J000 30000.000 LF | 2.33000 69900.00| 3.00000 90000.00| 2.48000 74400.00 Silt Fence, Type A | | | 0790 665K000 1520.000 CUYD| 2.00000 3040.00| 10.00000 15200.00| 4.45000 6764.00 Drainage Sump Excavation | | | 0800 666A001 123.000 ACRE| 1.00000 123.00| 47.00000 5781.00| 26.25000 3228.75 Pest Control Treatment | | | 0810 680A000 LUMP| 56000.00000 56000.00| 100000.00000 100000.00| 173709.90000 173709.90 Engineering Controls | | | 0820 740B000 490.000 SQFT| 8.40000 4116.00| 8.25000 4042.50| 10.90000 5341.00 Construction Signs | | | 0830 740D000 100.000 EACH| 61.00000 6100.00| 60.00000 6000.00| 64.58000 6458.00 Channelizing Drums | | | 0840 740F002 10.000 EACH| 200.00000 2000.00| 170.00000 1700.00| 178.16000 1781.60 Barricades, Type III | | | 0850 740I005 4.000 EACH| 800.00000 3200.00| 750.00000 3000.00| 85.74000 342.96 Warning Lights, Type B (Detachable Head | | | 0860 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 | $ 3,792,375.83| $ 4,056,252.90| $ 4,458,319.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,792,375.83| $ 4,056,252.90| $ 4,458,319.46 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01059 |( 8 ) 30002 |( 9 ) 16003 |ADVANCE CONSTRUCTION SERVIC |ELLARD CONTR. & ELLARD CONS |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 375000.00000 375000.00| 362322.97000 362322.97| 325000.00000 325000.00 Clearing & Grubbing (Approximately 152 | | | ACRES) | | | 0020 206D000 837.000 LF | 7.50000 6277.50| 10.00000 8370.00| 4.00000 3348.00 Removing Pipe | | | 0030 206E000 44.000 EACH| 160.00000 7040.00| 500.00000 22000.00| 300.00000 13200.00 Removing Headwalls | | | 0040 206E001 4.000 EACH| 375.00000 1500.00| 500.00000 2000.00| 300.00000 1200.00 Removing Inlets | | | 0050 206E052 8.000 EACH| 400.00000 3200.00| 1300.00000 10400.00| 350.00000 2800.00 Removing Stilling Basin | | | 0060 210A000 675482.000 CUYD| 1.50000 1013223.00| 1.64000 1107790.48| 1.65000 1114545.30 Unclassified Excavation | | | 0070 210D013 211771.000 CUYD| 2.75000 582370.25| 2.04000 432012.84| 3.50000 741198.50 Borrow Excavation (A-4(0) or Better) | | | 0080 214A000 6811.000 CUYD| 8.00000 54488.00| 2.00000 13622.00| 5.00000 34055.00 Structure Excavation | | | 0090 214B001 2333.000 CUYD| 29.00000 67657.00| 28.50000 66490.50| 20.00000 46660.00 Foundation Backfill, Commercial | | | 0100 260A003 62.000 CUYD| 425.00000 26350.00| 125.00000 7750.00| 200.00000 12400.00 Cement Mortar Flowable Backfill, Mix 4 | | | 0110 430B003 150.000 TON | 30.00000 4500.00| 30.00000 4500.00| 20.00000 3000.00 Aggregate Surfacing (ALDOT#57) | | | 0120 502A000 136625.000 LB | 1.00000 136625.00| 0.40000 54650.00| 0.44000 60115.00 Steel Reinforcement | | | 0130 524B011 715.000 CUYD| 375.00000 268125.00| 275.00000 196625.00| 275.00000 196625.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0140 530A001 2854.000 LF | 21.00000 59934.00| 27.00000 77058.00| 20.00000 57080.00 18" Roadway Pipe (Class 3 R.C.) | | | 0150 530A002 2840.000 LF | 26.00000 73840.00| 40.00000 113600.00| 28.00000 79520.00 24" Roadway Pipe (Class 3 R.C.) | | | 0160 530A003 546.000 LF | 36.00000 19656.00| 56.00000 30576.00| 50.00000 27300.00 30" Roadway Pipe (Class 3 R.C.) | | | 0170 530A004 391.000 LF | 44.00000 17204.00| 75.00000 29325.00| 75.00000 29325.00 36" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01059 |( 8 ) 30002 |( 9 ) 16003 |ADVANCE CONSTRUCTION SERVIC |ELLARD CONTR. & ELLARD CONS |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 530A005 78.000 LF | 65.00000 5070.00| 92.00000 7176.00| 80.00000 6240.00 42" Roadway Pipe (Class 3 R.C.) | | | 0190 530A013 646.000 LF | 28.00000 18088.00| 44.00000 28424.00| 30.00000 19380.00 24" Roadway Pipe (Class 4 R.C.) | | | 0200 530A014 151.000 LF | 38.00000 5738.00| 59.00000 8909.00| 55.00000 8305.00 30" Roadway Pipe (Class 4 R.C.) | | | 0210 530A015 382.000 LF | 48.00000 18336.00| 80.00000 30560.00| 80.00000 30560.00 36" Roadway Pipe (Class 4 R.C.) | | | 0220 530A016 332.000 LF | 60.00000 19920.00| 96.00000 31872.00| 85.00000 28220.00 42" Roadway Pipe (Class 4 R.C.) | | | 0230 530A017 72.000 LF | 80.00000 5760.00| 114.00000 8208.00| 95.00000 6840.00 48" Roadway Pipe (Class 4 R.C.) | | | 0240 530A026 76.000 LF | 60.00000 4560.00| 83.00000 6308.00| 85.00000 6460.00 36" Roadway Pipe (Class 5 R.C.) | | | 0250 530C004 158.000 LF | 350.00000 55300.00| 235.00000 37130.00| 450.00000 71100.00 36" Roadway Pipe, Jacked Installation | | | (Smooth Steel) | | | 0260 535A002 1304.000 LF | 25.00000 32600.00| 39.00000 50856.00| 23.00000 29992.00 24" Side Drain Pipe | | | 0270 535A078 576.000 LF | 20.00000 11520.00| 25.00000 14400.00| 17.00000 9792.00 15" Side Drain Pipe (Class 3 R.C.) | | | 0280 600A000 LUMP| 110000.00000 110000.00| 319000.00000 319000.00| 275000.00000 275000.00 Mobilization | | | 0290 601A000 1.000 EACH| 5000.00000 5000.00| 23000.00000 23000.00| 12000.00000 12000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0300 602A000 11.000 EACH| 100.00000 1100.00| 160.00000 1760.00| 75.00000 825.00 Right Of Way Markers | | | 0310 602C000 12.000 EACH| 100.00000 1200.00| 170.00000 2040.00| 85.00000 1020.00 Permanent Easement Marker | | | 0320 603A002 1.000 EACH| 5000.00000 5000.00| 32500.00000 32500.00| 25000.00000 25000.00 Furnishing Type 3 Field Office | | | 0330 603B000 300.000 LF | 25.00000 7500.00| 21.50000 6450.00| 20.00000 6000.00 Furnishing Security Fence | | | 0340 606A012 17880.000 LF | 10.00000 178800.00| 9.50000 169860.00| 9.00000 160920.00 6" Underdrain Pipe, Type 8 | | | 0350 608A000 6000.000 SQYD| 1.40000 8400.00| 1.50000 9000.00| 2.00000 12000.00 Separation Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -14 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01059 |( 8 ) 30002 |( 9 ) 16003 |ADVANCE CONSTRUCTION SERVIC |ELLARD CONTR. & ELLARD CONS |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 610C001 5726.000 TON | 23.00000 131698.00| 23.00000 131698.00| 26.00000 148876.00 Loose Riprap, Class 2 | | | 0370 610D000 4521.000 SQYD| 2.00000 9042.00| 2.00000 9042.00| 2.00000 9042.00 Filter Blanket | | | 0380 614A000 669.000 CUYD| 250.00000 167250.00| 210.00000 140490.00| 240.00000 160560.00 Slope Paving | | | 0390 619A002 28.000 EACH| 425.00000 11900.00| 450.00000 12600.00| 450.00000 12600.00 18" Roadway Pipe End Treatment, Class 1 | | | 0400 619A003 20.000 EACH| 500.00000 10000.00| 500.00000 10000.00| 500.00000 10000.00 24" Roadway Pipe End Treatment, Class 1 | | | 0410 619A004 1.000 EACH| 600.00000 600.00| 550.00000 550.00| 550.00000 550.00 30" Roadway Pipe End Treatment, Class 1 | | | 0420 619A005 5.000 EACH| 900.00000 4500.00| 650.00000 3250.00| 650.00000 3250.00 36" Roadway Pipe End Treatment, Class 1 | | | 0430 619A006 2.000 EACH| 1100.00000 2200.00| 750.00000 1500.00| 750.00000 1500.00 42" Roadway Pipe End Treatment, Class 1 | | | 0440 619A100 26.000 EACH| 400.00000 10400.00| 400.00000 10400.00| 400.00000 10400.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0450 619A102 48.000 EACH| 500.00000 24000.00| 500.00000 24000.00| 500.00000 24000.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 620A000 2.000 CUYD| 1200.00000 2400.00| 1000.00000 2000.00| 1000.00000 2000.00 Minor Structure Concrete | | | 0470 621A000 7.000 EACH| 1600.00000 11200.00| 1200.00000 8400.00| 1200.00000 8400.00 Junction Boxes, Type 1, 1P Or 5 | | | 0480 621A001 3.000 EACH| 1600.00000 4800.00| 1500.00000 4500.00| 1500.00000 4500.00 Junction Boxes, Type 1, 2P Or 5 | | | 0490 621A004 2.000 EACH| 3200.00000 6400.00| 2500.00000 5000.00| 2500.00000 5000.00 Junction Boxes, Type 4 | | | 0500 621A016 6.000 EACH| 1600.00000 9600.00| 2000.00000 12000.00| 2000.00000 12000.00 Junction Boxes, Type 4, 1P Or 5 | | | 0510 621A017 9.000 EACH| 3200.00000 28800.00| 2000.00000 18000.00| 2000.00000 18000.00 Junction Boxes, Type 4, 2P Or 5 | | | 0520 621A034 3.000 EACH| 3200.00000 9600.00| 5000.00000 15000.00| 5000.00000 15000.00 Junction Boxes, Type 4 (Modified) | | | 0530 621B001 1.000 EACH| 500.00000 500.00| 800.00000 800.00| 800.00000 800.00 Junction Box Units, Type 1, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -15 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01059 |( 8 ) 30002 |( 9 ) 16003 |ADVANCE CONSTRUCTION SERVIC |ELLARD CONTR. & ELLARD CONS |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 621B004 2.000 EACH| 500.00000 1000.00| 1000.00000 2000.00| 1000.00000 2000.00 Junction Box Units, Type 4 | | | 0550 621B013 2.000 EACH| 500.00000 1000.00| 800.00000 1600.00| 800.00000 1600.00 Junction Box Units, Type 4, 1P Or 5 | | | 0560 621B019 4.000 EACH| 500.00000 2000.00| 1000.00000 4000.00| 1000.00000 4000.00 Junction Box Units, Type 4, 2P Or 5 | | | 0570 621C020 60.000 EACH| 1500.00000 90000.00| 1200.00000 72000.00| 1200.00000 72000.00 Inlets, Type Y | | | 0580 621C101 2.000 EACH| 3000.00000 6000.00| 3200.00000 6400.00| 3200.00000 6400.00 Inlets, Type GH (Modified) | | | 0590 621C113 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 Inlets, Type IJ (Modified) | | | 0600 621D019 79.000 EACH| 475.00000 37525.00| 300.00000 23700.00| 300.00000 23700.00 Inlet Units, Type Y | | | 0610 621I001 9.000 EACH| 3000.00000 27000.00| 5000.00000 45000.00| 5000.00000 45000.00 Stilling Basins, Type 1 | | | 0620 621I002 4.000 EACH| 3000.00000 12000.00| 7000.00000 28000.00| 7000.00000 28000.00 Stilling Basins, Type 2 | | | 0630 621I003 1.000 EACH| 3000.00000 3000.00| 9000.00000 9000.00| 9000.00000 9000.00 Stilling Basins, Type 3 | | | 0640 621I004 1.000 EACH| 3000.00000 3000.00| 12000.00000 12000.00| 12000.00000 12000.00 Stilling Basins, Type 4 | | | 0650 650B000 56554.000 CUYD| 3.50000 197939.00| 1.55000 87658.70| 3.00000 169662.00 Topsoil From Stockpiles | | | 0660 651B000 186.000 TON | 50.00000 9300.00| 30.00000 5580.00| 42.00000 7812.00 Agricultural Limestone | | | 0670 652A054 47.000 ACRE| 550.00000 25850.00| 500.00000 23500.00| 445.00000 20915.00 Seeding (Mix 2A) | | | 0680 652A056 30.000 ACRE| 550.00000 16500.00| 525.00000 15750.00| 445.00000 13350.00 Seeding (Mix 2E) | | | 0690 652B053 46.000 ACRE| 500.00000 23000.00| 475.00000 21850.00| 400.00000 18400.00 Temporary Seeding (Mix 2AT) | | | 0700 652C000 93.000 ACRE| 60.00000 5580.00| 35.00000 3255.00| 50.00000 4650.00 Mowing | | | 0710 652D054 46.000 ACRE| 550.00000 25300.00| 475.00000 21850.00| 450.00000 20700.00 Seeding In Stubble (Mix 2A) | | | 0720 654A001 1974.000 SQYD| 5.00000 9870.00| 3.50000 6909.00| 4.00000 7896.00 Solid Sodding (Bermuda) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 003 -16 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020726003 COUNTIES : PICKENS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01059 |( 8 ) 30002 |( 9 ) 16003 |ADVANCE CONSTRUCTION SERVIC |ELLARD CONTR. & ELLARD CONS |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 656A000 93.000 ACRE| 550.00000 51150.00| 450.00000 41850.00| 445.00000 41385.00 Mulching, Class A, Type 1 | | | 0740 665A000 38.000 ACRE| 500.00000 19000.00| 450.00000 17100.00| 400.00000 15200.00 Temporary Seeding | | | 0750 665B000 38.000 ACRE| 500.00000 19000.00| 450.00000 17100.00| 400.00000 15200.00 Temporary Mulching | | | 0760 665F000 1400.000 EACH| 7.00000 9800.00| 6.50000 9100.00| 5.00000 7000.00 Hay Bales | | | 0770 665I000 1550.000 TON | 25.00000 38750.00| 23.00000 35650.00| 26.00000 40300.00 Temporary Riprap, Class 2 | | | 0780 665J000 30000.000 LF | 2.85000 85500.00| 3.75000 112500.00| 2.30000 69000.00 Silt Fence, Type A | | | 0790 665K000 1520.000 CUYD| 8.00000 12160.00| 3.75000 5700.00| 6.00000 9120.00 Drainage Sump Excavation | | | 0800 666A001 123.000 ACRE| 30.00000 3690.00| 30.00000 3690.00| 25.00000 3075.00 Pest Control Treatment | | | 0810 680A000 LUMP| 75000.00000 75000.00| 130000.00000 130000.00| 200000.00000 200000.00 Engineering Controls | | | 0820 740B000 490.000 SQFT| 10.00000 4900.00| 17.80000 8722.00| 8.50000 4165.00 Construction Signs | | | 0830 740D000 100.000 EACH| 65.00000 6500.00| 73.00000 7300.00| 85.00000 8500.00 Channelizing Drums | | | 0840 740F002 10.000 EACH| 185.00000 1850.00| 265.00000 2650.00| 185.00000 1850.00 Barricades, Type III | | | 0850 740I005 4.000 EACH| 90.00000 360.00| 765.00000 3060.00| 600.00000 2400.00 Warning Lights, Type B (Detachable Head | | | 0860 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 | $ 4,485,095.75| $ 4,526,050.49| $ 4,793,583.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,485,095.75| $ 4,526,050.49| $ 4,793,583.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 550 Working Days (available days) CONTRACT DESCRIPTION : FLORENCE PROJECT(S) : ACBRF-0101(560) for constructing the Bridge Replacement and Approaches on S.R.#2 (U.S.#72) at Shoal Creek west of Killen. Length 1.461 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02093 BRITTON BRIDGE, LLC $ 12,353,523.43 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 12,469,915.93 100.9422% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 12,960,510.75 104.9135% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 13,366,844.85 108.2027% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02093 |( 2 ) 03001 |( 3 ) 19007 |BRITTON BRIDGE, LLC |CLARK CONSTRUCTION CO., INC |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 201A000 LUMP| 985000.00000 985000.00| 500000.00000 500000.00| 595000.00000 595000.00 Clearing & Grubbing (Approximately 20 | | | ACRES) | | | 0020 205A001 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 10 | | | 0120 205A011 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 11 | | | 0130 205A012 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 12 | | | 0140 205A013 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 13 | | | 0150 205A014 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00 Removal Of Structures, Structure No. 14 | | | 0160 206A000 LUMP| 200000.00000 200000.00| 300000.00000 300000.00| 300000.00000 300000.00 Removal Of Old Bridge, Station 37+25.88 | | | (EBL) | | | 0170 206C010 910.000 SQYD| 4.00000 3640.00| 4.00000 3640.00| 4.00000 3640.00 Removing Concrete Driveway | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02093 |( 2 ) 03001 |( 3 ) 19007 |BRITTON BRIDGE, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 206D000 2247.000 LF | 4.00000 8988.00| 4.00000 8988.00| 4.00000 8988.00 Removing Pipe | | | 0190 206D001 425.000 LF | 2.25000 956.25| 0.50000 212.50| 0.50000 212.50 Removing Guardrail | | | 0200 206E000 18.000 EACH| 150.00000 2700.00| 150.00000 2700.00| 150.00000 2700.00 Removing Headwalls | | | 0210 206E001 10.000 EACH| 325.00000 3250.00| 325.00000 3250.00| 325.00000 3250.00 Removing Inlets | | | 0220 206E008 8.000 EACH| 87.50000 700.00| 100.00000 800.00| 100.00000 800.00 Removing Guardrail End Anchor (All Type | | | 0230 210A000 73762.000 CUYD| 1.55000 114331.10| 1.55000 114331.10| 1.55000 114331.10 Unclassified Excavation | | | 0240 210D000 60957.000 CUYD| 3.00000 182871.00| 3.00000 182871.00| 3.00000 182871.00 Borrow Excavation | | | 0250 214A000 4633.000 CUYD| 5.50000 25481.50| 5.50000 25481.50| 5.50000 25481.50 Structure Excavation | | | 0260 214B001 1375.000 CUYD| 22.50000 30937.50| 22.50000 30937.50| 22.50000 30937.50 Foundation Backfill, Commercial | | | 0270 230A000 180.000 RBST| 250.00000 45000.00| 250.00000 45000.00| 250.00000 45000.00 Roadbed Processing | | | 0280 250C000 4.000 EACH| 3500.00000 14000.00| 3500.00000 14000.00| 3500.00000 14000.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0290 250D000 800.000 CUYD| 6.00000 4800.00| 6.00000 4800.00| 6.00000 4800.00 Contaminated Soil Excavation (Specialty | | | Item) | | | 0300 250N000 50.000 GAL | 32.00000 1600.00| 32.00000 1600.00| 32.00000 1600.00 Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0310 251A002 800.000 CUYD| 47.50000 38000.00| 47.50000 38000.00| 47.50000 38000.00 Contaminated Soil Disposal (Speciality | | | Item) | | | 0320 260A025 16.000 CUYD| 200.00000 3200.00| 200.00000 3200.00| 200.00000 3200.00 Low Strength Cement Mortar, Mix A | | | 0330 301A008 3707.000 SQYD| 3.10000 11491.70| 3.10000 11491.70| 3.10000 11491.70 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02093 |( 2 ) 03001 |( 3 ) 19007 |BRITTON BRIDGE, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 301A012 95592.000 SQYD| 3.35000 320233.20| 3.35000 320233.20| 3.35000 320233.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0350 301E008 2452.000 TON | 11.00000 26972.00| 11.00000 26972.00| 11.00000 26972.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0360 401A000 94663.000 SQYD| 0.35000 33132.05| 0.35000 33132.05| 0.35000 33132.05 Bituminous Treatment A | | | 0370 405A000 5571.000 GAL | 1.15000 6406.65| 1.15000 6406.65| 1.15000 6406.65 Tack Coat | | | 0380 408A051 11620.000 SQYD| 1.50000 17430.00| 1.50000 17430.00| 1.50000 17430.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0390 408A054 7614.000 SQYD| 1.75000 13324.50| 1.75000 13324.50| 1.75000 13324.50 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0400 424A280 6711.000 TON | 37.00000 248307.00| 37.00000 248307.00| 37.00000 248307.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0410 424B282 17387.000 TON | 28.25000 491182.75| 28.25000 491182.75| 28.25000 491182.75 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0420 424B290 823.000 TON | 46.50000 38269.50| 46.50000 38269.50| 46.50000 38269.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0430 424B582 14060.000 TON | 24.50000 344470.00| 24.50000 344470.00| 24.50000 344470.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0440 424B586 500.000 TON | 51.50000 25750.00| 51.50000 25750.00| 51.50000 25750.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0450 424C281 30416.000 TON | 24.00000 729984.00| 24.00000 729984.00| 24.00000 729984.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02093 |( 2 ) 03001 |( 3 ) 19007 |BRITTON BRIDGE, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 428C000 17912.000 LF | 0.56000 10030.72| 0.55000 9851.60| 0.60000 10747.20 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0470 430B026 1000.000 TON | 11.00000 11000.00| 11.00000 11000.00| 11.00000 11000.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0480 430B043 36.000 TON | 15.00000 540.00| 15.00000 540.00| 15.00000 540.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0490 450B000 409.000 SQYD| 65.00000 26585.00| 60.35000 24683.15| 100.00000 40900.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0500 502A000 508008.000 LB | 0.35000 177802.80| 0.40000 203203.20| 0.54000 274324.32 Steel Reinforcement | | | 0510 502B000 LUMP| 234000.00000 234000.00| 255000.00000 255000.00| 425000.00000 425000.00 Steel Reinforcement For Bridge | | | Superstructure, STATION 35+95.00, | | | APPROXIMATELY | | | 0520 505M002 1990.000 LF | 27.00000 53730.00| 24.24000 48237.60| 24.50000 48755.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0530 506A010 248.000 LF | 1500.00000 372000.00| 202.58000 50239.84| 1010.00000 250480.00 Drilled Shaft Excavation, 6'-6" Diamete | | | 0540 506B008 230.000 LF | 3400.00000 782000.00| 2853.51000 656307.30| 2205.00000 507150.00 Special Drilled Shaft Excavation, 6'-6" | | | Diameter | | | 0550 506C047 1412.000 LF | 300.00000 423600.00| 223.41000 315454.92| 230.00000 324760.00 Drilled Shaft Construction, 6'-6" | | | Diameter, Class DS1 Concrete | | | 0560 506F007 1250.000 LF | 400.00000 500000.00| 364.78000 455975.00| 275.00000 343750.00 Permanent Drilled Shaft Casing, 6'-6" | | | Diameter | | | 0570 506G007 24.000 EACH| 5500.00000 132000.00| 2477.17000 59452.08| 2850.00000 68400.00 Crosshole Sonic Logging, 6'-6" Diameter | | | 0580 508A000 13400.000 LB | 5.00000 67000.00| 2.51000 33634.00| 4.10000 54940.00 Structural Steel | | | 0590 510A000 762.000 CUYD| 350.00000 266700.00| 435.00000 331470.00| 425.00000 323850.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02093 |( 2 ) 03001 |( 3 ) 19007 |BRITTON BRIDGE, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 510C051 LUMP| 953689.36000 953689.36| 1530000.00000 1530000.00| 1668000.00000 1668000.00 Bridge Concrete Superstructure, STATION | | | 35+95.00, APPROXIMATELY | | | 0610 510E000 11340.000 SQYD| 1.80000 20412.00| 1.53000 17350.20| 2.00000 22680.00 Grooving Concrete Bridge Decks | | | 0620 511A001 252.000 EACH| 150.00000 37800.00| 113.54000 28612.08| 175.00000 44100.00 Elastomeric Bearings, Type 2 | | | 0630 513B017 16902.000 LF | 87.00000 1470474.00| 107.50000 1816965.00| 100.00000 1690200.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0640 524B011 51.000 CUYD| 425.00000 21675.00| 425.00000 21675.00| 425.00000 21675.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0650 530A001 2308.000 LF | 19.00000 43852.00| 19.00000 43852.00| 19.00000 43852.00 18" Roadway Pipe (Class 3 R.C.) | | | 0660 530A002 1333.000 LF | 27.00000 35991.00| 27.00000 35991.00| 27.00000 35991.00 24" Roadway Pipe (Class 3 R.C.) | | | 0670 530A006 102.000 LF | 65.00000 6630.00| 65.00000 6630.00| 65.00000 6630.00 48" Roadway Pipe (Class 3 R.C.) | | | 0680 530A013 180.000 LF | 30.00000 5400.00| 30.00000 5400.00| 30.00000 5400.00 24" Roadway Pipe (Class 4 R.C.) | | | 0690 530A155 109.000 LF | 27.00000 2943.00| 27.00000 2943.00| 27.00000 2943.00 24" Roadway Pipe(14 Gauge C.C.S.) | | | 0700 530A601 544.000 LF | 27.00000 14688.00| 27.00000 14688.00| 27.00000 14688.00 18" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0710 530B002 85.000 LF | 35.00000 2975.00| 35.00000 2975.00| 35.00000 2975.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0720 530B003 67.000 LF | 45.00000 3015.00| 45.00000 3015.00| 45.00000 3015.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0730 535A002 836.000 LF | 28.00000 23408.00| 28.00000 23408.00| 28.00000 23408.00 24" Side Drain Pipe | | | 0740 535B091 37.000 LF | 39.00000 1443.00| 39.00000 1443.00| 39.00000 1443.00 29" Span, 18" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02093 |( 2 ) 03001 |( 3 ) 19007 |BRITTON BRIDGE, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 600A000 LUMP| 985000.00000 985000.00| 1100000.00000 1100000.00| 1223040.00000 1223040.00 Mobilization | | | 0760 602A000 74.000 EACH| 75.00000 5550.00| 75.00000 5550.00| 75.00000 5550.00 Right Of Way Markers | | | 0770 610C001 10530.000 TON | 15.39000 162056.70| 14.50000 152685.00| 16.40000 172692.00 Loose Riprap, Class 2 | | | 0780 610D002 8162.000 SQYD| 1.69000 13793.78| 1.35000 11018.70| 2.00000 16324.00 Filter Blanket, Geotextile (Non-Woven) | | | 0790 614A000 905.000 CUYD| 185.00000 167425.00| 185.00000 167425.00| 185.00000 167425.00 Slope Paving | | | 0800 618B002 1280.000 SQYD| 36.00000 46080.00| 36.00000 46080.00| 36.00000 46080.00 Concrete Driveway, 6" Thick | | | 0810 619A002 8.000 EACH| 550.00000 4400.00| 550.00000 4400.00| 550.00000 4400.00 18" Roadway Pipe End Treatment, Class 1 | | | 0820 619A003 15.000 EACH| 625.00000 9375.00| 625.00000 9375.00| 625.00000 9375.00 24" Roadway Pipe End Treatment, Class 1 | | | 0830 619A007 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 48" Roadway Pipe End Treatment, Class 1 | | | 0840 619A102 24.000 EACH| 675.00000 16200.00| 675.00000 16200.00| 675.00000 16200.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0850 619B017 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0860 619B018 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0870 619B117 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0880 620A000 2.000 CUYD| 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00 Minor Structure Concrete | | | 0890 621A004 1.000 EACH| 2100.00000 2100.00| 2100.00000 2100.00| 2100.00000 2100.00 Junction Boxes, Type 4 | | | 0900 621A005 13.000 EACH| 1800.00000 23400.00| 1800.00000 23400.00| 1800.00000 23400.00 Junction Boxes, Type 1 | | | 0910 621A010 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| 1800.00000 3600.00 Junction Boxes, Type 3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02093 |( 2 ) 03001 |( 3 ) 19007 |BRITTON BRIDGE, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 621A058 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| 2500.00000 5000.00 Junction Boxes, Type 3 (Modified) | | | 0930 621B005 2.000 EACH| 425.00000 850.00| 425.00000 850.00| 425.00000 850.00 Junction Box Units, Type 1 | | | 0940 621C004 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 Inlets, Type GH | | | 0950 621C015 22.000 EACH| 1700.00000 37400.00| 1700.00000 37400.00| 1700.00000 37400.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0960 621C020 2.000 EACH| 1950.00000 3900.00| 1950.00000 3900.00| 1950.00000 3900.00 Inlets, Type Y | | | 0970 621C027 3.000 EACH| 1700.00000 5100.00| 1700.00000 5100.00| 1700.00000 5100.00 Inlets, Type C | | | 0980 621C053 6.000 EACH| 2500.00000 15000.00| 2500.00000 15000.00| 2500.00000 15000.00 Inlets, Type Special (Partial) | | | 0990 621C111 6.000 EACH| 2500.00000 15000.00| 2500.00000 15000.00| 2500.00000 15000.00 Inlets, Type PB | | | 1000 621D015 15.000 EACH| 405.00000 6075.00| 405.00000 6075.00| 405.00000 6075.00 Inlet Units, Type S1 Or S3 | | | 1010 621D019 1.000 EACH| 425.00000 425.00| 425.00000 425.00| 425.00000 425.00 Inlet Units, Type Y | | | 1020 623A000 95.000 LF | 10.00000 950.00| 10.00000 950.00| 10.00000 950.00 Concrete Gutter | | | 1030 623C000 9815.000 LF | 9.50000 93242.50| 9.50000 93242.50| 9.50000 93242.50 Combination Curb & Gutter, Type C | | | 1040 623C004 294.000 LF | 10.00000 2940.00| 10.00000 2940.00| 10.00000 2940.00 Combination Curb & Gutter, Type C | | | (Special) | | | 1050 630A001 175.000 LF | 14.50000 2537.50| 14.00000 2450.00| 14.00000 2450.00 Steel Beam Guardrail, Class A, Type 2 | | | 1060 630C003 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 1070 630C070 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 1080 634A010 26.000 LF | 10.82000 281.32| 11.47000 298.22| 10.82000 281.32 Industrial Fence, 6 Feet High (With Top | | | Rail) | | | 1090 634D008 2.000 EACH| 278.00000 556.00| 294.68000 589.36| 278.00000 556.00 Gate, 4 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02093 |( 2 ) 03001 |( 3 ) 19007 |BRITTON BRIDGE, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 634E003 1890.000 LF | 24.91000 47079.90| 26.40000 49896.00| 24.91000 47079.90 Industrial Fence, 7.33 Feet High, | | | Special Mounting | | | 1110 650A000 11320.000 CUYD| 6.25000 70750.00| 6.50000 73580.00| 6.50000 73580.00 Topsoil | | | 1120 652A050 17.000 ACRE| 850.00000 14450.00| 470.00000 7990.00| 480.00000 8160.00 Seeding (Mix 1A) | | | 1130 652B050 17.000 ACRE| 325.00000 5525.00| 400.00000 6800.00| 405.00000 6885.00 Temporary Seeding (Mix 1AT) | | | 1140 652D050 17.000 ACRE| 650.00000 11050.00| 500.00000 8500.00| 585.00000 9945.00 Seeding In Stubble (Mix 1A) | | | 1150 654A001 2206.000 SQYD| 3.00000 6618.00| 4.00000 8824.00| 3.30000 7279.80 Solid Sodding (Bermuda) | | | 1160 656A000 34.000 ACRE| 350.00000 11900.00| 470.00000 15980.00| 425.00000 14450.00 Mulching, Class A, Type 1 | | | 1170 658B000 3550.000 SQYD| 1.15000 4082.50| 1.50000 5325.00| 0.81000 2875.50 Hydraulically Applied Wood Fiber | | | Matrix Erosion Control System | | | 1180 659A003 4215.000 SQYD| 4.25000 17913.75| 5.50000 23182.50| 6.36000 26807.40 Erosion Control Netting, Class C2 | | | 1190 665F000 1620.000 EACH| 5.00000 8100.00| 5.00000 8100.00| 8.00000 12960.00 Hay Bales | | | 1200 665I000 2162.000 TON | 16.50000 35673.00| 16.50000 35673.00| 16.50000 35673.00 Temporary Riprap, Class 2 | | | 1210 665J000 27918.000 LF | 2.45000 68399.10| 2.45000 68399.10| 2.50000 69795.00 Silt Fence, Type A | | | 1220 665K000 500.000 CUYD| 6.00000 3000.00| 6.00000 3000.00| 6.00000 3000.00 Drainage Sump Excavation | | | 1230 665L000 1264.000 LF | 25.00000 31600.00| 13.52000 17089.28| 13.00000 16432.00 Floating Basin Boom | | | 1240 680A000 LUMP| 160000.00000 160000.00| 208000.00000 208000.00| 150000.00000 150000.00 Engineering Controls | | | 1250 701B016 311.000 LF | 3.91000 1216.01| 3.91000 1216.01| 3.30000 1026.30 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 1260 701C000 13.000 MILE| 340.00000 4420.00| 340.00000 4420.00| 685.00000 8905.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02093 |( 2 ) 03001 |( 3 ) 19007 |BRITTON BRIDGE, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1270 701C001 23.000 MILE| 380.00000 8740.00| 380.00000 8740.00| 685.00000 15755.00 Solid Temporary Traffic Stripe | | | 1280 701C008 3.000 MILE| 360.00000 1080.00| 360.00000 1080.00| 685.00000 2055.00 Broken Temporary Traffic Stripe (Dotted | | | Paint) | | | 1290 701D007 9.000 MILE| 1500.00000 13500.00| 1500.00000 13500.00| 2635.00000 23715.00 Solid Traffic Stripe Removed (Paint) | | | 1300 701D014 5.000 MILE| 1300.00000 6500.00| 1300.00000 6500.00| 2635.00000 13175.00 Broken Traffic Stripe Removed (Paint) | | | 1310 701E003 11408.000 LF | 1.20000 13689.60| 1.20000 13689.60| 1.70000 19393.60 Solid Temporary Traffic Stripe (Tape) | | | 1320 701E013 6960.000 LF | 1.20000 8352.00| 1.20000 8352.00| 1.70000 11832.00 Broken Temporary Traffic Stripe (Tape) | | | 1330 701G121 3780.000 LF | 1.25000 4725.00| 1.25000 4725.00| 2.20000 8316.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1340 701G125 1891.000 LF | 3.10000 5862.10| 3.10000 5862.10| 2.20000 4160.20 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1350 701G133 3781.000 LF | 2.94000 11116.14| 2.94000 11116.14| 2.30000 8696.30 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1360 701H002 3780.000 LF | 0.25000 945.00| 0.25000 945.00| 0.50000 1890.00 Solid Traffic Stripe Removed (Tape) | | | 1370 701H007 1890.000 LF | 0.25000 472.50| 0.25000 472.50| 0.50000 945.00 Broken Traffic Stripe Removed (Tape) | | | 1380 701H010 1876.000 LF | 0.30000 562.80| 0.30000 562.80| 1.65000 3095.40 Dotted Traffic Stripe Removed (Paint) | | | 1390 702A040 6.000 MILE| 2000.00000 12000.00| 2000.00000 12000.00| 3685.00000 22110.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1400 702A041 7.000 MILE| 4000.00000 28000.00| 4000.00000 28000.00| 3685.00000 25795.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1410 702A043 5.000 MILE| 4000.00000 20000.00| 4000.00000 20000.00| 3685.00000 18425.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02093 |( 2 ) 03001 |( 3 ) 19007 |BRITTON BRIDGE, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1420 702B011 7904.000 LF | 1.75000 13832.00| 1.75000 13832.00| 1.45000 11460.80 Dotted Profiled Traffic Stripe (6" Wide | | | 1430 703A002 3012.000 SQFT| 1.90000 5722.80| 1.90000 5722.80| 1.45000 4367.40 Traffic Control Markings, Class 2, Type | | | A | | | 1440 703A010 1597.000 SQFT| 15.50000 24753.50| 15.50000 24753.50| 2.30000 3673.10 Traffic Control Markings,Class 3W,Type | | | 1450 703B002 359.000 SQFT| 3.00000 1077.00| 3.00000 1077.00| 1.45000 520.55 Traffic Control Legends, Class 2, Type | | | 1460 703C000 762.000 SQFT| 3.00000 2286.00| 3.00000 2286.00| 2.30000 1752.60 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1470 703D001 762.000 SQFT| 1.30000 990.60| 1.30000 990.60| 0.61000 464.82 Temporary Traffic Control Markings | | | 1480 705A011 2621.000 EACH| 4.50000 11794.50| 4.50000 11794.50| 10.53000 27599.13 Pavement Markers, Class C, Type 1-A | | | 1490 705A012 1713.000 EACH| 4.50000 7708.50| 4.50000 7708.50| 10.53000 18037.89 Pavement Markers, Class C, Type 1-B | | | 1500 705A022 12.000 EACH| 4.50000 54.00| 4.50000 54.00| 10.53000 126.36 Pavement Markers, Class C, Type 2-C | | | 1510 705A023 189.000 EACH| 4.50000 850.50| 4.50000 850.50| 10.53000 1990.17 Pavement Markers, Class C, Type 2-D | | | 1520 705A024 98.000 EACH| 4.50000 441.00| 4.50000 441.00| 10.53000 1031.94 Pavement Markers, Class C, Type 2-E | | | 1530 705A030 80.000 EACH| 5.25000 420.00| 5.25000 420.00| 10.53000 842.40 Pavement Markers, Class A-H, Type 2-C | | | 1540 705A031 643.000 EACH| 5.00000 3215.00| 5.00000 3215.00| 10.53000 6770.79 Pavement Markers, Class A-H, Type 1-A | | | 1550 705A032 95.000 EACH| 5.00000 475.00| 5.00000 475.00| 10.53000 1000.35 Pavement Markers, Class A-H, Type 1-B | | | 1560 705A037 115.000 EACH| 5.25000 603.75| 5.25000 603.75| 10.53000 1210.95 Pavement Markers, Class A-H, Type 2-D | | | 1570 705A038 52.000 EACH| 5.25000 273.00| 5.25000 273.00| 10.53000 547.56 Pavement Markers, Class A-H, Type 2-E | | | 1580 707B003 4.000 EACH| 150.00000 600.00| 132.50000 530.00| 162.00000 648.00 Type A Hazard Marker Installation | | | 1590 710A115 128.000 SQFT| 10.00000 1280.00| 10.00000 1280.00| 10.75000 1376.00 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 : 07/29/02 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02093 |( 2 ) 03001 |( 3 ) 19007 |BRITTON BRIDGE, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1600 710A126 177.000 SQFT| 13.00000 2301.00| 16.00000 2832.00| 14.00000 2478.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1610 710B001 500.000 LF | 4.50000 2250.00| 6.00000 3000.00| 4.85000 2425.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1620 713A000 50.000 LF | 165.00000 8250.00| 245.00000 12250.00| 120.00000 6000.00 Permanent Barricades | | | 1630 724A000 9390.000 LF | 9.00000 84510.00| 9.00000 84510.00| 11.00000 103290.00 Temporary Asphalt Island | | | 1640 740B000 2435.000 SQFT| 7.50000 18262.50| 9.01000 21939.35| 12.65000 30802.75 Construction Signs | | | 1650 740C000 150.000 SQFT| 9.00000 1350.00| 9.54000 1431.00| 14.75000 2212.50 Special Construction Signs | | | 1660 740D000 550.000 EACH| 62.00000 34100.00| 79.50000 43725.00| 71.60000 39380.00 Channelizing Drums | | | 1670 740E000 30.000 EACH| 9.50000 285.00| 28.00000 840.00| 12.65000 379.50 Cones (36 Inches High) | | | 1680 740F002 121.000 EACH| 165.00000 19965.00| 164.30000 19880.30| 265.00000 32065.00 Barricades, Type III | | | 1690 740I005 40.000 EACH| 1000.00000 40000.00| 1378.00000 55120.00| 895.00000 35800.00 Warning Lights, Type B (Detachable Head | | | 1700 740L003 42.000 EACH| 45.00000 1890.00| 74.20000 3116.40| 73.75000 3097.50 Vertical Panel, Type I, Single-Sided | | | 1710 740M001 30.000 EACH| 6.00000 180.00| 6.00000 180.00| 8.50000 255.00 Ballast For Cone | | | 1720 741C010 3.000 EACH| 4700.00000 14100.00| 7000.00000 21000.00| 3375.00000 10125.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1730 742A001 3.000 EACH| 18500.00000 55500.00| 20000.00000 60000.00| 15800.00000 47400.00 Portable Changeable Message Sign, Type | | | 1740 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 | $ 12,353,523.43| $ 12,469,915.93| $ 12,960,510.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,353,523.43| $ 12,469,915.93| $ 12,960,510.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 85000.00000 85000.00| | Clearing & Grubbing (Approximately 20 | | | ACRES) | | | 0020 205A001 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 10 | | | 0120 205A011 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 11 | | | 0130 205A012 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 12 | | | 0140 205A013 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 13 | | | 0150 205A014 1.000 EACH| 2250.00000 2250.00| | Removal Of Structures, Structure No. 14 | | | 0160 206A000 LUMP| 500000.00000 500000.00| | Removal Of Old Bridge, Station 37+25.88 | | | (EBL) | | | 0170 206C010 910.000 SQYD| 4.00000 3640.00| | Removing Concrete Driveway | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 206D000 2247.000 LF | 4.00000 8988.00| | Removing Pipe | | | 0190 206D001 425.000 LF | 2.25000 956.25| | Removing Guardrail | | | 0200 206E000 18.000 EACH| 150.00000 2700.00| | Removing Headwalls | | | 0210 206E001 10.000 EACH| 325.00000 3250.00| | Removing Inlets | | | 0220 206E008 8.000 EACH| 87.50000 700.00| | Removing Guardrail End Anchor (All Type | | | 0230 210A000 73762.000 CUYD| 1.55000 114331.10| | Unclassified Excavation | | | 0240 210D000 60957.000 CUYD| 3.00000 182871.00| | Borrow Excavation | | | 0250 214A000 4633.000 CUYD| 5.50000 25481.50| | Structure Excavation | | | 0260 214B001 1375.000 CUYD| 22.50000 30937.50| | Foundation Backfill, Commercial | | | 0270 230A000 180.000 RBST| 250.00000 45000.00| | Roadbed Processing | | | 0280 250C000 4.000 EACH| 3500.00000 14000.00| | Underground Storage Tank Removal | | | (Specialty Item) | | | 0290 250D000 800.000 CUYD| 6.00000 4800.00| | Contaminated Soil Excavation (Specialty | | | Item) | | | 0300 250N000 50.000 GAL | 32.00000 1600.00| | Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0310 251A002 800.000 CUYD| 47.50000 38000.00| | Contaminated Soil Disposal (Speciality | | | Item) | | | 0320 260A025 16.000 CUYD| 200.00000 3200.00| | Low Strength Cement Mortar, Mix A | | | 0330 301A008 3707.000 SQYD| 3.10000 11491.70| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 301A012 95592.000 SQYD| 3.35000 320233.20| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0350 301E008 2452.000 TON | 11.00000 26972.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0360 401A000 94663.000 SQYD| 0.35000 33132.05| | Bituminous Treatment A | | | 0370 405A000 5571.000 GAL | 1.15000 6406.65| | Tack Coat | | | 0380 408A051 11620.000 SQYD| 1.50000 17430.00| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0390 408A054 7614.000 SQYD| 1.75000 13324.50| | Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0400 424A280 6711.000 TON | 37.00000 248307.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0410 424B282 17387.000 TON | 28.25000 491182.75| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0420 424B290 823.000 TON | 46.50000 38269.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0430 424B582 14060.000 TON | 24.50000 344470.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0440 424B586 500.000 TON | 51.50000 25750.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0450 424C281 30416.000 TON | 24.00000 729984.00| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 428C000 17912.000 LF | 0.55000 9851.60| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0470 430B026 1000.000 TON | 11.00000 11000.00| | Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0480 430B043 36.000 TON | 15.00000 540.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0490 450B000 409.000 SQYD| 65.00000 26585.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0500 502A000 508008.000 LB | 0.60000 304804.80| | Steel Reinforcement | | | 0510 502B000 LUMP| 365000.00000 365000.00| | Steel Reinforcement For Bridge | | | Superstructure, STATION 35+95.00, | | | APPROXIMATELY | | | 0520 505M002 1990.000 LF | 26.00000 51740.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0530 506A010 248.000 LF | 1150.00000 285200.00| | Drilled Shaft Excavation, 6'-6" Diamete | | | 0540 506B008 230.000 LF | 2500.00000 575000.00| | Special Drilled Shaft Excavation, 6'-6" | | | Diameter | | | 0550 506C047 1412.000 LF | 265.00000 374180.00| | Drilled Shaft Construction, 6'-6" | | | Diameter, Class DS1 Concrete | | | 0560 506F007 1250.000 LF | 250.00000 312500.00| | Permanent Drilled Shaft Casing, 6'-6" | | | Diameter | | | 0570 506G007 24.000 EACH| 3000.00000 72000.00| | Crosshole Sonic Logging, 6'-6" Diameter | | | 0580 508A000 13400.000 LB | 2.00000 26800.00| | Structural Steel | | | 0590 510A000 762.000 CUYD| 300.00000 228600.00| | Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -17 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 510C051 LUMP| 1500000.00000 1500000.00| | Bridge Concrete Superstructure, STATION | | | 35+95.00, APPROXIMATELY | | | 0610 510E000 11340.000 SQYD| 2.50000 28350.00| | Grooving Concrete Bridge Decks | | | 0620 511A001 252.000 EACH| 200.00000 50400.00| | Elastomeric Bearings, Type 2 | | | 0630 513B017 16902.000 LF | 140.25000 2370505.50| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0640 524B011 51.000 CUYD| 375.00000 19125.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0650 530A001 2308.000 LF | 19.00000 43852.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0660 530A002 1333.000 LF | 27.00000 35991.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0670 530A006 102.000 LF | 65.00000 6630.00| | 48" Roadway Pipe (Class 3 R.C.) | | | 0680 530A013 180.000 LF | 30.00000 5400.00| | 24" Roadway Pipe (Class 4 R.C.) | | | 0690 530A155 109.000 LF | 27.00000 2943.00| | 24" Roadway Pipe(14 Gauge C.C.S.) | | | 0700 530A601 544.000 LF | 27.00000 14688.00| | 18" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0710 530B002 85.000 LF | 35.00000 2975.00| | 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0720 530B003 67.000 LF | 45.00000 3015.00| | 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0730 535A002 836.000 LF | 28.00000 23408.00| | 24" Side Drain Pipe | | | 0740 535B091 37.000 LF | 39.00000 1443.00| | 29" Span, 18" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -18 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 600A000 LUMP| 1476500.00000 1476500.00| | Mobilization | | | 0760 602A000 74.000 EACH| 75.00000 5550.00| | Right Of Way Markers | | | 0770 610C001 10530.000 TON | 14.50000 152685.00| | Loose Riprap, Class 2 | | | 0780 610D002 8162.000 SQYD| 1.35000 11018.70| | Filter Blanket, Geotextile (Non-Woven) | | | 0790 614A000 905.000 CUYD| 155.00000 140275.00| | Slope Paving | | | 0800 618B002 1280.000 SQYD| 25.00000 32000.00| | Concrete Driveway, 6" Thick | | | 0810 619A002 8.000 EACH| 500.00000 4000.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0820 619A003 15.000 EACH| 600.00000 9000.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0830 619A007 2.000 EACH| 1050.00000 2100.00| | 48" Roadway Pipe End Treatment, Class 1 | | | 0840 619A102 24.000 EACH| 650.00000 15600.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0850 619B017 1.000 EACH| 775.00000 775.00| | 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0860 619B018 2.000 EACH| 850.00000 1700.00| | 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0870 619B117 2.000 EACH| 875.00000 1750.00| | 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0880 620A000 2.000 CUYD| 350.00000 700.00| | Minor Structure Concrete | | | 0890 621A004 1.000 EACH| 12500.00000 12500.00| | Junction Boxes, Type 4 | | | 0900 621A005 13.000 EACH| 2000.00000 26000.00| | Junction Boxes, Type 1 | | | 0910 621A010 2.000 EACH| 2450.00000 4900.00| | Junction Boxes, Type 3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -19 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 621A058 2.000 EACH| 3100.00000 6200.00| | Junction Boxes, Type 3 (Modified) | | | 0930 621B005 2.000 EACH| 500.00000 1000.00| | Junction Box Units, Type 1 | | | 0940 621C004 1.000 EACH| 3550.00000 3550.00| | Inlets, Type GH | | | 0950 621C015 22.000 EACH| 2450.00000 53900.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0960 621C020 2.000 EACH| 1500.00000 3000.00| | Inlets, Type Y | | | 0970 621C027 3.000 EACH| 1750.00000 5250.00| | Inlets, Type C | | | 0980 621C053 6.000 EACH| 1150.00000 6900.00| | Inlets, Type Special (Partial) | | | 0990 621C111 6.000 EACH| 3850.00000 23100.00| | Inlets, Type PB | | | 1000 621D015 15.000 EACH| 2575.00000 38625.00| | Inlet Units, Type S1 Or S3 | | | 1010 621D019 1.000 EACH| 500.00000 500.00| | Inlet Units, Type Y | | | 1020 623A000 95.000 LF | 21.00000 1995.00| | Concrete Gutter | | | 1030 623C000 9815.000 LF | 10.50000 103057.50| | Combination Curb & Gutter, Type C | | | 1040 623C004 294.000 LF | 10.50000 3087.00| | Combination Curb & Gutter, Type C | | | (Special) | | | 1050 630A001 175.000 LF | 14.50000 2537.50| | Steel Beam Guardrail, Class A, Type 2 | | | 1060 630C003 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 13 | | | 1070 630C070 4.000 EACH| 1400.00000 5600.00| | Guardrail End Anchor, Type 10 Series | | | 1080 634A010 26.000 LF | 28.50000 741.00| | Industrial Fence, 6 Feet High (With Top | | | Rail) | | | 1090 634D008 2.000 EACH| 400.00000 800.00| | Gate, 4 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -20 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 634E003 1890.000 LF | 39.65000 74938.50| | Industrial Fence, 7.33 Feet High, | | | Special Mounting | | | 1110 650A000 11320.000 CUYD| 6.50000 73580.00| | Topsoil | | | 1120 652A050 17.000 ACRE| 850.00000 14450.00| | Seeding (Mix 1A) | | | 1130 652B050 17.000 ACRE| 325.00000 5525.00| | Temporary Seeding (Mix 1AT) | | | 1140 652D050 17.000 ACRE| 650.00000 11050.00| | Seeding In Stubble (Mix 1A) | | | 1150 654A001 2206.000 SQYD| 3.00000 6618.00| | Solid Sodding (Bermuda) | | | 1160 656A000 34.000 ACRE| 350.00000 11900.00| | Mulching, Class A, Type 1 | | | 1170 658B000 3550.000 SQYD| 1.15000 4082.50| | Hydraulically Applied Wood Fiber | | | Matrix Erosion Control System | | | 1180 659A003 4215.000 SQYD| 4.25000 17913.75| | Erosion Control Netting, Class C2 | | | 1190 665F000 1620.000 EACH| 5.00000 8100.00| | Hay Bales | | | 1200 665I000 2162.000 TON | 16.50000 35673.00| | Temporary Riprap, Class 2 | | | 1210 665J000 27918.000 LF | 2.50000 69795.00| | Silt Fence, Type A | | | 1220 665K000 500.000 CUYD| 6.00000 3000.00| | Drainage Sump Excavation | | | 1230 665L000 1264.000 LF | 15.00000 18960.00| | Floating Basin Boom | | | 1240 680A000 LUMP| 85000.00000 85000.00| | Engineering Controls | | | 1250 701B016 311.000 LF | 3.91000 1216.01| | Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 1260 701C000 13.000 MILE| 340.00000 4420.00| | Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -21 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1270 701C001 23.000 MILE| 380.00000 8740.00| | Solid Temporary Traffic Stripe | | | 1280 701C008 3.000 MILE| 360.00000 1080.00| | Broken Temporary Traffic Stripe (Dotted | | | Paint) | | | 1290 701D007 9.000 MILE| 1500.00000 13500.00| | Solid Traffic Stripe Removed (Paint) | | | 1300 701D014 5.000 MILE| 1300.00000 6500.00| | Broken Traffic Stripe Removed (Paint) | | | 1310 701E003 11408.000 LF | 1.20000 13689.60| | Solid Temporary Traffic Stripe (Tape) | | | 1320 701E013 6960.000 LF | 1.20000 8352.00| | Broken Temporary Traffic Stripe (Tape) | | | 1330 701G121 3780.000 LF | 1.25000 4725.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1340 701G125 1891.000 LF | 3.10000 5862.10| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1350 701G133 3781.000 LF | 2.94000 11116.14| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1360 701H002 3780.000 LF | 0.25000 945.00| | Solid Traffic Stripe Removed (Tape) | | | 1370 701H007 1890.000 LF | 0.25000 472.50| | Broken Traffic Stripe Removed (Tape) | | | 1380 701H010 1876.000 LF | 0.30000 562.80| | Dotted Traffic Stripe Removed (Paint) | | | 1390 702A040 6.000 MILE| 2000.00000 12000.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1400 702A041 7.000 MILE| 4000.00000 28000.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1410 702A043 5.000 MILE| 4000.00000 20000.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 004 -22 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1420 702B011 7904.000 LF | 1.75000 13832.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 1430 703A002 3012.000 SQFT| 1.90000 5722.80| | Traffic Control Markings, Class 2, Type | | | A | | | 1440 703A010 1597.000 SQFT| 15.50000 24753.50| | Traffic Control Markings,Class 3W,Type | | | 1450 703B002 359.000 SQFT| 3.00000 1077.00| | Traffic Control Legends, Class 2, Type | | | 1460 703C000 762.000 SQFT| 3.00000 2286.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1470 703D001 762.000 SQFT| 1.30000 990.60| | Temporary Traffic Control Markings | | | 1480 705A011 2621.000 EACH| 4.50000 11794.50| | Pavement Markers, Class C, Type 1-A | | | 1490 705A012 1713.000 EACH| 4.50000 7708.50| | Pavement Markers, Class C, Type 1-B | | | 1500 705A022 12.000 EACH| 4.50000 54.00| | Pavement Markers, Class C, Type 2-C | | | 1510 705A023 189.000 EACH| 4.50000 850.50| | Pavement Markers, Class C, Type 2-D | | | 1520 705A024 98.000 EACH| 4.50000 441.00| | Pavement Markers, Class C, Type 2-E | | | 1530 705A030 80.000 EACH| 5.25000 420.00| | Pavement Markers, Class A-H, Type 2-C | | | 1540 705A031 643.000 EACH| 5.00000 3215.00| | Pavement Markers, Class A-H, Type 1-A | | | 1550 705A032 95.000 EACH| 5.00000 475.00| | Pavement Markers, Class A-H, Type 1-B | | | 1560 705A037 115.000 EACH| 5.25000 603.75| | Pavement Markers, Class A-H, Type 2-D | | | 1570 705A038 52.000 EACH| 5.25000 273.00| | Pavement Markers, Class A-H, Type 2-E | | | 1580 707B003 4.000 EACH| 225.00000 900.00| | Type A Hazard Marker Installation | | | 1590 710A115 128.000 SQFT| 21.00000 2688.00| | 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 : 07/29/02 PAGE : 004 -23 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020726004 COUNTIES : LAUDERDALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1600 710A126 177.000 SQFT| 24.00000 4248.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1610 710B001 500.000 LF | 7.50000 3750.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1620 713A000 50.000 LF | 98.50000 4925.00| | Permanent Barricades | | | 1630 724A000 9390.000 LF | 11.00000 103290.00| | Temporary Asphalt Island | | | 1640 740B000 2435.000 SQFT| 11.50000 28002.50| | Construction Signs | | | 1650 740C000 150.000 SQFT| 12.00000 1800.00| | Special Construction Signs | | | 1660 740D000 550.000 EACH| 100.00000 55000.00| | Channelizing Drums | | | 1670 740E000 30.000 EACH| 15.00000 450.00| | Cones (36 Inches High) | | | 1680 740F002 121.000 EACH| 305.00000 36905.00| | Barricades, Type III | | | 1690 740I005 40.000 EACH| 1700.00000 68000.00| | Warning Lights, Type B (Detachable Head | | | 1700 740L003 42.000 EACH| 95.00000 3990.00| | Vertical Panel, Type I, Single-Sided | | | 1710 740M001 30.000 EACH| 10.00000 300.00| | Ballast For Cone | | | 1720 741C010 3.000 EACH| 5000.00000 15000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1730 742A001 3.000 EACH| 20000.00000 60000.00| | Portable Changeable Message Sign, Type | | | 1740 999 000 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 13,366,844.85| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,366,844.85| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20020726030 COUNTIES : ETOWAH LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-CN02(206) for constructing the Widening, Resurfacing, Traffic Stripe, and Guardrail on C.R.#71 from U.S.#278 in Hokes Bluff to the Cherokee County line. Length - 8.639 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,105,358.14 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,153,442.50 104.3501% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020726030 COUNTIES : ETOWAH LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 79.000 SQYD| 10.00000 790.00| 22.00000 1738.00| Removing Concrete Driveway | | | 0020 210D001 18504.000 CUYD| 5.00000 92520.00| 8.00000 148032.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 405A000 7028.000 GAL | 1.10000 7730.80| 1.25000 8785.00| Tack Coat | | | 0040 408A052 10800.000 SQYD| 1.00000 10800.00| 1.00000 10800.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 429A220 6862.000 TON | 37.55000 257668.10| 33.00000 226446.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429A226 553.000 TON | 34.64000 19155.92| 33.00000 18249.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 429B229 12968.000 TON | 27.39000 355193.52| 29.00000 376072.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 429C224 720.000 TON | 40.37000 29066.40| 65.00000 46800.00| Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0090 429C231 1803.000 TON | 28.33000 51078.99| 29.00000 52287.00| Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0100 600A000 LUMP| 45620.00000 45620.00| 18295.00000 18295.00| Mobilization | | | 0110 630A021 12149.000 LF | 9.00000 109341.00| 9.00000 109341.00| Steel Beam Guardrail, Class A, Type | | | 2(Steel Post) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020726030 COUNTIES : ETOWAH LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 630C022 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| Guardrail End Anchor, Type Special | | | 0130 630C040 4.000 EACH| 2250.00000 9000.00| 2250.00000 9000.00| Guardrail End Anchor, Type 13 (Modified | | | 0140 630C050 6.000 EACH| 1400.00000 8400.00| 1400.00000 8400.00| Guardrail End Anchor, Type 20 Series | | | 0150 630C070 26.000 EACH| 1210.00000 31460.00| 1210.00000 31460.00| Guardrail End Anchor, Type 10 Series | | | 0160 665F000 327.000 EACH| 4.00000 1308.00| 20.00000 6540.00| Hay Bales | | | 0170 665J000 3266.000 LF | 3.10000 10124.60| 3.50000 11431.00| Silt Fence, Type A | | | 0180 701A031 18.000 MILE| 890.00000 16020.00| 890.00000 16020.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0190 701A035 13.000 MILE| 1040.00000 13520.00| 1040.00000 13520.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701A045 5.000 MILE| 600.00000 3000.00| 600.00000 3000.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0210 701C000 10.000 MILE| 300.00000 3000.00| 300.00000 3000.00| Broken Temporary Traffic Stripe | | | 0220 701C001 26.000 MILE| 320.00000 8320.00| 320.00000 8320.00| Solid Temporary Traffic Stripe | | | 0230 703A002 720.000 SQFT| 1.80000 1296.00| 1.80000 1296.00| Traffic Control Markings, Class 2, Type | | | A | | | 0240 703D001 720.000 SQFT| 1.00000 720.00| 1.00000 720.00| Temporary Traffic Control Markings | | | 0250 705A032 847.000 EACH| 4.70000 3980.90| 4.70000 3980.90| Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 229.000 EACH| 4.90000 1122.10| 4.90000 1122.10| Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 549.000 SQFT| 7.69000 4221.81| 12.50000 6862.50| Construction Signs | | | 0280 740D000 50.000 EACH| 20.00000 1000.00| 35.00000 1750.00| Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020726030 COUNTIES : ETOWAH LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 740E000 50.000 EACH| 3.00000 150.00| 6.00000 300.00| Cones (36 Inches High) | | | 0300 740M001 50.000 EACH| 1.00000 50.00| 3.50000 175.00| Ballast For Cone | | | 0310 740O000 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| Pilot Car | | | SECTION TOTALS | $ 1,105,358.14| $ 1,153,442.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,105,358.14| $ 1,153,442.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 225 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MAAA-102(512) for constructing the Widening, Resurfacing, and Traffic Stripe (Additional Lanes) on U.S.#31 from MP 217.466 to I-65 (MP 219.641) in Clanton. Length - 2.575 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 3,779,731.55 100.0000% 2 16048 WALKER PATTON COMPANY, INC. $ 3,862,107.52 102.1794% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 3,884,332.96 102.7674% 4 01018 APAC-ALABAMA, INC. $ 4,229,035.49 111.8872% 5 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 4,242,397.52 112.2407% 6 20023 TEN-T CORPORATION $ 4,519,175.48 119.5634% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 16048 |( 3 ) 07003 |DUNN CONSTRUCTION CO., INC. |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 138484.89000 138484.89| 68481.00000 68481.00| 215000.00000 215000.00 Clearing & Grubbing (Approximately 40 | | | ACRES) | | | 0020 206C000 870.000 SQYD| 4.06000 3532.20| 5.00000 4350.00| 3.50000 3045.00 Removing Concrete Sidewalk | | | 0030 206C002 789.000 SQYD| 4.06000 3203.34| 3.00000 2367.00| 5.30000 4181.70 Removing Concrete Slope Paving | | | 0040 206C010 2180.000 SQYD| 10.15000 22127.00| 5.00000 10900.00| 4.50000 9810.00 Removing Concrete Driveway | | | 0050 206D000 3185.000 LF | 4.06000 12931.10| 5.00000 15925.00| 6.50000 20702.50 Removing Pipe | | | 0060 206D002 5820.000 LF | 2.54000 14782.80| 2.75000 16005.00| 4.70000 27354.00 Removing Curb | | | 0070 206D003 993.000 LF | 2.54000 2522.22| 2.75000 2730.75| 5.00000 4965.00 Removing Curb And Gutter | | | 0080 206E000 26.000 EACH| 507.74000 13201.24| 150.00000 3900.00| 299.00000 7774.00 Removing Headwalls | | | 0090 206E001 11.000 EACH| 761.60000 8377.60| 250.00000 2750.00| 321.00000 3531.00 Removing Inlets | | | 0100 206E002 3.000 EACH| 761.60000 2284.80| 250.00000 750.00| 500.00000 1500.00 Removing Junction Boxes | | | 0110 210A000 11790.000 CUYD| 8.12000 95734.80| 4.00000 47160.00| 3.50000 41265.00 Unclassified Excavation | | | 0120 210D013 8046.000 CUYD| 4.00000 32184.00| 5.25000 42241.50| 5.50000 44253.00 Borrow Excavation (A-4(0) or Better) | | | 0130 214A000 8983.000 CUYD| 6.09000 54706.47| 8.00000 71864.00| 4.00000 35932.00 Structure Excavation | | | 0140 214B001 2240.000 CUYD| 18.28000 40947.20| 22.50000 50400.00| 18.00000 40320.00 Foundation Backfill, Commercial | | | 0150 230A000 136.000 RBST| 299.62000 40748.32| 275.00000 37400.00| 312.00000 42432.00 Roadbed Processing | | | 0160 301A012 50390.000 SQYD| 4.63000 233305.70| 5.75000 289742.50| 5.00000 251950.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0170 305B060 150.000 TON | 17.20000 2580.00| 28.00000 4200.00| 14.00000 2100.00 Crushed Aggregate, Section 825, 1" DOWN | | | FOR MISCELLANEOUS USE | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 16048 |( 3 ) 07003 |DUNN CONSTRUCTION CO., INC. |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 401A000 47378.000 SQYD| 0.34000 16108.52| 0.35000 16582.30| 0.35000 16582.30 Bituminous Treatment A | | | 0190 401B108 59912.000 SQYD| 0.68000 40740.16| 0.70000 41938.40| 0.62000 37145.44 Bituminous Treatment G (With Polymer | | | Additive) | | | 0200 405A000 12555.000 GAL | 0.87000 10922.85| 0.91000 11425.05| 0.91000 11425.05 Tack Coat | | | 0210 410C000 1.000 EACH| 3780.43000 3780.43| 39.31000 39.31| 3931.00000 3931.00 Contractor Retained Profilograph | | | 0220 420A011 4652.000 TON | 49.18000 228785.36| 53.31000 247998.12| 53.31000 247998.12 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0230 424A360 5852.000 TON | 32.08000 187732.16| 34.00000 198968.00| 34.00000 198968.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 424A366 200.000 TON | 48.11000 9622.00| 50.00000 10000.00| 50.00000 10000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424A369 50.000 TON | 53.19000 2659.50| 55.00000 2750.00| 75.00000 3750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B652 18619.000 TON | 27.53000 512581.07| 28.05000 522262.95| 28.05000 522262.95 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0270 424B656 50.000 TON | 57.88000 2894.00| 60.00000 3000.00| 60.00000 3000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0275 424B658 1000.000 TON | 35.27000 35270.00| 36.35000 36350.00| 36.35000 36350.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424B663 50.000 TON | 50.57000 2528.50| 52.00000 2600.00| 72.00000 3600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 16048 |( 3 ) 07003 |DUNN CONSTRUCTION CO., INC. |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424C361 16583.000 TON | 29.19000 484057.77| 30.40000 504123.20| 30.40000 504123.20 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0300 424C365 50.000 TON | 59.42000 2971.00| 62.00000 3100.00| 72.00000 3600.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0310 424C371 50.000 TON | 54.44000 2722.00| 56.00000 2800.00| 72.00000 3600.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0320 502A000 3360.000 LB | 1.12000 3763.20| 0.60000 2016.00| 0.70000 2352.00 Steel Reinforcement | | | 0330 524B011 27.000 CUYD| 482.35000 13023.45| 600.00000 16200.00| 600.00000 16200.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0340 530A001 12397.000 LF | 19.29000 239138.13| 29.00000 359513.00| 14.00000 173558.00 18" Roadway Pipe (Class 3 R.C.) | | | 0350 530A002 890.000 LF | 27.42000 24403.80| 41.50000 36935.00| 20.00000 17800.00 24" Roadway Pipe (Class 3 R.C.) | | | 0360 530A003 975.000 LF | 37.57000 36630.75| 52.00000 50700.00| 27.00000 26325.00 30" Roadway Pipe (Class 3 R.C.) | | | 0370 530A100 12.000 LF | 60.93000 731.16| 45.23000 542.76| 25.00000 300.00 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 530A101 87.000 LF | 60.93000 5300.91| 55.23000 4805.01| 26.00000 2262.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0390 530A102 40.000 LF | 71.08000 2843.20| 73.33000 2933.20| 35.00000 1400.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0400 530B003 33.000 LF | 76.16000 2513.28| 87.00000 2871.00| 60.00000 1980.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0410 535A080 92.000 LF | 20.31000 1868.52| 26.01000 2392.92| 22.00000 2024.00 18" Side Drain Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 16048 |( 3 ) 07003 |DUNN CONSTRUCTION CO., INC. |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 600A000 LUMP| 122000.00000 122000.00| 113000.00000 113000.00| 260000.00000 260000.00 Mobilization | | | 0430 601A000 1.000 EACH| 1000.00000 1000.00| 12000.00000 12000.00| 7000.00000 7000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0440 602A000 8.000 EACH| 160.34000 1282.72| 150.00000 1200.00| 100.00000 800.00 Right Of Way Markers | | | 0450 602C000 10.000 EACH| 187.06000 1870.60| 175.00000 1750.00| 120.00000 1200.00 Permanent Easement Marker | | | 0460 606A000 1000.000 LF | 6.09000 6090.00| 5.00000 5000.00| 6.50000 6500.00 6" Underdrain Pipe | | | 0470 610C001 87.000 TON | 20.31000 1766.97| 31.50000 2740.50| 23.00000 2001.00 Loose Riprap, Class 2 | | | 0480 610D000 75.000 SQYD| 4.06000 304.50| 4.00000 300.00| 3.00000 225.00 Filter Blanket | | | 0490 618A000 1242.000 SQYD| 20.31000 25225.02| 25.00000 31050.00| 21.00000 26082.00 Concrete Sidewalk, 4" Thick | | | 0500 619A002 7.000 EACH| 660.06000 4620.42| 400.00000 2800.00| 325.00000 2275.00 18" Roadway Pipe End Treatment, Class 1 | | | 0510 619A003 3.000 EACH| 715.91000 2147.73| 600.00000 1800.00| 378.00000 1134.00 24" Roadway Pipe End Treatment, Class 1 | | | 0520 619A101 5.000 EACH| 660.06000 3300.30| 400.00000 2000.00| 325.00000 1625.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0530 619B018 3.000 EACH| 771.76000 2315.28| 900.00000 2700.00| 700.00000 2100.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0540 620A000 6.000 CUYD| 670.21000 4021.26| 900.00000 5400.00| 270.00000 1620.00 Minor Structure Concrete | | | 0550 621A000 11.000 EACH| 2391.44000 26305.84| 1900.00000 20900.00| 1000.00000 11000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0560 621B000 2.000 EACH| 335.11000 670.22| 400.00000 800.00| 750.00000 1500.00 Junction Box Units, Type 1, 1P Or 5 | | | 0570 621C015 71.000 EACH| 2000.75000 142053.25| 2000.00000 142000.00| 1550.00000 110050.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0580 621C016 2.000 EACH| 2000.75000 4001.50| 2000.00000 4000.00| 1750.00000 3500.00 Inlets, Type S2 Or S4 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 16048 |( 3 ) 07003 |DUNN CONSTRUCTION CO., INC. |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 621C017 5.000 EACH| 2117.29000 10586.45| 2250.00000 11250.00| 1700.00000 8500.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0600 621C032 4.000 EACH| 2284.81000 9139.24| 1800.00000 7200.00| 2300.00000 9200.00 Inlets, Type C (Modified) | | | 0610 621D015 29.000 EACH| 279.25000 8098.25| 400.00000 11600.00| 300.00000 8700.00 Inlet Units, Type S1 Or S3 | | | 0620 621D016 2.000 EACH| 335.11000 670.22| 500.00000 1000.00| 500.00000 1000.00 Inlet Units, Type S2 Or S4 | | | 0630 621I000 2.000 EACH| 7006.75000 14013.50| 4600.00000 9200.00| 4500.00000 9000.00 Stilling Basins, Type 00 | | | 0640 623A000 5772.000 LF | 20.48000 118210.56| 12.00000 69264.00| 11.50000 66378.00 Concrete Gutter | | | 0650 623B000 45.000 LF | 9.41000 423.45| 13.50000 607.50| 16.00000 720.00 Concrete Curb, Type N | | | 0660 623B001 56.000 LF | 34.87000 1952.72| 43.00000 2408.00| 37.00000 2072.00 Concrete Curb, Type N Special | | | 0670 623C000 22299.000 LF | 7.75000 172817.25| 8.50000 189541.50| 7.00000 156093.00 Combination Curb & Gutter, Type C | | | 0680 650A000 667.000 CUYD| 8.12000 5416.04| 8.00000 5336.00| 7.00000 4669.00 Topsoil | | | 0690 654A001 26600.000 SQYD| 2.70000 71820.00| 3.50000 93100.00| 3.00000 79800.00 Solid Sodding (Bermuda) | | | 0700 665A000 2.000 ACRE| 310.00000 620.00| 600.00000 1200.00| 250.00000 500.00 Temporary Seeding | | | 0710 665B000 2.000 ACRE| 332.14000 664.28| 600.00000 1200.00| 250.00000 500.00 Temporary Mulching | | | 0720 665F000 500.000 EACH| 4.15000 2075.00| 6.00000 3000.00| 6.00000 3000.00 Hay Bales | | | 0730 665G000 176.000 EACH| 2.21000 388.96| 3.25000 572.00| 1.65000 290.40 Sand Bags | | | 0740 665I000 80.000 TON | 30.46000 2436.80| 21.25000 1700.00| 17.00000 1360.00 Temporary Riprap, Class 2 | | | 0750 665J000 21370.000 LF | 2.41000 51501.70| 2.30000 49151.00| 2.40000 51288.00 Silt Fence, Type A | | | 0760 665K000 40.000 CUYD| 10.15000 406.00| 12.50000 500.00| 25.00000 1000.00 Drainage Sump Excavation | | | 0770 680A000 LUMP| 81928.04000 81928.04| 50000.00000 50000.00| 175000.00000 175000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 16048 |( 3 ) 07003 |DUNN CONSTRUCTION CO., INC. |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 701C000 10.000 MILE| 273.87000 2738.70| 250.00000 2500.00| 250.00000 2500.00 Broken Temporary Traffic Stripe | | | 0790 701C001 18.000 MILE| 339.60000 6112.80| 310.00000 5580.00| 310.00000 5580.00 Solid Temporary Traffic Stripe | | | 0800 701D007 18.000 MILE| 1314.58000 23662.44| 1200.00000 21600.00| 1200.00000 21600.00 Solid Traffic Stripe Removed (Paint) | | | 0810 701D008 10.000 MILE| 1643.22000 16432.20| 1500.00000 15000.00| 1500.00000 15000.00 Solid Traffic Stripe Removed (Plastic) | | | 0820 701D014 10.000 MILE| 712.06000 7120.60| 650.00000 6500.00| 650.00000 6500.00 Broken Traffic Stripe Removed (Paint) | | | 0830 701D015 5.000 MILE| 931.16000 4655.80| 850.00000 4250.00| 850.00000 4250.00 Broken Traffic Stripe Removed (Plastic) | | | 0840 702A040 6.000 MILE| 2245.74000 13474.44| 2050.00000 12300.00| 2050.00000 12300.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0850 702A042 4.000 MILE| 2245.74000 8982.96| 2050.00000 8200.00| 2050.00000 8200.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0860 702A043 6.000 MILE| 4820.12000 28920.72| 4400.00000 26400.00| 4050.00000 24300.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0870 702B011 1410.000 LF | 1.64000 2312.40| 1.50000 2115.00| 1.50000 2115.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0880 702C010 1600.000 LF | 0.88000 1408.00| 0.80000 1280.00| 0.80000 1280.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0890 703A002 9471.000 SQFT| 1.75000 16574.25| 1.60000 15153.60| 1.60000 15153.60 Traffic Control Markings, Class 2, Type | | | A | | | 0900 703B002 292.000 SQFT| 1.75000 511.00| 1.60000 467.20| 1.60000 467.20 Traffic Control Legends, Class 2, Type | | | 0910 703D001 1344.000 SQFT| 1.10000 1478.40| 1.00000 1344.00| 1.00000 1344.00 Temporary Traffic Control Markings | | | 0920 705A012 422.000 EACH| 3.83000 1616.26| 3.50000 1477.00| 3.50000 1477.00 Pavement Markers, Class C, Type 1-B | | | 0930 705A023 1340.000 EACH| 3.83000 5132.20| 3.50000 4690.00| 3.50000 4690.00 Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -8 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 16048 |( 3 ) 07003 |DUNN CONSTRUCTION CO., INC. |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 705A024 214.000 EACH| 3.83000 819.62| 3.50000 749.00| 3.50000 749.00 Pavement Markers, Class C, Type 2-E | | | 0950 705A030 114.000 EACH| 4.66000 531.24| 4.25000 484.50| 4.25000 484.50 Pavement Markers, Class A-H, Type 2-C | | | 0960 705A031 336.000 EACH| 4.66000 1565.76| 4.25000 1428.00| 4.25000 1428.00 Pavement Markers, Class A-H, Type 1-A | | | 0970 705A032 211.000 EACH| 4.66000 983.26| 4.25000 896.75| 4.25000 896.75 Pavement Markers, Class A-H, Type 1-B | | | 0980 705A037 296.000 EACH| 4.66000 1379.36| 4.25000 1258.00| 4.25000 1258.00 Pavement Markers, Class A-H, Type 2-D | | | 0990 705A038 184.000 EACH| 4.66000 857.44| 4.25000 782.00| 4.25000 782.00 Pavement Markers, Class A-H, Type 2-E | | | 1000 730C000 LUMP| 4108.06000 4108.06| 500.00000 500.00| 5500.00000 5500.00 Furnishing And Installing Traffic | | | Control Unit (US 31 AT INTERSECTION OF | | | WAL-MART | | | 1030 730E000 2.000 EACH| 2081.41000 4162.82| 1000.00000 2000.00| 1000.00000 2000.00 Metal Traffic Signal Pole Foundation | | | 1040 730G001 2.000 EACH| 3286.44000 6572.88| 4000.00000 8000.00| 4000.00000 8000.00 Metal Traffic Signal Strain Pole | | | 1050 730H001 11500.000 LF | 2.46000 28290.00| 2.25000 25875.00| 2.50000 28750.00 Loop Wire | | | 1060 730I001 1750.000 LF | 1.37000 2397.50| 1.50000 2625.00| 1.50000 2625.00 Loop Detector Lead-In-Cable | | | 1070 730J010 4.000 EACH| 120.50000 482.00| 200.00000 800.00| 200.00000 800.00 Vehicle Loop Detector | | | 1080 730K000 2.000 EACH| 290.30000 580.60| 300.00000 600.00| 300.00000 600.00 Traffic Signal Junction Box | | | 1085 730L003 100.000 LF | 3.29000 329.00| 7.00000 700.00| 7.00000 700.00 1", Non-Metallic, Conduit | | | 1100 730N010 2.000 EACH| 547.74000 1095.48| 500.00000 1000.00| 500.00000 1000.00 Luminaire Extension Assembly, 12 FEET | | | 1130 730P011 5.000 EACH| 520.35000 2601.75| 400.00000 2000.00| 400.00000 2000.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1140 730P013 1.000 EACH| 712.06000 712.06| 600.00000 600.00| 600.00000 600.00 Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -9 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 16048 |( 3 ) 07003 |DUNN CONSTRUCTION CO., INC. |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 740B000 1117.000 SQFT| 8.16000 9114.72| 7.00000 7819.00| 7.25000 8098.25 Construction Signs | | | 1170 740D000 795.000 EACH| 67.59000 53734.05| 58.00000 46110.00| 60.00000 47700.00 Channelizing Drums | | | 1180 740F002 34.000 EACH| 186.46000 6339.64| 160.00000 5440.00| 155.00000 5270.00 Barricades, Type III | | | 1190 740I005 17.000 EACH| 437.03000 7429.51| 375.00000 6375.00| 430.00000 7310.00 Warning Lights, Type B (Detachable Head | | | 1200 740Q000 500.000 LF | 3.50000 1750.00| 2.25000 1125.00| 2.70000 1350.00 Construction Safety Fence | | | 1210 741C010 1.000 EACH| 4078.92000 4078.92| 3500.00000 3500.00| 4000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1215 745A000 4.000 HOUR| 23.31000 93.24| 25.00000 100.00| 35.00000 140.00 Uniformed Police Officer | | | 1220 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,779,731.55| $ 3,862,107.52| $ 3,884,332.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,779,731.55| $ 3,862,107.52| $ 3,884,332.96 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -10 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 23024 |( 6 ) 20023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |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| 67000.00000 67000.00| 87300.00000 87300.00| 30000.00000 30000.00 Clearing & Grubbing (Approximately 40 | | | ACRES) | | | 0020 206C000 870.000 SQYD| 5.15000 4480.50| 4.95000 4306.50| 3.20000 2784.00 Removing Concrete Sidewalk | | | 0030 206C002 789.000 SQYD| 5.15000 4063.35| 4.95000 3905.55| 3.50000 2761.50 Removing Concrete Slope Paving | | | 0040 206C010 2180.000 SQYD| 5.15000 11227.00| 4.95000 10791.00| 3.50000 7630.00 Removing Concrete Driveway | | | 0050 206D000 3185.000 LF | 11.85000 37742.25| 11.39000 36277.15| 5.00000 15925.00 Removing Pipe | | | 0060 206D002 5820.000 LF | 5.67000 32999.40| 5.45000 31719.00| 2.75000 16005.00 Removing Curb | | | 0070 206D003 993.000 LF | 5.67000 5630.31| 5.45000 5411.85| 3.50000 3475.50 Removing Curb And Gutter | | | 0080 206E000 26.000 EACH| 515.00000 13390.00| 495.00000 12870.00| 200.00000 5200.00 Removing Headwalls | | | 0090 206E001 11.000 EACH| 566.50000 6231.50| 544.50000 5989.50| 250.00000 2750.00 Removing Inlets | | | 0100 206E002 3.000 EACH| 566.50000 1699.50| 544.50000 1633.50| 300.00000 900.00 Removing Junction Boxes | | | 0110 210A000 11790.000 CUYD| 4.40000 51876.00| 4.21000 49635.90| 7.95000 93730.50 Unclassified Excavation | | | 0120 210D013 8046.000 CUYD| 8.75000 70402.50| 8.42000 67747.32| 10.25000 82471.50 Borrow Excavation (A-4(0) or Better) | | | 0130 214A000 8983.000 CUYD| 0.01000 89.83| 0.01000 89.83| 8.50000 76355.50 Structure Excavation | | | 0140 214B001 2240.000 CUYD| 12.00000 26880.00| 11.88000 26611.20| 24.50000 54880.00 Foundation Backfill, Commercial | | | 0150 230A000 136.000 RBST| 390.00000 53040.00| 371.25000 50490.00| 895.00000 121720.00 Roadbed Processing | | | 0160 301A012 50390.000 SQYD| 5.30000 267067.00| 5.10000 256989.00| 6.50000 327535.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0170 305B060 150.000 TON | 20.60000 3090.00| 19.80000 2970.00| 25.00000 3750.00 Crushed Aggregate, Section 825, 1" DOWN | | | FOR MISCELLANEOUS USE | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -11 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 23024 |( 6 ) 20023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 401A000 47378.000 SQYD| 0.46000 21793.88| 0.38000 18003.64| 0.40000 18951.20 Bituminous Treatment A | | | 0190 401B108 59912.000 SQYD| 0.64000 38343.68| 0.59000 35348.08| 0.65000 38942.80 Bituminous Treatment G (With Polymer | | | Additive) | | | 0200 405A000 12555.000 GAL | 0.96000 12052.80| 1.57000 19711.35| 1.65000 20715.75 Tack Coat | | | 0210 410C000 1.000 EACH| 3000.00000 3000.00| 3400.00000 3400.00| 3500.00000 3500.00 Contractor Retained Profilograph | | | 0220 420A011 4652.000 TON | 58.25000 270979.00| 56.06000 260791.12| 57.00000 265164.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0230 424A360 5852.000 TON | 44.50000 260414.00| 32.36000 189370.72| 32.90000 192530.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 424A366 200.000 TON | 66.30000 13260.00| 41.27000 8254.00| 41.75000 8350.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424A369 50.000 TON | 56.75000 2837.50| 61.59000 3079.50| 62.00000 3100.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B652 18619.000 TON | 35.70000 664698.30| 29.53000 549819.07| 29.90000 556708.10 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0270 424B656 50.000 TON | 81.00000 4050.00| 98.94000 4947.00| 99.00000 4950.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0275 424B658 1000.000 TON | 40.70000 40700.00| 33.88000 33880.00| 34.00000 34000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424B663 50.000 TON | 56.75000 2837.50| 62.13000 3106.50| 62.90000 3145.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -12 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 23024 |( 6 ) 20023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424C361 16583.000 TON | 26.55000 440278.65| 30.81000 510922.23| 30.95000 513243.85 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0300 424C365 50.000 TON | 81.00000 4050.00| 98.94000 4947.00| 100.00000 5000.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0310 424C371 50.000 TON | 56.75000 2837.50| 61.77000 3088.50| 63.00000 3150.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0320 502A000 3360.000 LB | 0.52000 1747.20| 0.50000 1680.00| 0.55000 1848.00 Steel Reinforcement | | | 0330 524B011 27.000 CUYD| 463.50000 12514.50| 445.50000 12028.50| 470.00000 12690.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0340 530A001 12397.000 LF | 32.96000 408605.12| 31.68000 392736.96| 42.50000 526872.50 18" Roadway Pipe (Class 3 R.C.) | | | 0350 530A002 890.000 LF | 47.17000 41981.30| 45.34000 40352.60| 46.50000 41385.00 24" Roadway Pipe (Class 3 R.C.) | | | 0360 530A003 975.000 LF | 53.72000 52377.00| 51.64000 50349.00| 52.00000 50700.00 30" Roadway Pipe (Class 3 R.C.) | | | 0370 530A100 12.000 LF | 36.05000 432.60| 34.65000 415.80| 55.00000 660.00 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 530A101 87.000 LF | 30.90000 2688.30| 29.70000 2583.90| 60.00000 5220.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0390 530A102 40.000 LF | 41.20000 1648.00| 39.60000 1584.00| 65.00000 2600.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0400 530B003 33.000 LF | 66.95000 2209.35| 64.35000 2123.55| 85.00000 2805.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0410 535A080 92.000 LF | 28.85000 2654.20| 27.72000 2550.24| 42.00000 3864.00 18" Side Drain Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -13 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 23024 |( 6 ) 20023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 600A000 LUMP| 312000.00000 312000.00| 350000.00000 350000.00| 195000.00000 195000.00 Mobilization | | | 0430 601A000 1.000 EACH| 3300.00000 3300.00| 20000.00000 20000.00| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0440 602A000 8.000 EACH| 155.00000 1240.00| 150.00000 1200.00| 75.00000 600.00 Right Of Way Markers | | | 0450 602C000 10.000 EACH| 235.00000 2350.00| 225.00000 2250.00| 125.00000 1250.00 Permanent Easement Marker | | | 0460 606A000 1000.000 LF | 11.00000 11000.00| 10.89000 10890.00| 11.50000 11500.00 6" Underdrain Pipe | | | 0470 610C001 87.000 TON | 36.05000 3136.35| 34.65000 3014.55| 22.50000 1957.50 Loose Riprap, Class 2 | | | 0480 610D000 75.000 SQYD| 2.83000 212.25| 2.72000 204.00| 3.75000 281.25 Filter Blanket | | | 0490 618A000 1242.000 SQYD| 20.40000 25336.80| 21.78000 27050.76| 23.00000 28566.00 Concrete Sidewalk, 4" Thick | | | 0500 619A002 7.000 EACH| 465.00000 3255.00| 445.50000 3118.50| 465.00000 3255.00 18" Roadway Pipe End Treatment, Class 1 | | | 0510 619A003 3.000 EACH| 566.50000 1699.50| 544.50000 1633.50| 565.00000 1695.00 24" Roadway Pipe End Treatment, Class 1 | | | 0520 619A101 5.000 EACH| 463.50000 2317.50| 445.50000 2227.50| 465.00000 2325.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0530 619B018 3.000 EACH| 773.00000 2319.00| 742.50000 2227.50| 825.00000 2475.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0540 620A000 6.000 CUYD| 1090.00000 6540.00| 594.00000 3564.00| 850.00000 5100.00 Minor Structure Concrete | | | 0550 621A000 11.000 EACH| 1854.00000 20394.00| 1782.00000 19602.00| 1850.00000 20350.00 Junction Boxes, Type 1, 1P Or 5 | | | 0560 621B000 2.000 EACH| 566.50000 1133.00| 544.50000 1089.00| 600.00000 1200.00 Junction Box Units, Type 1, 1P Or 5 | | | 0570 621C015 71.000 EACH| 1854.00000 131634.00| 1782.00000 126522.00| 1850.00000 131350.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0580 621C016 2.000 EACH| 1957.00000 3914.00| 1881.00000 3762.00| 1950.00000 3900.00 Inlets, Type S2 Or S4 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -14 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 23024 |( 6 ) 20023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 621C017 5.000 EACH| 2008.50000 10042.50| 1930.50000 9652.50| 2000.00000 10000.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0600 621C032 4.000 EACH| 2060.00000 8240.00| 1980.00000 7920.00| 2100.00000 8400.00 Inlets, Type C (Modified) | | | 0610 621D015 29.000 EACH| 463.50000 13441.50| 445.50000 12919.50| 465.00000 13485.00 Inlet Units, Type S1 Or S3 | | | 0620 621D016 2.000 EACH| 463.50000 927.00| 445.50000 891.00| 465.00000 930.00 Inlet Units, Type S2 Or S4 | | | 0630 621I000 2.000 EACH| 3708.00000 7416.00| 3564.00000 7128.00| 3800.00000 7600.00 Stilling Basins, Type 00 | | | 0640 623A000 5772.000 LF | 9.56000 55180.32| 15.84000 91428.48| 16.50000 95238.00 Concrete Gutter | | | 0650 623B000 45.000 LF | 9.30000 418.50| 7.43000 334.35| 11.00000 495.00 Concrete Curb, Type N | | | 0660 623B001 56.000 LF | 33.00000 1848.00| 29.70000 1663.20| 35.00000 1960.00 Concrete Curb, Type N Special | | | 0670 623C000 22299.000 LF | 9.00000 200691.00| 8.42000 187757.58| 8.75000 195116.25 Combination Curb & Gutter, Type C | | | 0680 650A000 667.000 CUYD| 12.88000 8590.96| 12.38000 8257.46| 15.00000 10005.00 Topsoil | | | 0690 654A001 26600.000 SQYD| 2.60000 69160.00| 2.48000 65968.00| 3.50000 93100.00 Solid Sodding (Bermuda) | | | 0700 665A000 2.000 ACRE| 291.00000 582.00| 371.25000 742.50| 550.00000 1100.00 Temporary Seeding | | | 0710 665B000 2.000 ACRE| 312.00000 624.00| 371.25000 742.50| 550.00000 1100.00 Temporary Mulching | | | 0720 665F000 500.000 EACH| 3.90000 1950.00| 5.94000 2970.00| 4.00000 2000.00 Hay Bales | | | 0730 665G000 176.000 EACH| 2.08000 366.08| 2.48000 436.48| 2.50000 440.00 Sand Bags | | | 0740 665I000 80.000 TON | 46.35000 3708.00| 44.55000 3564.00| 22.50000 1800.00 Temporary Riprap, Class 2 | | | 0750 665J000 21370.000 LF | 2.30000 49151.00| 4.46000 95310.20| 4.25000 90822.50 Silt Fence, Type A | | | 0760 665K000 40.000 CUYD| 12.88000 515.20| 12.38000 495.20| 10.00000 400.00 Drainage Sump Excavation | | | 0770 680A000 LUMP| 34000.00000 34000.00| 59405.00000 59405.00| 50000.00000 50000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -15 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 23024 |( 6 ) 20023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 701C000 10.000 MILE| 257.50000 2575.00| 318.40000 3184.00| 345.00000 3450.00 Broken Temporary Traffic Stripe | | | 0790 701C001 18.000 MILE| 319.30000 5747.40| 338.30000 6089.40| 355.00000 6390.00 Solid Temporary Traffic Stripe | | | 0800 701D007 18.000 MILE| 1236.00000 22248.00| 1393.00000 25074.00| 1500.00000 27000.00 Solid Traffic Stripe Removed (Paint) | | | 0810 701D008 10.000 MILE| 1545.00000 15450.00| 1492.50000 14925.00| 1600.00000 16000.00 Solid Traffic Stripe Removed (Plastic) | | | 0820 701D014 10.000 MILE| 669.50000 6695.00| 1293.50000 12935.00| 1500.00000 15000.00 Broken Traffic Stripe Removed (Paint) | | | 0830 701D015 5.000 MILE| 875.50000 4377.50| 1194.00000 5970.00| 1350.00000 6750.00 Broken Traffic Stripe Removed (Plastic) | | | 0840 702A040 6.000 MILE| 2111.50000 12669.00| 1940.25000 11641.50| 2130.00000 12780.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0850 702A042 4.000 MILE| 2111.50000 8446.00| 1940.25000 7761.00| 2130.00000 8520.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0860 702A043 6.000 MILE| 4532.00000 27192.00| 4278.50000 25671.00| 5500.00000 33000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0870 702B011 1410.000 LF | 1.55000 2185.50| 1.74000 2453.40| 1.95000 2749.50 Dotted Profiled Traffic Stripe (6" Wide | | | 0880 702C010 1600.000 LF | 0.82000 1312.00| 1.00000 1600.00| 1.25000 2000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0890 703A002 9471.000 SQFT| 1.65000 15627.15| 1.79000 16953.09| 1.98000 18752.58 Traffic Control Markings, Class 2, Type | | | A | | | 0900 703B002 292.000 SQFT| 1.65000 481.80| 2.79000 814.68| 2.95000 861.40 Traffic Control Legends, Class 2, Type | | | 0910 703D001 1344.000 SQFT| 1.03000 1384.32| 1.00000 1344.00| 1.25000 1680.00 Temporary Traffic Control Markings | | | 0920 705A012 422.000 EACH| 3.61000 1523.42| 3.98000 1679.56| 4.25000 1793.50 Pavement Markers, Class C, Type 1-B | | | 0930 705A023 1340.000 EACH| 3.61000 4837.40| 3.98000 5333.20| 4.25000 5695.00 Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -16 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 23024 |( 6 ) 20023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 705A024 214.000 EACH| 3.61000 772.54| 3.98000 851.72| 4.25000 909.50 Pavement Markers, Class C, Type 2-E | | | 0950 705A030 114.000 EACH| 4.38000 499.32| 4.88000 556.32| 5.00000 570.00 Pavement Markers, Class A-H, Type 2-C | | | 0960 705A031 336.000 EACH| 4.38000 1471.68| 4.68000 1572.48| 5.00000 1680.00 Pavement Markers, Class A-H, Type 1-A | | | 0970 705A032 211.000 EACH| 4.38000 924.18| 4.68000 987.48| 5.00000 1055.00 Pavement Markers, Class A-H, Type 1-B | | | 0980 705A037 296.000 EACH| 4.38000 1296.48| 4.88000 1444.48| 5.10000 1509.60 Pavement Markers, Class A-H, Type 2-D | | | 0990 705A038 184.000 EACH| 4.38000 805.92| 4.88000 897.92| 5.10000 938.40 Pavement Markers, Class A-H, Type 2-E | | | 1000 730C000 LUMP| 3815.00000 3815.00| 21582.00000 21582.00| 25000.00000 25000.00 Furnishing And Installing Traffic | | | Control Unit (US 31 AT INTERSECTION OF | | | WAL-MART | | | 1030 730E000 2.000 EACH| 1960.00000 3920.00| 2296.80000 4593.60| 600.00000 1200.00 Metal Traffic Signal Pole Foundation | | | 1040 730G001 2.000 EACH| 3100.00000 6200.00| 3839.22000 7678.44| 4000.00000 8000.00 Metal Traffic Signal Strain Pole | | | 1050 730H001 11500.000 LF | 2.32000 26680.00| 2.48000 28520.00| 2.70000 31050.00 Loop Wire | | | 1060 730I001 1750.000 LF | 1.30000 2275.00| 0.99000 1732.50| 1.65000 2887.50 Loop Detector Lead-In-Cable | | | 1070 730J010 4.000 EACH| 113.30000 453.20| 148.50000 594.00| 210.00000 840.00 Vehicle Loop Detector | | | 1080 730K000 2.000 EACH| 272.95000 545.90| 272.25000 544.50| 310.00000 620.00 Traffic Signal Junction Box | | | 1085 730L003 100.000 LF | 3.09000 309.00| 4.95000 495.00| 5.25000 525.00 1", Non-Metallic, Conduit | | | 1100 730N010 2.000 EACH| 515.00000 1030.00| 1098.90000 2197.80| 600.00000 1200.00 Luminaire Extension Assembly, 12 FEET | | | 1130 730P011 5.000 EACH| 489.25000 2446.25| 483.12000 2415.60| 495.00000 2475.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1140 730P013 1.000 EACH| 669.50000 669.50| 883.08000 883.08| 1000.00000 1000.00 Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 032 -17 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020726032 COUNTIES : CHILTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 23024 |( 6 ) 20023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 740B000 1117.000 SQFT| 7.65000 8545.05| 7.35000 8209.95| 12.50000 13962.50 Construction Signs | | | 1170 740D000 795.000 EACH| 63.60000 50562.00| 60.90000 48415.50| 77.00000 61215.00 Channelizing Drums | | | 1180 740F002 34.000 EACH| 175.00000 5950.00| 168.00000 5712.00| 325.00000 11050.00 Barricades, Type III | | | 1190 740I005 17.000 EACH| 375.00000 6375.00| 367.50000 6247.50| 500.00000 8500.00 Warning Lights, Type B (Detachable Head | | | 1200 740Q000 500.000 LF | 5.77000 2885.00| 3.90000 1950.00| 8.00000 4000.00 Construction Safety Fence | | | 1210 741C010 1.000 EACH| 2000.00000 2000.00| 3675.00000 3675.00| 7500.00000 7500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1215 745A000 4.000 HOUR| 30.00000 120.00| 65.00000 260.00| 25.00000 100.00 Uniformed Police Officer | | | 1220 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,229,035.49| $ 4,242,397.52| $ 4,519,175.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,229,035.49| $ 4,242,397.52| $ 4,519,175.48 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20020726033 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0188(500) for constructing the Planing, Resurfacing, Traffic Stripe and Culvert Replacement on S.R.#188 from MP 8.685 to the east end of the Coden Bayou Bridge in Coden. Length 3.316 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 707,541.48 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 736,610.40 104.1084% 3 20044 FRANK TURNER CONSTRUCTION CO., INC. $ 827,163.23 116.9067% 4 23007 M. C. WILLIAMS CONTRACTING CO., INC. $ 904,799.93 127.8794% 5 01039 JAMES H. ADAMS & SON CONSTRUCTION COMPANY, INC. $ 989,401.50 139.8365% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020726033 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 20044 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |FRANK TURNER CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206B000 LUMP| 1873.16000 1873.16| 11707.05000 11707.05| 20000.00000 20000.00 Removal Of Old Box Culvert, Station STA | | | 12+00 | | | 0020 206C001 115.000 SQYD| 13.49000 1551.35| 11.70000 1345.50| 10.00000 1150.00 Removing Concrete Pavement | | | 0030 206E000 4.000 EACH| 149.81000 599.24| 117.05000 468.20| 75.00000 300.00 Removing Headwalls | | | 0040 214A000 500.000 CUYD| 4.28000 2140.00| 7.00000 3500.00| 8.00000 4000.00 Structure Excavation | | | 0050 214B001 450.000 CUYD| 36.86000 16587.00| 35.10000 15795.00| 35.00000 15750.00 Foundation Backfill, Commercial | | | 0060 301A012 120.000 SQYD| 13.44000 1612.80| 11.70000 1404.00| 7.10000 852.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 120.000 SQYD| 0.52000 62.40| 6.35000 762.00| 1.50000 180.00 Bituminous Treatment A | | | 0080 405A000 3980.000 GAL | 1.13000 4497.40| 0.90000 3582.00| 1.00000 3980.00 Tack Coat | | | 0090 408A052 29160.000 SQYD| 1.17000 34117.20| 0.25000 7290.00| 1.64000 47822.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0100 424A360 3112.000 TON | 31.99000 99552.88| 39.50000 122924.00| 38.91000 121087.92 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A361 1100.000 TON | 35.49000 39039.00| 38.15000 41965.00| 41.45000 45595.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424A363 5.000 TON | 84.50000 422.50| 226.80000 1134.00| 333.08000 1665.40 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424A366 5.000 TON | 134.86000 674.30| 207.90000 1039.50| 333.08000 1665.40 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020726033 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 20044 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |FRANK TURNER CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B651 5614.000 TON | 29.75000 167016.50| 34.60000 194244.40| 36.45000 204630.30 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0150 424B655 50.000 TON | 53.14000 2657.00| 50.65000 2532.50| 130.62000 6531.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B659 100.000 TON | 51.07000 5107.00| 37.75000 3775.00| 80.62000 8062.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B681 1290.000 TON | 31.19000 40235.10| 37.40000 48246.00| 42.82000 55237.80 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 428B000 7950.000 LF | 0.05000 397.50| 0.01000 79.50| 0.20000 1590.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0190 450A017 117.000 SQYD| 34.36000 4020.12| 35.10000 4106.70| 77.00000 9009.00 Plain High Early Strength Cement | | | Concrete Pavement,6 Inches Thick | | | 0200 530B006 96.000 LF | 103.23000 9910.08| 232.95000 22363.20| 139.10000 13353.60 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0210 535A410 24.000 LF | 26.06000 625.44| 35.10000 842.40| 19.50000 468.00 15" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 535A413 11.000 LF | 46.65000 513.15| 59.70000 656.70| 55.20000 607.20 30" Sidedrain Pipe(Class 3 R.C. | | | )Extension | | | 0230 600A000 LUMP| 40975.87000 40975.87| 20000.00000 20000.00| 45892.41000 45892.41 Mobilization | | | 0240 619B271 2.000 EACH| 4123.31000 8246.62| 4214.55000 8429.10| 7370.00000 14740.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0250 620A000 1.000 CUYD| 629.95000 629.95| 643.90000 643.90| 880.00000 880.00 Minor Structure Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020726033 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 20044 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |FRANK TURNER CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 622A002 21.000 EACH| 171.80000 3607.80| 470.00000 9870.00| 200.00000 4200.00 Manhole Covers Reset (Sanitary) | | | 0270 643B000 18.000 EACH| 91.63000 1649.34| 250.00000 4500.00| 100.00000 1800.00 Valve Boxes Reset | | | 0280 650A000 3031.000 CUYD| 7.12000 21580.72| 8.35000 25308.85| 6.00000 18186.00 Topsoil | | | 0290 652A061 4.000 ACRE| 572.68000 2290.72| 514.45000 2057.80| 600.00000 2400.00 Seeding (Mix 3E) | | | 0300 654A000 186.000 SQYD| 4.01000 745.86| 4.20000 781.20| 5.00000 930.00 Solid Sodding | | | 0310 656A000 4.000 ACRE| 572.68000 2290.72| 512.30000 2049.20| 600.00000 2400.00 Mulching, Class A, Type 1 | | | 0320 665F000 50.000 EACH| 6.10000 305.00| 5.90000 295.00| 5.00000 250.00 Hay Bales | | | 0330 665J000 240.000 LF | 3.32000 796.80| 3.25000 780.00| 5.00000 1200.00 Silt Fence, Type A | | | 0340 680A000 LUMP| 5737.54000 5737.54| 2000.00000 2000.00| 7500.00000 7500.00 Engineering Controls | | | 0350 701C000 6.000 MILE| 229.07000 1374.42| 175.60000 1053.60| 200.00000 1200.00 Broken Temporary Traffic Stripe | | | 0360 701C001 27.000 MILE| 286.34000 7731.18| 234.15000 6322.05| 250.00000 6750.00 Solid Temporary Traffic Stripe | | | 0370 701E001 150.000 LF | 1.15000 172.50| 0.60000 90.00| 1.00000 150.00 Solid Temporary Traffic Stripe (Paint) | | | 0380 701E011 75.000 LF | 2.00000 150.00| 0.60000 45.00| 1.75000 131.25 Broken Temporary Traffic Stripe (Paint) | | | 0390 701G125 1268.000 LF | 4.58000 5807.44| 4.10000 5198.80| 4.00000 5072.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0400 701G129 493.000 LF | 4.01000 1976.93| 4.10000 2021.30| 3.50000 1725.50 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0410 701G133 880.000 LF | 4.58000 4030.40| 4.10000 3608.00| 4.00000 3520.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0420 701H001 2148.000 LF | 0.57000 1224.36| 0.60000 1288.80| 0.50000 1074.00 Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020726033 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 20044 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |FRANK TURNER CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 701H006 493.000 LF | 0.69000 340.17| 0.60000 295.80| 0.60000 295.80 Broken Traffic Stripe Removed (Plastic) | | | 0440 702A041 7.000 MILE| 4581.46000 32070.22| 4390.15000 30731.05| 4000.00000 28000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0450 702A042 3.000 MILE| 2290.73000 6872.19| 1873.15000 5619.45| 2000.00000 6000.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0460 702A043 7.000 MILE| 4581.46000 32070.22| 4390.15000 30731.05| 4000.00000 28000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0470 702B011 290.000 LF | 2.00000 580.00| 1.15000 333.50| 1.75000 507.50 Dotted Profiled Traffic Stripe (6" Wide | | | 0480 703A002 4878.000 SQFT| 2.00000 9756.00| 1.75000 8536.50| 1.75000 8536.50 Traffic Control Markings, Class 2, Type | | | A | | | 0490 703B002 811.000 SQFT| 2.00000 1622.00| 1.75000 1419.25| 1.75000 1419.25 Traffic Control Legends, Class 2, Type | | | 0500 703C001 101.000 SQFT| 3.44000 347.44| 1.15000 116.15| 3.00000 303.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0510 703D002 5261.000 SQFT| 0.57000 2998.77| 0.30000 1578.30| 0.50000 2630.50 Temporary Traffic Control Markings | | | (Paint) | | | 0520 703E002 430.000 SQFT| 0.57000 245.10| 0.60000 258.00| 0.50000 215.00 Temporary Traffic Control Legends | | | (Paint) | | | 0530 705A030 77.000 EACH| 5.73000 441.21| 4.70000 361.90| 5.00000 385.00 Pavement Markers, Class A-H, Type 2-C | | | 0540 705A032 640.000 EACH| 5.73000 3667.20| 4.70000 3008.00| 5.00000 3200.00 Pavement Markers, Class A-H, Type 1-B | | | 0550 705A037 498.000 EACH| 5.73000 2853.54| 4.70000 2340.60| 5.00000 2490.00 Pavement Markers, Class A-H, Type 2-D | | | 0560 705A038 365.000 EACH| 5.73000 2091.45| 4.70000 1715.50| 5.00000 1825.00 Pavement Markers, Class A-H, Type 2-E | | | 0570 730H001 9948.000 LF | 3.44000 34221.12| 3.30000 32828.40| 3.00000 29844.00 Loop Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 033 -6 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020726033 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 20044 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |FRANK TURNER CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 730K000 11.000 EACH| 400.88000 4409.68| 383.10000 4214.10| 350.00000 3850.00 Traffic Signal Junction Box | | | 0590 730L005 1100.000 LF | 3.44000 3784.00| 3.30000 3630.00| 3.00000 3300.00 2", Non-Metallic, Conduit | | | 0600 740B000 1318.000 SQFT| 10.38000 13680.84| 10.30000 13575.40| 8.25000 10873.50 Construction Signs | | | 0610 740D000 50.000 EACH| 51.91000 2595.50| 30.50000 1525.00| 58.00000 2900.00 Channelizing Drums | | | 0620 740E000 300.000 EACH| 11.42000 3426.00| 11.00000 3300.00| 9.50000 2850.00 Cones (36 Inches High) | | | 0630 740F002 5.000 EACH| 288.40000 1442.00| 195.30000 976.50| 160.00000 800.00 Barricades, Type III | | | 0640 740M001 300.000 EACH| 6.92000 2076.00| 7.30000 2190.00| 6.00000 1800.00 Ballast For Cone | | | 0650 741C010 2.000 EACH| 707.77000 1415.54| 610.35000 1220.70| 1800.00000 3600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 707,541.48| $ 736,610.40| $ 827,163.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 707,541.48| $ 736,610.40| $ 827,163.23 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 033 -7 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020726033 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23007 |( 5 ) 01039 |( ) |M. C. WILLIAMS CONTRACTING |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206B000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| Removal Of Old Box Culvert, Station STA | | | 12+00 | | | 0020 206C001 115.000 SQYD| 3.00000 345.00| 4.00000 460.00| Removing Concrete Pavement | | | 0030 206E000 4.000 EACH| 175.00000 700.00| 200.00000 800.00| Removing Headwalls | | | 0040 214A000 500.000 CUYD| 6.00000 3000.00| 10.00000 5000.00| Structure Excavation | | | 0050 214B001 450.000 CUYD| 30.00000 13500.00| 35.00000 15750.00| Foundation Backfill, Commercial | | | 0060 301A012 120.000 SQYD| 8.00000 960.00| 7.00000 840.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 120.000 SQYD| 0.50000 60.00| 1.00000 120.00| Bituminous Treatment A | | | 0080 405A000 3980.000 GAL | 1.50000 5970.00| 2.00000 7960.00| Tack Coat | | | 0090 408A052 29160.000 SQYD| 2.00000 58320.00| 2.00000 58320.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0100 424A360 3112.000 TON | 46.56000 144894.72| 49.00000 152488.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A361 1100.000 TON | 46.50000 51150.00| 49.00000 53900.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424A363 5.000 TON | 100.00000 500.00| 100.00000 500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424A366 5.000 TON | 100.00000 500.00| 100.00000 500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 033 -8 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020726033 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23007 |( 5 ) 01039 |( ) |M. C. WILLIAMS CONTRACTING |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B651 5614.000 TON | 46.50000 261051.00| 49.00000 275086.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0150 424B655 50.000 TON | 50.00000 2500.00| 75.00000 3750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B659 100.000 TON | 50.00000 5000.00| 60.00000 6000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B681 1290.000 TON | 46.50000 59985.00| 53.00000 68370.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 428B000 7950.000 LF | 0.10000 795.00| 0.15000 1192.50| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0190 450A017 117.000 SQYD| 50.00000 5850.00| 60.00000 7020.00| Plain High Early Strength Cement | | | Concrete Pavement,6 Inches Thick | | | 0200 530B006 96.000 LF | 150.00000 14400.00| 120.00000 11520.00| 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0210 535A410 24.000 LF | 90.00000 2160.00| 30.00000 720.00| 15" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 535A413 11.000 LF | 100.00000 1100.00| 60.00000 660.00| 30" Sidedrain Pipe(Class 3 R.C. | | | )Extension | | | 0230 600A000 LUMP| 15000.00000 15000.00| 50000.00000 50000.00| Mobilization | | | 0240 619B271 2.000 EACH| 1665.00000 3330.00| 750.00000 1500.00| 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0250 620A000 1.000 CUYD| 667.00000 667.00| 700.00000 700.00| Minor Structure Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 033 -9 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020726033 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23007 |( 5 ) 01039 |( ) |M. C. WILLIAMS CONTRACTING |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 622A002 21.000 EACH| 350.00000 7350.00| 300.00000 6300.00| Manhole Covers Reset (Sanitary) | | | 0270 643B000 18.000 EACH| 250.00000 4500.00| 150.00000 2700.00| Valve Boxes Reset | | | 0280 650A000 3031.000 CUYD| 12.00000 36372.00| 10.00000 30310.00| Topsoil | | | 0290 652A061 4.000 ACRE| 800.00000 3200.00| 600.00000 2400.00| Seeding (Mix 3E) | | | 0300 654A000 186.000 SQYD| 5.00000 930.00| 5.00000 930.00| Solid Sodding | | | 0310 656A000 4.000 ACRE| 800.00000 3200.00| 600.00000 2400.00| Mulching, Class A, Type 1 | | | 0320 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| Hay Bales | | | 0330 665J000 240.000 LF | 5.00000 1200.00| 5.00000 1200.00| Silt Fence, Type A | | | 0340 680A000 LUMP| 5000.00000 5000.00| 25000.00000 25000.00| Engineering Controls | | | 0350 701C000 6.000 MILE| 210.00000 1260.00| 300.00000 1800.00| Broken Temporary Traffic Stripe | | | 0360 701C001 27.000 MILE| 262.50000 7087.50| 400.00000 10800.00| Solid Temporary Traffic Stripe | | | 0370 701E001 150.000 LF | 1.05000 157.50| 1.00000 150.00| Solid Temporary Traffic Stripe (Paint) | | | 0380 701E011 75.000 LF | 1.84000 138.00| 1.00000 75.00| Broken Temporary Traffic Stripe (Paint) | | | 0390 701G125 1268.000 LF | 4.20000 5325.60| 3.00000 3804.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0400 701G129 493.000 LF | 3.68000 1814.24| 3.00000 1479.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0410 701G133 880.000 LF | 4.20000 3696.00| 3.00000 2640.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0420 701H001 2148.000 LF | 0.53000 1138.44| 1.00000 2148.00| Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 033 -10 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020726033 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23007 |( 5 ) 01039 |( ) |M. C. WILLIAMS CONTRACTING |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 701H006 493.000 LF | 0.63000 310.59| 1.00000 493.00| Broken Traffic Stripe Removed (Plastic) | | | 0440 702A041 7.000 MILE| 4200.00000 29400.00| 3000.00000 21000.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0450 702A042 3.000 MILE| 2100.00000 6300.00| 3000.00000 9000.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0460 702A043 7.000 MILE| 4200.00000 29400.00| 3000.00000 21000.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0470 702B011 290.000 LF | 1.84000 533.60| 2.00000 580.00| Dotted Profiled Traffic Stripe (6" Wide | | | 0480 703A002 4878.000 SQFT| 1.84000 8975.52| 2.00000 9756.00| Traffic Control Markings, Class 2, Type | | | A | | | 0490 703B002 811.000 SQFT| 1.84000 1492.24| 2.00000 1622.00| Traffic Control Legends, Class 2, Type | | | 0500 703C001 101.000 SQFT| 3.15000 318.15| 3.00000 303.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0510 703D002 5261.000 SQFT| 0.53000 2788.33| 1.00000 5261.00| Temporary Traffic Control Markings | | | (Paint) | | | 0520 703E002 430.000 SQFT| 0.53000 227.90| 1.00000 430.00| Temporary Traffic Control Legends | | | (Paint) | | | 0530 705A030 77.000 EACH| 5.25000 404.25| 6.00000 462.00| Pavement Markers, Class A-H, Type 2-C | | | 0540 705A032 640.000 EACH| 5.25000 3360.00| 6.00000 3840.00| Pavement Markers, Class A-H, Type 1-B | | | 0550 705A037 498.000 EACH| 5.25000 2614.50| 6.00000 2988.00| Pavement Markers, Class A-H, Type 2-D | | | 0560 705A038 365.000 EACH| 5.25000 1916.25| 6.00000 2190.00| Pavement Markers, Class A-H, Type 2-E | | | 0570 730H001 9948.000 LF | 3.33000 33126.84| 3.50000 34818.00| Loop Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 033 -11 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020726033 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23007 |( 5 ) 01039 |( ) |M. C. WILLIAMS CONTRACTING |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 730K000 11.000 EACH| 388.50000 4273.50| 400.00000 4400.00| Traffic Signal Junction Box | | | 0590 730L005 1100.000 LF | 3.33000 3663.00| 3.50000 3850.00| 2", Non-Metallic, Conduit | | | 0600 740B000 1318.000 SQFT| 10.82000 14260.76| 12.00000 15816.00| Construction Signs | | | 0610 740D000 50.000 EACH| 83.25000 4162.50| 50.00000 2500.00| Channelizing Drums | | | 0620 740E000 300.000 EACH| 21.00000 6300.00| 10.00000 3000.00| Cones (36 Inches High) | | | 0630 740F002 5.000 EACH| 189.00000 945.00| 350.00000 1750.00| Barricades, Type III | | | 0640 740M001 300.000 EACH| 6.30000 1890.00| 6.00000 1800.00| Ballast For Cone | | | 0650 741C010 2.000 EACH| 1890.00000 3780.00| 5000.00000 10000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 904,799.93| $ 989,401.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 904,799.93| $ 989,401.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20020726035 COUNTIES : CHEROKEE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1005(200) for constructing the Resurfacing and Traffic Stripe on STPAA-1015(200) C.R.#31 from an Unnamed Branch northeast of Ellisville to U.S.#411 and on C.R.#75 from S.R.#68 to C.R.#82 in Hurley. Length - 4.349 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 403,337.93 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 435,298.10 107.9239% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020726035 COUNTIES : CHEROKEE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B108 56144.000 SQYD| 0.67220 37740.00| 0.65000 36493.60| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 1250.000 GAL | 1.10000 1375.00| 1.25000 1562.50| Tack Coat | | | 0030 429A201 2125.000 TON | 38.21000 81196.25| 36.00000 76500.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 200.000 TON | 34.10000 6820.00| 39.00000 7800.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429A221 2740.000 TON | 38.21000 104695.40| 36.00000 98640.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429A226 200.000 TON | 34.10000 6820.00| 39.00000 7800.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 429B202 4292.000 TON | 25.84000 110905.28| 31.00000 133052.00| Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0080 600A000 LUMP| 8010.00000 8010.00| 26000.00000 26000.00| Mobilization | | | 0090 630A001 100.000 LF | 11.00000 1100.00| 11.00000 1100.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630A004 200.000 LF | 14.00000 2800.00| 14.00000 2800.00| Steel Beam Guardrail, Class B, Type 2 | | | 0110 630C022 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| Guardrail End Anchor, Type Special | | | 0120 630C070 4.000 EACH| 1350.00000 5400.00| 1350.00000 5400.00| Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020726035 COUNTIES : CHEROKEE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A031 9.000 MILE| 890.00000 8010.00| 890.00000 8010.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0140 701A035 7.000 MILE| 1050.00000 7350.00| 1050.00000 7350.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 2.000 MILE| 640.00000 1280.00| 640.00000 1280.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 5.000 MILE| 340.00000 1700.00| 340.00000 1700.00| Broken Temporary Traffic Stripe | | | 0170 701C001 17.000 MILE| 380.00000 6460.00| 380.00000 6460.00| Solid Temporary Traffic Stripe | | | 0180 703A002 270.000 SQFT| 5.00000 1350.00| 5.00000 1350.00| Traffic Control Markings, Class 2, Type | | | A | | | 0190 740B000 400.000 SQFT| 7.69000 3076.00| 12.00000 4800.00| Construction Signs | | | 0200 740E000 50.000 EACH| 1.00000 50.00| 0.00000 0.00| Cones (36 Inches High) | | | SECTION TOTALS | $ 403,337.93| $ 435,298.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 403,337.93| $ 435,298.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20020726036 COUNTIES : CHOCTAW LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1200(200) for constructing the Bridge Replacement (Precast) on C.R.#9 at Surveyors Creek northeast of Barrytown. Length 0.038 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN $ 323,375.00 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 383,291.56 118.5285% 3 13099 MCINNIS, LLC $ 408,200.44 126.2313% 4 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 443,159.50 137.0420% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020726036 COUNTIES : CHOCTAW LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 03001 |( 3 ) 13099 |B & B ENGINEERING & DESIGN |CLARK CONSTRUCTION CO., INC |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| 40000.00000 40000.00 Removal Of Old Bridge, Station 9+48.77 | | | 0020 210A000 425.000 CUYD| 1.00000 425.00| 6.00000 2550.00| 6.00000 2550.00 Unclassified Excavation | | | 0030 502A000 130.000 LB | 1.00000 130.00| 1.87000 243.10| 1.00000 130.00 Steel Reinforcement | | | 0040 505M000 1280.000 LF | 16.00000 20480.00| 26.00000 33280.00| 20.00000 25600.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0050 505M002 400.000 LF | 18.00000 7200.00| 28.00000 11200.00| 22.00000 8800.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 2000.00000 4000.00| 2700.00000 5400.00| 2376.00000 4752.00 Wire Rope Abutment Anchor Assembly | | | 0070 510D001 36.000 CUYD| 350.00000 12600.00| 275.00000 9900.00| 200.00000 7200.00 Bridge Substructure Concrete, Class E | | | 0080 511A000 77.000 EACH| 50.00000 3850.00| 68.00000 5236.00| 76.03000 5854.31 Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 3000.00000 6000.00| 3700.00000 7400.00| 3471.35000 6942.70 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 5.000 EACH| 3300.00000 16500.00| 3650.00000 18250.00| 3392.11000 16960.55 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C004 36.000 EACH| 2800.00000 100800.00| 3000.00000 108000.00| 3238.92000 116601.12 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 12.000 EACH| 2800.00000 33600.00| 3200.00000 38400.00| 3821.65000 45859.80 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 4.000 EACH| 2800.00000 11200.00| 3200.00000 12800.00| 3875.93000 15503.72 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0140 512D005 8.000 EACH| 2800.00000 22400.00| 3300.00000 26400.00| 3882.54000 31060.32 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020726036 COUNTIES : CHOCTAW LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 03001 |( 3 ) 13099 |B & B ENGINEERING & DESIGN |CLARK CONSTRUCTION CO., INC |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512E000 16.000 EACH| 300.00000 4800.00| 400.00000 6400.00| 288.42000 4614.72 Precast Concrete Abutment Panels, Type | | | A1 | | | 0160 512F000 8.000 EACH| 375.00000 3000.00| 500.00000 4000.00| 471.08000 3768.64 Precast Concrete Wing Panels, Type W1 | | | 0170 512G000 4.000 EACH| 400.00000 1600.00| 500.00000 2000.00| 529.14000 2116.56 Precast Concrete Abutment Wing Cap Pane | | | 0180 600A000 LUMP| 17500.00000 17500.00| 47970.96000 47970.96| 40000.00000 40000.00 Mobilization | | | 0190 610C001 405.000 TON | 25.00000 10125.00| 25.00000 10125.00| 26.00000 10530.00 Loose Riprap, Class 2 | | | 0200 610D002 410.000 SQYD| 1.50000 615.00| 2.25000 922.50| 3.00000 1230.00 Filter Blanket, Geotextile (Non-Woven) | | | 0210 630C003 4.000 EACH| 1200.00000 4800.00| 935.00000 3740.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1400.00000 5600.00| 1270.00000 5080.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0230 665F000 50.000 EACH| 5.00000 250.00| 4.00000 200.00| 6.00000 300.00 Hay Bales | | | 0240 665J000 170.000 LF | 5.00000 850.00| 3.00000 510.00| 7.00000 1190.00 Silt Fence, Type A | | | 0250 665J001 208.000 LF | 5.00000 1040.00| 3.00000 624.00| 7.00000 1456.00 Silt Fence, Type B | | | 0260 680A000 LUMP| 2000.00000 2000.00| 1200.00000 1200.00| 3500.00000 3500.00 Engineering Controls | | | 0270 740B000 40.000 SQFT| 14.00000 560.00| 9.50000 380.00| 12.00000 480.00 Construction Signs | | | 0280 740F002 4.000 EACH| 300.00000 1200.00| 170.00000 680.00| 300.00000 1200.00 Barricades, Type III | | | 0290 740I005 2.000 EACH| 125.00000 250.00| 200.00000 400.00| 300.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 323,375.00| $ 383,291.56| $ 408,200.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 323,375.00| $ 383,291.56| $ 408,200.44 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020726036 COUNTIES : CHOCTAW LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 14005 |( ) |( ) |G. W. NORRELL CONTRACTING C | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 40000.00000 40000.00| | Removal Of Old Bridge, Station 9+48.77 | | | 0020 210A000 425.000 CUYD| 5.00000 2125.00| | Unclassified Excavation | | | 0030 502A000 130.000 LB | 0.55000 71.50| | Steel Reinforcement | | | 0040 505M000 1280.000 LF | 18.00000 23040.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0050 505M002 400.000 LF | 20.00000 8000.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 3000.00000 6000.00| | Wire Rope Abutment Anchor Assembly | | | 0070 510D001 36.000 CUYD| 600.00000 21600.00| | Bridge Substructure Concrete, Class E | | | 0080 511A000 77.000 EACH| 100.00000 7700.00| | Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 3400.00000 6800.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 5.000 EACH| 3500.00000 17500.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C004 36.000 EACH| 3800.00000 136800.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 12.000 EACH| 3800.00000 45600.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 4.000 EACH| 3400.00000 13600.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0140 512D005 8.000 EACH| 3400.00000 27200.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020726036 COUNTIES : CHOCTAW LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 14005 |( ) |( ) |G. W. NORRELL CONTRACTING C | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512E000 16.000 EACH| 600.00000 9600.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0160 512F000 8.000 EACH| 675.00000 5400.00| | Precast Concrete Wing Panels, Type W1 | | | 0170 512G000 4.000 EACH| 750.00000 3000.00| | Precast Concrete Abutment Wing Cap Pane | | | 0180 600A000 LUMP| 35000.00000 35000.00| | Mobilization | | | 0190 610C001 405.000 TON | 35.00000 14175.00| | Loose Riprap, Class 2 | | | 0200 610D002 410.000 SQYD| 3.00000 1230.00| | Filter Blanket, Geotextile (Non-Woven) | | | 0210 630C003 4.000 EACH| 935.00000 3740.00| | Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1270.00000 5080.00| | Guardrail End Anchor, Type 10 Series | | | 0230 665F000 50.000 EACH| 3.50000 175.00| | Hay Bales | | | 0240 665J000 170.000 LF | 3.50000 595.00| | Silt Fence, Type A | | | 0250 665J001 208.000 LF | 3.50000 728.00| | Silt Fence, Type B | | | 0260 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0270 740B000 40.000 SQFT| 20.00000 800.00| | Construction Signs | | | 0280 740F002 4.000 EACH| 400.00000 1600.00| | Barricades, Type III | | | 0290 740I005 2.000 EACH| 500.00000 1000.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 443,159.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 443,159.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20020726037 COUNTIES : CLAY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1400(202) for constructing the Bridge Replacements (2)(Bridge ACGBBRZ-1400(203) Culverts) and Approaches on Airport Road over Old Town Creek southwest of Lineville and on McKay Road over Mad Indian Creek northeast of Lineville. Length - 0.036 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23068 WAITES CONSTRUCTION COMPANY, INC. $ 341,297.86 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 366,671.28 107.4344% 3 16032 PRICHARD CONSTRUCTION COMPANY $ 413,215.00 121.0717% 4 12019 LEVERETT CONSTRUCTION COMPANY $ 429,749.80 125.9163% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020726037 COUNTIES : CLAY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 04009 |( 3 ) 16032 |WAITES CONSTRUCTION COMPANY |W. W. DYAR & SONS, INC. |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 9000.00000 9000.00| 11600.00000 11600.00| 15000.00000 15000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206D000 268.000 LF | 15.00000 4020.00| 10.00000 2680.00| 65.00000 17420.00 Removing Pipe | | | 0030 210A000 920.000 CUYD| 7.50000 6900.00| 6.00000 5520.00| 12.00000 11040.00 Unclassified Excavation | | | 0040 210D001 475.000 CUYD| 10.00000 4750.00| 10.00000 4750.00| 15.00000 7125.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 427.000 CUYD| 12.00000 5124.00| 11.00000 4697.00| 10.00000 4270.00 Structure Excavation | | | 0060 214B001 193.000 CUYD| 23.50000 4535.50| 26.40000 5095.20| 32.00000 6176.00 Foundation Backfill, Commercial | | | 0070 230A000 2.000 RBST| 1870.00000 3740.00| 1836.00000 3672.00| 2000.00000 4000.00 Roadbed Processing | | | 0080 301A012 652.000 SQYD| 13.20000 8606.40| 13.00000 8476.00| 15.00000 9780.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 242.000 SQYD| 3.20000 774.40| 3.14000 759.88| 5.00000 1210.00 Bituminous Treatment A | | | 0100 405A000 2.000 GAL | 11.00000 22.00| 10.80000 21.60| 100.00000 200.00 Tack Coat | | | 0110 424A341 38.000 TON | 192.50000 7315.00| 189.00000 7182.00| 200.00000 7600.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 28.000 TON | 247.50000 6930.00| 243.00000 6804.00| 250.00000 7000.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424C351 8.000 TON | 495.00000 3960.00| 486.00000 3888.00| 500.00000 4000.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020726037 COUNTIES : CLAY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 04009 |( 3 ) 16032 |WAITES CONSTRUCTION COMPANY |W. W. DYAR & SONS, INC. |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 502A000 84800.000 LB | 0.51000 43248.00| 0.50000 42400.00| 0.55000 46640.00 Steel Reinforcement | | | 0150 524A011 558.000 CUYD| 280.00000 156240.00| 310.00000 172980.00| 325.00000 181350.00 Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 22000.00000 22000.00| 32000.00000 32000.00| 20000.00000 20000.00 Mobilization | | | 0170 610A004 756.000 SQYD| 26.66000 20154.96| 30.80000 23284.80| 25.00000 18900.00 Loose Riprap, Class 2, 24" Thick | | | 0180 610D000 756.000 SQYD| 2.00000 1512.00| 5.00000 3780.00| 6.50000 4914.00 Filter Blanket | | | 0190 650A000 88.000 CUYD| 12.00000 1056.00| 12.00000 1056.00| 15.00000 1320.00 Topsoil | | | 0200 652A053 2.000 ACRE| 1500.00000 3000.00| 540.00000 1080.00| 1000.00000 2000.00 Seeding (Mix 1E) | | | 0210 656A000 2.000 ACRE| 1500.00000 3000.00| 540.00000 1080.00| 1200.00000 2400.00 Mulching, Class A, Type 1 | | | 0220 665F000 400.000 EACH| 10.00000 4000.00| 6.48000 2592.00| 6.50000 2600.00 Hay Bales | | | 0230 665J000 400.000 LF | 7.50000 3000.00| 3.00000 1200.00| 8.00000 3200.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 6500.00000 6500.00| 4900.00000 4900.00| 12000.00000 12000.00 Engineering Controls | | | 0250 701A004 2.000 MILE| 330.00000 660.00| 540.00000 1080.00| 1500.00000 3000.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0260 701A012 2.000 MILE| 330.00000 660.00| 540.00000 1080.00| 1500.00000 3000.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0270 701C001 1.000 MILE| 550.00000 550.00| 540.00000 540.00| 700.00000 700.00 Solid Temporary Traffic Stripe | | | 0280 705A037 6.000 EACH| 6.60000 39.60| 10.80000 64.80| 15.00000 90.00 Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 560.000 SQFT| 9.50000 5320.00| 8.80000 4928.00| 15.00000 8400.00 Construction Signs | | | 0300 740F002 16.000 EACH| 185.00000 2960.00| 330.00000 5280.00| 300.00000 4800.00 Barricades, Type III | | | 0310 740I005 8.000 EACH| 215.00000 1720.00| 275.00000 2200.00| 385.00000 3080.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 341,297.86| $ 366,671.28| $ 413,215.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 341,297.86| $ 366,671.28| $ 413,215.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020726037 COUNTIES : CLAY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12019 |( ) |( ) |LEVERETT CONSTRUCTION COMPA | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 7900.00000 7900.00| | Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206D000 268.000 LF | 31.75000 8509.00| | Removing Pipe | | | 0030 210A000 920.000 CUYD| 11.50000 10580.00| | Unclassified Excavation | | | 0040 210D001 475.000 CUYD| 17.00000 8075.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 427.000 CUYD| 8.00000 3416.00| | Structure Excavation | | | 0060 214B001 193.000 CUYD| 30.00000 5790.00| | Foundation Backfill, Commercial | | | 0070 230A000 2.000 RBST| 1700.00000 3400.00| | Roadbed Processing | | | 0080 301A012 652.000 SQYD| 12.00000 7824.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 242.000 SQYD| 2.90000 701.80| | Bituminous Treatment A | | | 0100 405A000 2.000 GAL | 10.00000 20.00| | Tack Coat | | | 0110 424A341 38.000 TON | 175.00000 6650.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 28.000 TON | 225.00000 6300.00| | Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424C351 8.000 TON | 450.00000 3600.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020726037 COUNTIES : CLAY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12019 |( ) |( ) |LEVERETT CONSTRUCTION COMPA | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 502A000 84800.000 LB | 0.50000 42400.00| | Steel Reinforcement | | | 0150 524A011 558.000 CUYD| 394.00000 219852.00| | Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 52000.00000 52000.00| | Mobilization | | | 0170 610A004 756.000 SQYD| 22.00000 16632.00| | Loose Riprap, Class 2, 24" Thick | | | 0180 610D000 756.000 SQYD| 2.50000 1890.00| | Filter Blanket | | | 0190 650A000 88.000 CUYD| 10.00000 880.00| | Topsoil | | | 0200 652A053 2.000 ACRE| 1000.00000 2000.00| | Seeding (Mix 1E) | | | 0210 656A000 2.000 ACRE| 1000.00000 2000.00| | Mulching, Class A, Type 1 | | | 0220 665F000 400.000 EACH| 5.00000 2000.00| | Hay Bales | | | 0230 665J000 400.000 LF | 4.00000 1600.00| | Silt Fence, Type A | | | 0240 680A000 LUMP| 2000.00000 2000.00| | Engineering Controls | | | 0250 701A004 2.000 MILE| 5.00000 10.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0260 701A012 2.000 MILE| 500.00000 1000.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0270 701C001 1.000 MILE| 500.00000 500.00| | Solid Temporary Traffic Stripe | | | 0280 705A037 6.000 EACH| 10.00000 60.00| | Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 560.000 SQFT| 11.00000 6160.00| | Construction Signs | | | 0300 740F002 16.000 EACH| 275.00000 4400.00| | Barricades, Type III | | | 0310 740I005 8.000 EACH| 200.00000 1600.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 429,749.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 429,749.80| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20020726038 COUNTIES : CLAY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1413(200) for constructing the Resurfacing and Traffic Stripe on C.R.#130 from the Clay county line to S.R.#77 west of Ashland. Length - 6.706 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 463,237.52 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 477,648.75 103.1110% 3 01018 APAC-ALABAMA, INC. $ 478,097.65 103.2079% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020726038 COUNTIES : CLAY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 13022 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D001 1600.000 CUYD| 10.23000 16368.00| 12.50000 20000.00| 11.60000 18560.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 214A000 26.000 CUYD| 19.23000 499.98| 35.00000 910.00| 77.54000 2016.04 Structure Excavation | | | 0030 214B001 14.000 CUYD| 36.06000 504.84| 50.00000 700.00| 147.52000 2065.28 Foundation Backfill, Commercial | | | 0040 401B108 78705.000 SQYD| 0.71000 55880.55| 0.60000 47223.00| 0.65000 51158.25 Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 2362.000 GAL | 0.78000 1842.36| 0.00000 0.00| 0.50000 1181.00 Tack Coat | | | 0060 424A341 6993.000 TON | 34.53000 241468.29| 34.00000 237762.00| 37.58000 262796.94 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424A346 250.000 TON | 42.68000 10670.00| 40.00000 10000.00| 55.67000 13917.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424B640 50.000 TON | 31.59000 1579.50| 70.00000 3500.00| 93.80000 4690.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 530A101 48.000 LF | 30.05000 1442.40| 65.00000 3120.00| 35.04000 1681.92 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0100 530A102 28.000 LF | 37.26000 1043.28| 80.00000 2240.00| 58.77000 1645.56 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0110 600A000 LUMP| 13102.00000 13102.00| 44800.00000 44800.00| 4686.00000 4686.00 Mobilization | | | 0120 619A002 6.000 EACH| 901.47000 5408.82| 650.00000 3900.00| 587.47000 3524.82 18" Roadway Pipe End Treatment, Class 1 | | | 0130 619A003 3.000 EACH| 961.57000 2884.71| 700.00000 2100.00| 842.49000 2527.47 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020726038 COUNTIES : CLAY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 13022 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 620A000 8.000 CUYD| 360.59000 2884.72| 500.00000 4000.00| 298.17000 2385.36 Minor Structure Concrete | | | 0150 630A001 925.000 LF | 14.17000 13107.25| 18.00000 16650.00| 19.43000 17972.75 Steel Beam Guardrail, Class A, Type 2 | | | 0160 630A004 325.000 LF | 31.76000 10322.00| 15.75000 5118.75| 16.92000 5499.00 Steel Beam Guardrail, Class B, Type 2 | | | 0170 630C030 1.000 EACH| 907.14000 907.14| 1750.00000 1750.00| 1896.25000 1896.25 Guardrail End Anchor, Type 9 | | | 0180 630C070 19.000 EACH| 1587.49000 30162.31| 1220.00000 23180.00| 1312.00000 24928.00 Guardrail End Anchor, Type 10 Series | | | 0190 652A053 4.000 ACRE| 510.27000 2041.08| 450.00000 1800.00| 768.75000 3075.00 Seeding (Mix 1E) | | | 0200 656A000 4.000 ACRE| 510.27000 2041.08| 450.00000 1800.00| 768.75000 3075.00 Mulching, Class A, Type 1 | | | 0210 665F000 200.000 EACH| 7.21000 1442.00| 20.00000 4000.00| 4.30000 860.00 Hay Bales | | | 0220 665J000 200.000 LF | 10.82000 2164.00| 7.50000 1500.00| 8.24000 1648.00 Silt Fence, Type A | | | 0230 701A031 14.000 MILE| 997.86000 13970.04| 880.00000 12320.00| 902.00000 12628.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0240 701A035 10.000 MILE| 1190.63000 11906.30| 1050.00000 10500.00| 1076.25000 10762.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0250 701A045 1.000 MILE| 737.05000 737.05| 650.00000 650.00| 666.25000 666.25 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0260 701C000 2.000 MILE| 385.53000 771.06| 340.00000 680.00| 348.50000 697.00 Broken Temporary Traffic Stripe | | | 0270 701C001 20.000 MILE| 430.89000 8617.80| 380.00000 7600.00| 389.50000 7790.00 Solid Temporary Traffic Stripe | | | 0280 703A002 210.000 SQFT| 3.40000 714.00| 3.00000 630.00| 3.08000 646.80 Traffic Control Markings, Class 2, Type | | | A | | | 0290 705A032 132.000 EACH| 5.67000 748.44| 5.00000 660.00| 5.13000 677.16 Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 660.000 EACH| 5.95000 3927.00| 5.25000 3465.00| 5.38000 3550.80 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020726038 COUNTIES : CLAY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 13022 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740B000 240.000 SQFT| 8.71000 2090.40| 12.50000 3000.00| 7.90000 1896.00 Construction Signs | | | 0320 740E000 50.000 EACH| 1.20000 60.00| 1.00000 50.00| 12.50000 625.00 Cones (36 Inches High) | | | 0330 740M001 50.000 EACH| 1.20000 60.00| 1.00000 50.00| 8.00000 400.00 Ballast For Cone | | | 0340 740O000 1.000 EACH| 1869.12000 1869.12| 1990.00000 1990.00| 5968.00000 5968.00 Pilot Car | | | SECTION TOTALS | $ 463,237.52| $ 477,648.75| $ 478,097.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 463,237.52| $ 477,648.75| $ 478,097.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20020726040 COUNTIES : DALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-2313(200) for constructing the Resurfacing and Traffic Stripe on STPNU-2312 (200) C.R.#18 from S.R.#53 (U.S.#231) to S.R.#27 near Browns Crossroads and on C.R.#21 from S.R.#123 to the Ozark city limits. Length 5.324 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 369,529.23 100.0000% 2 01018 APAC-ALABAMA, INC. $ 406,487.18 110.0014% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020726040 COUNTIES : DALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 356.000 LF | 2.00000 712.00| 2.00000 712.00| Removing Guardrail | | | 0020 401B100 41416.000 SQYD| 0.69000 28577.04| 0.58000 24021.28| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 1750.000 GAL | 1.64000 2870.00| 1.89000 3307.50| Tack Coat | | | 0040 429A201 2065.000 TON | 38.15000 78779.75| 42.78000 88340.70| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 1250.000 TON | 38.65000 48312.50| 42.71000 53387.50| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429A221 3400.000 TON | 38.15000 129710.00| 41.31000 140454.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429A226 300.000 TON | 41.00000 12300.00| 57.98000 17394.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0080 429B205 50.000 TON | 50.00000 2500.00| 84.89000 4244.50| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429B225 50.000 TON | 50.00000 2500.00| 84.89000 4244.50| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 600A000 LUMP| 8500.00000 8500.00| 19715.00000 19715.00| Mobilization | | | 0110 630A001 450.000 LF | 11.88000 5346.00| 12.00000 5400.00| Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020726040 COUNTIES : DALE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 630A015 350.000 LF | 14.11000 4938.50| 17.00000 5950.00| Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0130 630C022 4.000 EACH| 1089.00000 4356.00| 1100.00000 4400.00| Guardrail End Anchor, Type Special | | | 0140 630C070 4.000 EACH| 1262.25000 5049.00| 1150.00000 4600.00| Guardrail End Anchor, Type 10 Series | | | 0150 701A031 10.000 MILE| 835.80000 8358.00| 875.00000 8750.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 8.000 MILE| 955.20000 7641.60| 925.00000 7400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 2.000 MILE| 537.30000 1074.60| 500.00000 1000.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 4.000 MILE| 248.75000 995.00| 250.00000 1000.00| Broken Temporary Traffic Stripe | | | 0190 701C001 16.000 MILE| 268.65000 4298.40| 265.00000 4240.00| Solid Temporary Traffic Stripe | | | 0200 703A002 162.000 SQFT| 1.79000 289.98| 2.00000 324.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 705A032 209.000 EACH| 4.38000 915.42| 4.35000 909.15| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 368.000 EACH| 4.58000 1685.44| 4.35000 1600.80| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 535.000 SQFT| 12.00000 6420.00| 7.35000 3932.25| Construction Signs | | | 0240 740E000 20.000 EACH| 12.50000 250.00| 5.00000 100.00| Cones (36 Inches High) | | | 0250 740M001 20.000 EACH| 7.50000 150.00| 3.00000 60.00| Ballast For Cone | | | 0260 740O000 2.000 EACH| 1500.00000 3000.00| 500.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 369,529.23| $ 406,487.18| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,529.23| $ 406,487.18| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20020726041 COUNTIES : DALLAS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-2405(200) for constructing the Resurfacing and Traffic Stripe on C.R.#7 from C.R.#62 to C.R.#12 at Pleasant Hill. Length 5.132 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 422,500.50 100.0000% 2 01018 APAC-ALABAMA, INC. $ 508,742.71 120.4123% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020726041 COUNTIES : DALLAS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01018 |( ) |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 1727.000 CUYD| 5.50000 9498.50| 7.19000 12417.13| Unclassified Excavation | | | 0020 210D021 3600.000 CUYD| 6.25000 22500.00| 8.14000 29304.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0030 230A000 22.000 RBST| 200.00000 4400.00| 280.00000 6160.00| Roadbed Processing | | | 0040 301E008 2200.000 TON | 19.25000 42350.00| 23.35000 51370.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0050 401A000 4910.000 SQYD| 0.45000 2209.50| 0.45000 2209.50| Bituminous Treatment A | | | 0060 405A000 3000.000 GAL | 0.60000 1800.00| 0.82000 2460.00| Tack Coat | | | 0070 424A341 5565.000 TON | 27.90000 155263.50| 37.06000 206238.90| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424A346 1215.000 TON | 30.50000 37057.50| 37.50000 45562.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B636 587.000 TON | 27.75000 16289.25| 38.22000 22435.14| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0100 424B648 1325.000 TON | 33.75000 44718.75| 37.20000 49290.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0110 424B666 587.000 TON | 27.50000 16142.50| 38.40000 22540.80| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0120 600A000 LUMP| 19100.00000 19100.00| 13000.00000 13000.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020726041 COUNTIES : DALLAS LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01018 |( ) |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 652A056 5.000 ACRE| 400.00000 2000.00| 393.95000 1969.75| Seeding (Mix 2E) | | | 0140 656A000 5.000 ACRE| 400.00000 2000.00| 383.85000 1919.25| Mulching, Class A, Type 1 | | | 0150 665F000 90.000 EACH| 8.00000 720.00| 4.24000 381.60| Hay Bales | | | 0160 665J000 4020.000 LF | 3.00000 12060.00| 2.96000 11899.20| Silt Fence, Type A | | | 0170 680A000 LUMP| 1800.00000 1800.00| 1000.00000 1000.00| Engineering Controls | | | 0180 701A030 10.000 MILE| 600.00000 6000.00| 600.00000 6000.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0190 701A034 10.000 MILE| 600.00000 6000.00| 600.00000 6000.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0200 701A044 1.000 MILE| 300.00000 300.00| 300.00000 300.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0210 701C000 1.000 MILE| 300.00000 300.00| 300.00000 300.00| Broken Temporary Traffic Stripe | | | 0220 701C001 15.000 MILE| 320.00000 4800.00| 320.00000 4800.00| Solid Temporary Traffic Stripe | | | 0230 703A004 160.000 SQFT| 3.00000 480.00| 3.00000 480.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0240 705A032 70.000 EACH| 4.60000 322.00| 4.60000 322.00| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 660.000 EACH| 4.80000 3168.00| 4.80000 3168.00| Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 454.000 SQFT| 11.50000 5221.00| 7.61000 3454.94| Construction Signs | | | 0270 740F002 12.000 EACH| 225.00000 2700.00| 180.00000 2160.00| Barricades, Type III | | | 0280 740I005 10.000 EACH| 210.00000 2100.00| 110.00000 1100.00| Warning Lights, Type B (Detachable Head | | | 0290 740O000 1.000 EACH| 1200.00000 1200.00| 500.00000 500.00| Pilot Car | | | SECTION TOTALS | $ 422,500.50| $ 508,742.71| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 422,500.50| $ 508,742.71| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20020726042 COUNTIES : HENRY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3401(200) for constructing the Bridge Replacement and Approaches on C.R.#53 at Abbie Creek southeast of Abbeville. Length - 0.321 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 963,017.69 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 1,039,000.00 107.8900% 3 13099 MCINNIS, LLC $ 1,080,311.34 112.1798% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020726042 COUNTIES : HENRY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 13021 |( 3 ) 13099 |CLARK CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 22250.00000 22250.00| 3500.00000 3500.00| 5700.00000 5700.00 Clearing & Grubbing (Approximately .5 | | | Acres) | | | 0020 206A000 LUMP| 19266.52000 19266.52| 10000.00000 10000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 6+02 | | | (Relief) | | | 0030 206A001 LUMP| 29633.88000 29633.88| 20000.00000 20000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 10+44 | | | (Main) | | | 0040 210A000 4654.000 CUYD| 2.20000 10238.80| 2.20000 10238.80| 2.18000 10145.72 Unclassified Excavation | | | 0050 210D010 10161.000 CUYD| 2.20000 22354.20| 2.20000 22354.20| 5.05000 51313.05 Borrow Excavation (A-2 or Better) | | | 0060 230A000 13.000 RBST| 290.00000 3770.00| 290.00000 3770.00| 250.00000 3250.00 Roadbed Processing | | | 0070 301A042 4334.000 SQYD| 2.50000 10835.00| 2.50000 10835.00| 2.73000 11831.82 Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0080 401A000 3323.000 SQYD| 0.30000 996.90| 0.30000 996.90| 0.30000 996.90 Bituminous Treatment A | | | 0090 429A201 240.000 TON | 56.00000 13440.00| 56.00000 13440.00| 56.00000 13440.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 502A000 89520.000 LB | 0.40000 35808.00| 0.40000 35808.00| 0.80000 71616.00 Steel Reinforcement | | | 0110 502B000 LUMP| 38785.03000 38785.03| 37200.00000 37200.00| 75000.00000 75000.00 Steel Reinforcement For Bridge | | | Superstructure, STA.9+60 (APPROX. 93000 | | | LB.) | | | 0120 505A002 1.000 EACH| 1996.63000 1996.63| 2000.00000 2000.00| 1800.00000 1800.00 Steel Test Piles (HP 12x53) | | | 0130 505B057 1.000 EACH| 1568.29000 1568.29| 2000.00000 2000.00| 750.00000 750.00 Static Loading Tests (HP 12x53) | | | 0140 505M002 840.000 LF | 22.31000 18740.40| 23.50000 19740.00| 28.00000 23520.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020726042 COUNTIES : HENRY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 13021 |( 3 ) 13099 |CLARK CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506A008 446.000 LF | 150.00000 66900.00| 170.00000 75820.00| 170.00000 75820.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0160 506C042 464.000 LF | 40.00000 18560.00| 140.00000 64960.00| 140.00000 64960.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0170 506F008 72.000 LF | 169.75000 12222.00| 100.00000 7200.00| 100.00000 7200.00 Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0180 506G002 8.000 EACH| 1822.69000 14581.52| 800.00000 6400.00| 800.00000 6400.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0190 508A000 8058.000 LB | 2.37000 19097.46| 2.50000 20145.00| 4.00000 32232.00 Structural Steel | | | 0200 510A000 157.000 CUYD| 554.97000 87130.29| 530.00000 83210.00| 425.00000 66725.00 Bridge Substructure Concrete, Class A | | | 0210 510C001 LUMP| 175357.66000 175357.66| 205000.00000 205000.00| 188000.00000 188000.00 Bridge Concrete Superstructure Station | | | 9+60, Approx. 368 Cubic Yards | | | 0220 510E000 1061.000 SQYD| 2.49000 2641.89| 2.35000 2493.35| 5.00000 5305.00 Grooving Concrete Bridge Decks | | | 0230 511A001 40.000 EACH| 135.25000 5410.00| 75.00000 3000.00| 100.00000 4000.00 Elastomeric Bearings, Type 2 | | | 0240 513B005 1582.000 LF | 99.94000 158105.08| 85.00000 134470.00| 95.00000 150290.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0250 600A000 LUMP| 95000.00000 95000.00| 164122.30000 164122.30| 68700.00000 68700.00 Mobilization | | | 0260 610C001 1300.000 TON | 28.00000 36400.00| 29.00000 37700.00| 32.00000 41600.00 Loose Riprap, Class 2 | | | 0270 610D003 900.000 SQYD| 2.20000 1980.00| 2.20000 1980.00| 4.00000 3600.00 Filter Blanket, Geotextile | | | 0280 630C003 4.000 EACH| 935.00000 3740.00| 935.00000 3740.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0290 630C070 4.000 EACH| 1270.00000 5080.00| 1270.00000 5080.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0300 650A000 1589.000 CUYD| 3.05000 4846.45| 3.05000 4846.45| 2.65000 4210.85 Topsoil | | | 0310 652A061 4.000 ACRE| 450.00000 1800.00| 342.00000 1368.00| 350.00000 1400.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020726042 COUNTIES : HENRY LETTING DATE : 07/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 13021 |( 3 ) 13099 |CLARK CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 656A000 4.000 ACRE| 450.00000 1800.00| 328.00000 1312.00| 350.00000 1400.00 Mulching, Class A, Type 1 | | | 0330 665F000 50.000 EACH| 4.10000 205.00| 4.20000 210.00| 10.00000 500.00 Hay Bales | | | 0340 665J000 1000.000 LF | 4.10000 4100.00| 2.94000 2940.00| 3.50000 3500.00 Silt Fence, Type A | | | 0350 680A000 LUMP| 9263.97000 9263.97| 11500.00000 11500.00| 15750.00000 15750.00 Engineering Controls | | | 0360 701A004 1.000 MILE| 297.00000 297.00| 400.00000 400.00| 300.00000 300.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0370 701A008 1.000 MILE| 300.00000 300.00| 400.00000 400.00| 320.00000 320.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0380 701A012 1.000 MILE| 321.88000 321.88| 400.00000 400.00| 350.00000 350.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0390 701C000 1.000 MILE| 287.00000 287.00| 400.00000 400.00| 300.00000 300.00 Broken Temporary Traffic Stripe | | | 0400 701C001 1.000 MILE| 397.54000 397.54| 400.00000 400.00| 420.00000 420.00 Solid Temporary Traffic Stripe | | | 0410 705A032 10.000 EACH| 10.00000 100.00| 10.00000 100.00| 11.00000 110.00 Pavement Markers, Class A-H, Type 1-B | | | 0420 705A037 35.000 EACH| 10.00000 350.00| 10.00000 350.00| 11.00000 385.00 Pavement Markers, Class A-H, Type 2-D | | | 0430 740B000 470.000 SQFT| 7.69000 3614.30| 7.00000 3290.00| 7.00000 3290.00 Construction Signs | | | 0440 740F002 14.000 EACH| 164.30000 2300.20| 170.00000 2380.00| 170.00000 2380.00 Barricades, Type III | | | 0450 740I005 3.000 EACH| 381.60000 1144.80| 500.00000 1500.00| 500.00000 1500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 963,017.69| $ 1,039,000.00| $ 1,080,311.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 963,017.69| $ 1,039,000.00| $ 1,080,311.34 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20020726043 COUNTIES : LAMAR LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3818(200) for constructing the Bridge Replacement on C.R.#26 (Aberdeen Road) over Watson Creek northwest of Vernon. Length - 0.025 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 259,879.25 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 272,913.50 105.0155% 3 02088 B & B ENGINEERING & DESIGN $ 280,199.00 107.8189% 4 23071 WARRIOR CONSTRUCTORS, INC. $ 284,658.00 109.5347% 5 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 287,070.09 110.4629% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020726043 COUNTIES : LAMAR LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 18036 |( 3 ) 02088 |PHILLIPS CONTRACTING CO., I |RILEY BRIDGE & ENGINEERING |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 5500.00000 5500.00| 6500.00000 6500.00| 22000.00000 22000.00 Removal Of Old Bridge, Station 8+42.00 | | | 0020 210A000 125.000 CUYD| 3.00000 375.00| 7.50000 937.50| 1.00000 125.00 Unclassified Excavation | | | 0030 502A000 80.000 LB | 2.00000 160.00| 2.50000 200.00| 1.00000 80.00 Steel Reinforcement | | | 0040 505A030 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B100 1.000 EACH| 100.00000 100.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M000 1950.000 LF | 21.25000 41437.50| 19.50000 38025.00| 18.00000 35100.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0070 507A000 2.000 EACH| 2552.00000 5104.00| 1625.00000 3250.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 10.000 CUYD| 750.00000 7500.00| 700.00000 7000.00| 400.00000 4000.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 55.000 EACH| 69.55000 3825.25| 58.00000 3190.00| 60.00000 3300.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3576.00000 7152.00| 2900.00000 5800.00| 3000.00000 6000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 3.000 EACH| 3515.00000 10545.00| 3160.00000 9480.00| 3000.00000 9000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 24.000 EACH| 3002.00000 72048.00| 2950.00000 70800.00| 3000.00000 72000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 8.000 EACH| 3246.00000 25968.00| 3200.00000 25600.00| 3000.00000 24000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 4.000 EACH| 3287.00000 13148.00| 3200.00000 12800.00| 3000.00000 12000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020726043 COUNTIES : LAMAR LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 18036 |( 3 ) 02088 |PHILLIPS CONTRACTING CO., I |RILEY BRIDGE & ENGINEERING |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 4.000 EACH| 3292.00000 13168.00| 3200.00000 12800.00| 3000.00000 12000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E000 8.000 EACH| 397.00000 3176.00| 360.00000 2880.00| 300.00000 2400.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0170 512E001 8.000 EACH| 435.00000 3480.00| 360.00000 2880.00| 350.00000 2800.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0180 512F000 4.000 EACH| 535.00000 2140.00| 435.00000 1740.00| 425.00000 1700.00 Precast Concrete Wing Panels, Type W1 | | | 0190 512F001 4.000 EACH| 609.00000 2436.00| 520.00000 2080.00| 480.00000 1920.00 Precast Concrete Wing Panels, Type W2 | | | 0200 512G000 4.000 EACH| 579.00000 2316.00| 490.00000 1960.00| 350.00000 1400.00 Precast Concrete Abutment Wing Cap Pane | | | 0210 600A000 LUMP| 8500.00000 8500.00| 22500.00000 22500.00| 25000.00000 25000.00 Mobilization | | | 0220 610C001 523.000 TON | 24.00000 12552.00| 22.00000 11506.00| 25.00000 13075.00 Loose Riprap, Class 2 | | | 0230 610D000 475.000 SQYD| 2.00000 950.00| 3.00000 1425.00| 3.00000 1425.00 Filter Blanket | | | 0240 630C003 4.000 EACH| 1100.00000 4400.00| 1300.00000 5200.00| 1300.00000 5200.00 Guardrail End Anchor, Type 13 | | | 0250 630C050 4.000 EACH| 1250.00000 5000.00| 1500.00000 6000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0260 665F000 50.000 EACH| 2.00000 100.00| 7.00000 350.00| 6.00000 300.00 Hay Bales | | | 0270 665J000 300.000 LF | 2.00000 600.00| 7.00000 2100.00| 6.00000 1800.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 2000.00000 2000.00 Engineering Controls | | | 0290 740B000 141.000 SQFT| 8.50000 1198.50| 10.00000 1410.00| 14.00000 1974.00 Construction Signs | | | 0300 740F002 8.000 EACH| 175.00000 1400.00| 500.00000 4000.00| 450.00000 3600.00 Barricades, Type III | | | 0310 740I005 8.000 EACH| 200.00000 1600.00| 500.00000 4000.00| 250.00000 2000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 259,879.25| $ 272,913.50| $ 280,199.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 259,879.25| $ 272,913.50| $ 280,199.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020726043 COUNTIES : LAMAR LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23071 |( 5 ) 20011 |( ) |WARRIOR CONSTRUCTORS, INC. |TRI-COUNTY CONCRETE CONSTRU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 27500.00000 27500.00| 20000.00000 20000.00| Removal Of Old Bridge, Station 8+42.00 | | | 0020 210A000 125.000 CUYD| 10.00000 1250.00| 10.00000 1250.00| Unclassified Excavation | | | 0030 502A000 80.000 LB | 3.00000 240.00| 3.00000 240.00| Steel Reinforcement | | | 0040 505A030 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B100 1.000 EACH| 100.00000 100.00| 2000.00000 2000.00| Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M000 1950.000 LF | 22.00000 42900.00| 20.00000 39000.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0070 507A000 2.000 EACH| 2000.00000 4000.00| 1533.00000 3066.00| Wire Rope Abutment Anchor Assembly | | | 0080 510A000 10.000 CUYD| 600.00000 6000.00| 1000.00000 10000.00| Bridge Substructure Concrete, Class A | | | 0090 511A000 55.000 EACH| 75.00000 4125.00| 60.00000 3300.00| Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3200.00000 6400.00| 2964.45000 5928.90| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 3.000 EACH| 3200.00000 9600.00| 3288.45000 9865.35| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 24.000 EACH| 2500.00000 60000.00| 3182.05000 76369.20| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 8.000 EACH| 2750.00000 22000.00| 3345.00000 26760.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 4.000 EACH| 2750.00000 11000.00| 3194.36000 12777.44| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 043 -5 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020726043 COUNTIES : LAMAR LETTING DATE : 07/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23071 |( 5 ) 20011 |( ) |WARRIOR CONSTRUCTORS, INC. |TRI-COUNTY CONCRETE CONSTRU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 4.000 EACH| 2750.00000 11000.00| 3190.00000 12760.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E000 8.000 EACH| 431.00000 3448.00| 269.00000 2152.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0170 512E001 8.000 EACH| 470.00000 3760.00| 334.00000 2672.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0180 512F000 4.000 EACH| 545.00000 2180.00| 371.50000 1486.00| Precast Concrete Wing Panels, Type W1 | | | 0190 512F001 4.000 EACH| 565.00000 2260.00| 462.15000 1848.60| Precast Concrete Wing Panels, Type W2 | | | 0200 512G000 4.000 EACH| 520.00000 2080.00| 399.90000 1599.60| Precast Concrete Abutment Wing Cap Pane | | | 0210 600A000 LUMP| 22500.00000 22500.00| 10000.00000 10000.00| Mobilization | | | 0220 610C001 523.000 TON | 25.00000 13075.00| 20.00000 10460.00| Loose Riprap, Class 2 | | | 0230 610D000 475.000 SQYD| 3.00000 1425.00| 5.00000 2375.00| Filter Blanket | | | 0240 630C003 4.000 EACH| 1100.00000 4400.00| 1250.00000 5000.00| Guardrail End Anchor, Type 13 | | | 0250 630C050 4.000 EACH| 1250.00000 5000.00| 1600.00000 6400.00| Guardrail End Anchor, Type 20 Series | | | 0260 665F000 50.000 EACH| 6.00000 300.00| 5.00000 250.00| Hay Bales | | | 0270 665J000 300.000 LF | 6.00000 1800.00| 5.00000 1500.00| Silt Fence, Type A | | | 0280 680A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| Engineering Controls | | | 0290 740B000 141.000 SQFT| 15.00000 2115.00| 10.00000 1410.00| Construction Signs | | | 0300 740F002 8.000 EACH| 400.00000 3200.00| 275.00000 2200.00| Barricades, Type III | | | 0310 740I005 8.000 EACH| 500.00000 4000.00| 300.00000 2400.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 284,658.00| $ 287,070.09| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 284,658.00| $ 287,070.09| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20020726044 COUNTIES : LEE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4100(204) for constructing the Bridge Replacement and Approaches on C.R.#279 over Halawakee Creek (Lake Harding) north of Halawakee. Length - 0.293 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,082,658.77 100.0000% 2 13099 MCINNIS, LLC $ 1,199,603.85 110.8017% 3 13036 THE MORRIS GROUP, INC. $ 1,281,838.35 118.3973% 4 19007 SCOTT BRIDGE COMPANY, INC. $ 1,446,493.80 133.6057% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020726044 COUNTIES : LEE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 13099 |( 3 ) 13036 |CLARK CONSTRUCTION CO., INC |MCINNIS, LLC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 50000.00000 50000.00| 100000.00000 100000.00| 20000.00000 20000.00 Clearing & Grubbing (Approximately 0.15 | | | ACRES) | | | 0020 206A000 LUMP| 125000.00000 125000.00| 125000.00000 125000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 286+07.0 | | | 0030 210A000 1008.000 CUYD| 14.50000 14616.00| 10.00000 10080.00| 10.00000 10080.00 Unclassified Excavation | | | 0040 210D001 2540.000 CUYD| 10.50000 26670.00| 12.00000 30480.00| 10.00000 25400.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 210F001 1406.000 TON | 24.00000 33744.00| 29.00000 40774.00| 25.00000 35150.00 Borrow Excavation (Underwater | | | Embankment) | | | 0060 230A000 13.000 RBST| 300.00000 3900.00| 500.00000 6500.00| 600.00000 7800.00 Roadbed Processing | | | 0070 301A012 3166.000 SQYD| 6.25000 19787.50| 7.45000 23586.70| 7.45000 23586.70 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 3166.000 SQYD| 0.70000 2216.20| 1.60000 5065.60| 1.60000 5065.60 Bituminous Treatment A | | | 0090 405A000 91.000 GAL | 1.05000 95.55| 10.64000 968.24| 10.64000 968.24 Tack Coat | | | 0100 429A221 233.000 TON | 75.00000 17475.00| 77.66000 18094.78| 77.66000 18094.78 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0110 429B221 487.000 TON | 56.00000 27272.00| 53.19000 25903.53| 53.19000 25903.53 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0120 502A000 97200.000 LB | 0.43000 41796.00| 0.45000 43740.00| 0.50000 48600.00 Steel Reinforcement | | | 0130 502B000 LUMP| 25066.45000 25066.45| 50000.00000 50000.00| 29000.00000 29000.00 Steel Reinforcement For Bridge | | | Superstructure, STATION 286+05 APPROX. | | | 58,800 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020726044 COUNTIES : LEE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 13099 |( 3 ) 13036 |CLARK CONSTRUCTION CO., INC |MCINNIS, LLC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506A000 116.000 LF | 233.00000 27028.00| 400.00000 46400.00| 424.00000 49184.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0150 506A005 280.000 LF | 147.00000 41160.00| 240.00000 67200.00| 255.00000 71400.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0160 506B002 42.000 LF | 1040.00000 43680.00| 1000.00000 42000.00| 1060.00000 44520.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0170 506B004 36.000 LF | 1475.00000 53100.00| 1000.00000 36000.00| 1060.00000 38160.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0180 506C041 320.000 LF | 40.00000 12800.00| 35.00000 11200.00| 37.00000 11840.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0190 506C043 240.000 LF | 50.00000 12000.00| 57.00000 13680.00| 60.00000 14400.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0200 506F001 200.000 LF | 183.39000 36678.00| 188.00000 37600.00| 199.00000 39800.00 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0210 506G003 4.000 EACH| 2811.51000 11246.04| 1500.00000 6000.00| 1590.00000 6360.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0220 508A000 3600.000 LB | 2.70000 9720.00| 3.00000 10800.00| 2.00000 7200.00 Structural Steel | | | 0230 510A000 102.000 CUYD| 551.61000 56264.22| 500.00000 51000.00| 600.00000 61200.00 Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 120759.34000 120759.34| 108000.00000 108000.00| 195000.00000 195000.00 Bridge Concrete Superstructure, STATION | | | 286+05 APPROX. 236 CUBIC YARDS | | | 0250 510E000 680.000 SQYD| 3.13000 2128.40| 4.50000 3060.00| 4.00000 2720.00 Grooving Concrete Bridge Decks | | | 0260 511A004 24.000 EACH| 442.53000 10620.72| 600.00000 14400.00| 505.00000 12120.00 Elastomeric Bearings, Type 4 | | | 0270 513B005 1006.000 LF | 100.57000 101173.42| 120.00000 120720.00| 125.00000 125750.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0280 600A000 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| 238000.00000 238000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020726044 COUNTIES : LEE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 13099 |( 3 ) 13036 |CLARK CONSTRUCTION CO., INC |MCINNIS, LLC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 630A001 150.000 LF | 12.00000 1800.00| 13.50000 2025.00| 10.00000 1500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C003 4.000 EACH| 885.00000 3540.00| 1000.00000 4000.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0310 630C050 4.000 EACH| 1375.00000 5500.00| 1650.00000 6600.00| 1475.00000 5900.00 Guardrail End Anchor, Type 20 Series | | | 0320 650A000 141.000 CUYD| 14.00000 1974.00| 12.00000 1692.00| 10.00000 1410.00 Topsoil | | | 0330 652A056 1.000 ACRE| 590.00000 590.00| 2000.00000 2000.00| 850.00000 850.00 Seeding (Mix 2E) | | | 0340 656A001 1.000 ACRE| 590.00000 590.00| 2500.00000 2500.00| 850.00000 850.00 Mulching, Class A, Type 2 | | | 0350 665F000 200.000 EACH| 6.00000 1200.00| 6.25000 1250.00| 6.00000 1200.00 Hay Bales | | | 0360 665J000 2780.000 LF | 4.00000 11120.00| 3.30000 9174.00| 3.10000 8618.00 Silt Fence, Type A | | | 0370 680A000 LUMP| 25408.98000 25408.98| 15000.00000 15000.00| 35000.00000 35000.00 Engineering Controls | | | 0380 701A004 1.000 MILE| 250.00000 250.00| 500.00000 500.00| 500.00000 500.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0390 701A012 1.000 MILE| 250.00000 250.00| 500.00000 500.00| 500.00000 500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0400 701C001 1.000 MILE| 297.00000 297.00| 500.00000 500.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 0410 740B000 281.000 SQFT| 7.95000 2233.95| 10.00000 2810.00| 7.50000 2107.50 Construction Signs | | | 0420 740F002 8.000 EACH| 164.30000 1314.40| 250.00000 2000.00| 155.00000 1240.00 Barricades, Type III | | | 0430 740I005 2.000 EACH| 296.80000 593.60| 400.00000 800.00| 280.00000 560.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,082,658.77| $ 1,199,603.85| $ 1,281,838.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,082,658.77| $ 1,199,603.85| $ 1,281,838.35 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 044 -5 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020726044 COUNTIES : LEE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |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 201A000 LUMP| 200000.00000 200000.00| | Clearing & Grubbing (Approximately 0.15 | | | ACRES) | | | 0020 206A000 LUMP| 80000.00000 80000.00| | Removal Of Old Bridge, Station 286+07.0 | | | 0030 210A000 1008.000 CUYD| 12.00000 12096.00| | Unclassified Excavation | | | 0040 210D001 2540.000 CUYD| 16.00000 40640.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 210F001 1406.000 TON | 25.00000 35150.00| | Borrow Excavation (Underwater | | | Embankment) | | | 0060 230A000 13.000 RBST| 225.00000 2925.00| | Roadbed Processing | | | 0070 301A012 3166.000 SQYD| 9.35000 29602.10| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 3166.000 SQYD| 2.00000 6332.00| | Bituminous Treatment A | | | 0090 405A000 91.000 GAL | 13.35000 1214.85| | Tack Coat | | | 0100 429A221 233.000 TON | 97.45000 22705.85| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0110 429B221 487.000 TON | 67.00000 32629.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0120 502A000 97200.000 LB | 0.59000 57348.00| | Steel Reinforcement | | | 0130 502B000 LUMP| 33000.00000 33000.00| | Steel Reinforcement For Bridge | | | Superstructure, STATION 286+05 APPROX. | | | 58,800 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 044 -6 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020726044 COUNTIES : LEE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506A000 116.000 LF | 280.00000 32480.00| | Drilled Shaft Excavation, 4'-6" Diamete | | | 0150 506A005 280.000 LF | 170.00000 47600.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | 0160 506B002 42.000 LF | 545.00000 22890.00| | Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0170 506B004 36.000 LF | 900.00000 32400.00| | Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0180 506C041 320.000 LF | 200.00000 64000.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0190 506C043 240.000 LF | 325.00000 78000.00| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0200 506F001 200.000 LF | 125.00000 25000.00| | Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0210 506G003 4.000 EACH| 2500.00000 10000.00| | Crosshole Sonic Logging, 4'-6" Diameter | | | 0220 508A000 3600.000 LB | 4.00000 14400.00| | Structural Steel | | | 0230 510A000 102.000 CUYD| 600.00000 61200.00| | Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 152000.00000 152000.00| | Bridge Concrete Superstructure, STATION | | | 286+05 APPROX. 236 CUBIC YARDS | | | 0250 510E000 680.000 SQYD| 5.00000 3400.00| | Grooving Concrete Bridge Decks | | | 0260 511A004 24.000 EACH| 480.00000 11520.00| | Elastomeric Bearings, Type 4 | | | 0270 513B005 1006.000 LF | 125.00000 125750.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0280 600A000 LUMP| 150000.00000 150000.00| | Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 044 -7 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020726044 COUNTIES : LEE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 630A001 150.000 LF | 15.00000 2250.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C003 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 13 | | | 0310 630C050 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 20 Series | | | 0320 650A000 141.000 CUYD| 22.00000 3102.00| | Topsoil | | | 0330 652A056 1.000 ACRE| 650.00000 650.00| | Seeding (Mix 2E) | | | 0340 656A001 1.000 ACRE| 650.00000 650.00| | Mulching, Class A, Type 2 | | | 0350 665F000 200.000 EACH| 6.00000 1200.00| | Hay Bales | | | 0360 665J000 2780.000 LF | 5.00000 13900.00| | Silt Fence, Type A | | | 0370 680A000 LUMP| 20000.00000 20000.00| | Engineering Controls | | | 0380 701A004 1.000 MILE| 600.00000 600.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0390 701A012 1.000 MILE| 600.00000 600.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0400 701C001 1.000 MILE| 600.00000 600.00| | Solid Temporary Traffic Stripe | | | 0410 740B000 281.000 SQFT| 19.00000 5339.00| | Construction Signs | | | 0420 740F002 8.000 EACH| 290.00000 2320.00| | Barricades, Type III | | | 0430 740I005 2.000 EACH| 1100.00000 2200.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,446,493.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,446,493.80| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20020726046 COUNTIES : LIMESTONE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-4216(201) for constructing the Resurfacing and Traffic Stripe on Sandlin Road from the Elkmont city limits east to I-65. Length - 3.250 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 294,610.00 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 302,157.00 102.5617% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020726046 COUNTIES : LIMESTONE LETTING DATE : 07/26/02 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 734.000 LF | 1.00000 734.00| 1.50000 1101.00| Removing Guardrail | | | 0020 206E008 4.000 EACH| 100.00000 400.00| 89.00000 356.00| Removing Guardrail End Anchor (All Type | | | 0030 210D021 240.000 CUYD| 11.00000 2640.00| 8.00000 1920.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 405A000 2500.000 GAL | 0.80000 2000.00| 0.90000 2250.00| Tack Coat | | | 0050 429A220 2400.000 TON | 33.25000 79800.00| 37.53000 90072.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429B225 200.000 TON | 38.50000 7700.00| 25.93000 5186.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429B229 4850.000 TON | 27.00000 130950.00| 25.93000 125760.50| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 430B014 2625.000 TON | 8.00000 21000.00| 11.34000 29767.50| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0090 600A000 LUMP| 2400.00000 2400.00| 1.00000 1.00| Mobilization | | | 0100 630A001 1175.000 LF | 14.00000 16450.00| 15.00000 17625.00| Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 9.000 EACH| 1650.00000 14850.00| 1650.00000 14850.00| Guardrail End Anchor, Type 20 Series | | | 0120 630C070 3.000 EACH| 1350.00000 4050.00| 1350.00000 4050.00| Guardrail End Anchor, Type 10 Series | | | 0130 701A030 7.000 MILE| 600.00000 4200.00| 600.00000 4200.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020726046 COUNTIES : LIMESTONE LETTING DATE : 07/26/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A034 4.000 MILE| 600.00000 2400.00| 600.00000 2400.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0150 701A044 2.000 MILE| 295.00000 590.00| 295.00000 590.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0160 701C000 2.000 MILE| 320.00000 640.00| 125.00000 250.00| Broken Temporary Traffic Stripe | | | 0170 701C001 4.000 MILE| 340.00000 1360.00| 150.00000 600.00| Solid Temporary Traffic Stripe | | | 0180 703A002 620.000 SQFT| 1.90000 1178.00| 1.90000 1178.00| Traffic Control Markings, Class 2, Type | | | A | | | 0190 740B000 292.000 SQFT| 4.00000 1168.00| 0.00000 0.00| Construction Signs | | | 0200 740E000 100.000 EACH| 1.00000 100.00| 0.00000 0.00| Cones (36 Inches High) | | | SECTION TOTALS | $ 294,610.00| $ 302,157.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 294,610.00| $ 302,157.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20020726047 COUNTIES : LOWNDES LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4300( 202 ) for constructing the Bridge Replacements (Bridge Culverts) on Perdue Road at Three Run Creek and on Reed Road at Avinger Branch east of Fort Deposit. Length 0.019 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23072 WOODLANDS SPECIALISTS, INC. $ 133,200.00 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 148,058.45 111.1550% 3 12019 LEVERETT CONSTRUCTION COMPANY $ 156,170.40 117.2450% 4 08017 H & L CONSTRUCTION, INC. $ 160,747.77 120.6815% 5 04009 W. W. DYAR & SONS, INC. $ 174,661.72 131.1274% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020726047 COUNTIES : LOWNDES LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23072 |( 2 ) 14001 |( 3 ) 12019 |WOODLANDS SPECIALISTS, INC. |NEWELL ROADBUILDERS, INC. |LEVERETT CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 214A000 600.000 CUYD| 5.00000 3000.00| 1.00000 600.00| 6.00000 3600.00 Structure Excavation | | | 0020 214B000 300.000 CUYD| 23.00000 6900.00| 1.00000 300.00| 26.00000 7800.00 Foundation Backfill, Local | | | 0030 502A000 52652.000 LB | 0.50000 26326.00| 0.40000 21060.80| 0.45000 23693.40 Steel Reinforcement | | | 0040 524A011 303.000 CUYD| 240.00000 72720.00| 321.55000 97429.65| 330.00000 99990.00 Culvert Concrete (Cast In Place) | | | 0050 600A000 LUMP| 2000.00000 2000.00| 7500.00000 7500.00| 2000.00000 2000.00 Mobilization | | | 0060 610C001 400.000 TON | 22.50000 9000.00| 25.00000 10000.00| 21.00000 8400.00 Loose Riprap, Class 2 | | | 0070 610D000 500.000 SQYD| 1.50000 750.00| 2.00000 1000.00| 1.75000 875.00 Filter Blanket | | | 0080 665F000 200.000 EACH| 4.00000 800.00| 5.00000 1000.00| 4.50000 900.00 Hay Bales | | | 0090 665J000 800.000 LF | 2.00000 1600.00| 2.75000 2200.00| 3.38000 2704.00 Silt Fence, Type A | | | 0100 680A000 LUMP| 2000.00000 2000.00| 500.00000 500.00| 100.00000 100.00 Engineering Controls | | | 0110 740B000 444.000 SQFT| 10.00000 4440.00| 7.00000 3108.00| 7.00000 3108.00 Construction Signs | | | 0120 740F002 16.000 EACH| 209.00000 3344.00| 160.00000 2560.00| 150.00000 2400.00 Barricades, Type III | | | 0130 740I005 4.000 EACH| 80.00000 320.00| 200.00000 800.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 133,200.00| $ 148,058.45| $ 156,170.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 133,200.00| $ 148,058.45| $ 156,170.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020726047 COUNTIES : LOWNDES LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08017 |( 5 ) 04009 |( ) |H & L CONSTRUCTION, INC. |W. W. DYAR & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 214A000 600.000 CUYD| 8.00000 4800.00| 8.80000 5280.00| Structure Excavation | | | 0020 214B000 300.000 CUYD| 35.00000 10500.00| 24.20000 7260.00| Foundation Backfill, Local | | | 0030 502A000 52652.000 LB | 0.48000 25272.96| 0.51000 26852.52| Steel Reinforcement | | | 0040 524A011 303.000 CUYD| 310.00000 93930.00| 284.00000 86052.00| Culvert Concrete (Cast In Place) | | | 0050 600A000 LUMP| 3901.81000 3901.81| 15000.00000 15000.00| Mobilization | | | 0060 610C001 400.000 TON | 26.50000 10600.00| 30.80000 12320.00| Loose Riprap, Class 2 | | | 0070 610D000 500.000 SQYD| 3.95000 1975.00| 3.30000 1650.00| Filter Blanket | | | 0080 665F000 200.000 EACH| 2.00000 400.00| 5.00000 1000.00| Hay Bales | | | 0090 665J000 800.000 LF | 3.00000 2400.00| 4.40000 3520.00| Silt Fence, Type A | | | 0100 680A000 LUMP| 500.00000 500.00| 6100.00000 6100.00| Engineering Controls | | | 0110 740B000 444.000 SQFT| 7.00000 3108.00| 8.80000 3907.20| Construction Signs | | | 0120 740F002 16.000 EACH| 160.00000 2560.00| 302.50000 4840.00| Barricades, Type III | | | 0130 740I005 4.000 EACH| 200.00000 800.00| 220.00000 880.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 160,747.77| $ 174,661.72| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 160,747.77| $ 174,661.72| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20020726048 COUNTIES : LOWNDES LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-4310(200) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#12 from Middletons to Collirene and on C.R.#9 from Collirene to U.S.#80(S.R.#8). Length - 11.440 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 544,648.49 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 585,285.75 107.4612% 3 01018 APAC-ALABAMA, INC. $ 620,496.50 113.9260% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020726048 COUNTIES : LOWNDES LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01018 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 9290.000 GAL | 1.45000 13470.50| 0.60000 5574.00| 0.75000 6967.50 Tack Coat | | | 0020 429A200 8250.000 TON | 28.05000 231412.50| 28.35000 233887.50| 33.85000 279262.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A206 7225.000 TON | 28.15000 203383.75| 30.85000 222891.25| 32.60000 235535.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 429B212 1550.000 TON | 28.75000 44562.50| 35.45000 54947.50| 32.30000 50065.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 5500.00000 5500.00| 22975.00000 22975.00| 4100.00000 4100.00 Mobilization | | | 0060 701A030 23.000 MILE| 620.91000 14280.93| 590.00000 13570.00| 600.00000 13800.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0070 701A034 11.000 MILE| 620.91000 6830.01| 590.00000 6490.00| 590.00000 6490.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0080 701A044 5.000 MILE| 294.67000 1473.35| 280.00000 1400.00| 280.00000 1400.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0090 701C000 14.000 MILE| 273.62000 3830.68| 260.00000 3640.00| 260.00000 3640.00 Broken Temporary Traffic Stripe | | | 0100 701C001 33.000 MILE| 305.19000 10071.27| 290.00000 9570.00| 290.00000 9570.00 Solid Temporary Traffic Stripe | | | 0110 703A004 150.000 SQFT| 3.16000 474.00| 3.00000 450.00| 3.00000 450.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0120 705A032 275.000 EACH| 4.84000 1331.00| 4.60000 1265.00| 4.60000 1265.00 Pavement Markers, Class A-H, Type 1-B | | | 0130 705A037 1060.000 EACH| 5.05000 5353.00| 4.80000 5088.00| 4.80000 5088.00 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020726048 COUNTIES : LOWNDES LETTING DATE : 07/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01018 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740B000 290.000 SQFT| 7.50000 2175.00| 8.75000 2537.50| 8.15000 2363.50 Construction Signs | | | 0150 740O000 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 Pilot Car | | | SECTION TOTALS | $ 544,648.49| $ 585,285.75| $ 620,496.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 544,648.49| $ 585,285.75| $ 620,496.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20020726049 COUNTIES : MARSHALL LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-4818(200) for constructing the Resurfacing and Traffic Stripe on C.R.#466 (Simpson Point Road) from Anderton Circle to Cathedral Caverns Road west of Campbell Mill. Length 6.825 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 705,247.86 100.0000% 2 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 715,065.40 101.3921% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020726049 COUNTIES : MARSHALL LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 36.000 SQYD| 15.00000 540.00| 47.50000 1710.00| Removing Concrete Driveway | | | 0020 210D001 500.000 CUYD| 10.00000 5000.00| 15.00000 7500.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 405A000 3964.000 GAL | 1.00000 3964.00| 1.25000 4955.00| Tack Coat | | | 0040 424A340 5330.000 TON | 35.20000 187616.00| 36.55000 194811.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424B644 7268.000 TON | 31.66000 230104.88| 30.80000 223854.40| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C350 2403.000 TON | 31.66000 76078.98| 30.80000 74012.40| Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 430B014 5406.000 TON | 11.50000 62169.00| 12.85000 69467.10| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0080 600A000 LUMP| 32500.00000 32500.00| 15350.00000 15350.00| Mobilization | | | 0090 630A001 2175.000 LF | 11.00000 23925.00| 15.00000 32625.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 26.000 EACH| 1250.00000 32500.00| 1500.00000 39000.00| Guardrail End Anchor, Type 10 Series | | | 0110 665F000 10.000 EACH| 10.00000 100.00| 4.75000 47.50| Hay Bales | | | 0120 665J000 100.000 LF | 5.00000 500.00| 6.00000 600.00| Silt Fence, Type A | | | 0130 701A031 14.000 MILE| 890.00000 12460.00| 890.00000 12460.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020726049 COUNTIES : MARSHALL LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A035 10.000 MILE| 1040.00000 10400.00| 1040.00000 10400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 4.000 MILE| 600.00000 2400.00| 600.00000 2400.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 4.000 MILE| 300.00000 1200.00| 300.00000 1200.00| Broken Temporary Traffic Stripe | | | 0170 701C001 24.000 MILE| 325.00000 7800.00| 325.00000 7800.00| Solid Temporary Traffic Stripe | | | 0180 703A002 13.000 SQFT| 3.00000 39.00| 3.00000 39.00| Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 312.000 SQFT| 4.00000 1248.00| 4.00000 1248.00| Traffic Control Legends, Class 2, Type | | | 0200 705A032 271.000 EACH| 5.00000 1355.00| 5.00000 1355.00| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 1532.000 EACH| 5.25000 8043.00| 5.25000 8043.00| Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 195.000 SQFT| 9.00000 1755.00| 12.50000 2437.50| Construction Signs | | | 0230 740D000 25.000 EACH| 40.00000 1000.00| 50.00000 1250.00| Channelizing Drums | | | 0240 740O000 1.000 EACH| 2550.00000 2550.00| 2500.00000 2500.00| Pilot Car | | | SECTION TOTALS | $ 705,247.86| $ 715,065.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 705,247.86| $ 715,065.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20020726050 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-4906(200) for constructing the Widening, Resurfacing, and Traffic Stripe on Grand Bay Wilmer (C.R.#13) / Newman Road (C.R.#1541) from Dawes Road to Airport Boulevard west of Mobile. Length - 6.129 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 1,168,752.14 100.0000% 2 20044 FRANK TURNER CONSTRUCTION CO., INC. $ 1,180,896.24 101.0391% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 1,222,341.85 104.5852% 4 23007 M. C. WILLIAMS CONTRACTING CO., INC. $ 1,318,341.81 112.7991% 5 01039 JAMES H. ADAMS & SON CONSTRUCTION COMPANY, INC. $ 1,398,358.10 119.6454% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020726050 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 20044 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |FRANK TURNER CONSTRUCTION C |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 52305.90000 52305.90| 85000.00000 85000.00| 15052.25000 15052.25 Clearing & Grubbing (Approximately 22 | | | Acres) | | | 0020 206C010 151.000 SQYD| 10.22000 1543.22| 6.00000 906.00| 5.85000 883.35 Removing Concrete Driveway | | | 0030 206D000 293.000 LF | 5.68000 1664.24| 4.00000 1172.00| 5.85000 1714.05 Removing Pipe | | | 0040 206E000 19.000 EACH| 58.37000 1109.03| 75.00000 1425.00| 87.50000 1662.50 Removing Headwalls | | | 0050 206E008 8.000 EACH| 56.61000 452.88| 100.00000 800.00| 109.10000 872.80 Removing Guardrail End Anchor (All Type | | | 0060 210A000 150.000 CUYD| 6.13000 919.50| 7.00000 1050.00| 7.20000 1080.00 Unclassified Excavation | | | 0070 210D001 11880.000 CUYD| 5.33000 63320.40| 4.25000 50490.00| 5.95000 70686.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0080 212A000 646.000 STA | 20.98000 13553.08| 20.00000 12920.00| 16.85000 10885.10 Machine Grading Shoulders | | | 0090 214A000 630.000 CUYD| 5.66000 3565.80| 6.00000 3780.00| 7.00000 4410.00 Structure Excavation | | | 0100 214B002 850.000 CUYD| 39.63000 33685.50| 30.00000 25500.00| 40.85000 34722.50 Foundation Backfill, Commercial (ALDOT | | | #467) | | | 0110 301A004 500.000 SQYD| 6.95000 3475.00| 5.50000 2750.00| 11.65000 5825.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0120 401A000 750.000 SQYD| 0.55000 412.50| 1.00000 750.00| 0.70000 525.00 Bituminous Treatment A | | | 0130 405A000 4000.000 GAL | 1.13000 4520.00| 1.00000 4000.00| 0.90000 3600.00 Tack Coat | | | 0140 408A002 1500.000 SQYD| 2.02000 3030.00| 3.00000 4500.00| 2.75000 4125.00 Planing Pavement Approximately 1.00" | | | Thick | | | 0150 429A220 5852.000 TON | 33.73000 197387.96| 37.03000 216699.56| 38.40000 224716.80 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020726050 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 20044 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |FRANK TURNER CONSTRUCTION C |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429B227 10250.000 TON | 32.21000 330152.50| 37.03000 379557.50| 38.30000 392575.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0170 429C224 300.000 TON | 65.63000 19689.00| 49.83000 14949.00| 46.25000 13875.00 Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0180 429C231 2950.000 TON | 32.73000 96553.50| 33.24000 98058.00| 35.80000 105610.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0190 430B003 650.000 TON | 21.07000 13695.50| 22.75000 14787.50| 21.20000 13780.00 Aggregate Surfacing (ALDOT#57) | | | 0200 530A100 16.000 LF | 34.55000 552.80| 24.75000 396.00| 41.70000 667.20 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0210 530A101 168.000 LF | 35.09000 5895.12| 27.27000 4581.36| 46.65000 7837.20 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 530A102 176.000 LF | 45.86000 8071.36| 34.51000 6073.76| 57.20000 10067.20 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 530A103 40.000 LF | 55.22000 2208.80| 47.60000 1904.00| 68.85000 2754.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 530B004 48.000 LF | 82.56000 3962.88| 84.52000 4056.96| 186.70000 8961.60 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0250 530B006 312.000 LF | 96.81000 30204.72| 110.20000 34382.40| 221.70000 69170.40 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0260 600A000 LUMP| 74637.73000 74637.73| 7500.00000 7500.00| 21670.40000 21670.40 Mobilization | | | 0270 610A003 95.000 SQYD| 38.24000 3632.80| 35.00000 3325.00| 40.85000 3880.75 Loose Riprap, Class 2, 18" Thick | | | 0280 610D003 95.000 SQYD| 2.39000 227.05| 3.00000 285.00| 3.50000 332.50 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 050 -4 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020726050 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 20044 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |FRANK TURNER CONSTRUCTION C |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 618B001 151.000 SQYD| 37.36000 5641.36| 44.00000 6644.00| 38.50000 5813.50 Concrete Driveway, 5" Thick | | | 0300 619A003 7.000 EACH| 407.58000 2853.06| 522.50000 3657.50| 420.05000 2940.35 24" Roadway Pipe End Treatment, Class 1 | | | 0310 619A100 2.000 EACH| 311.35000 622.70| 440.00000 880.00| 320.90000 641.80 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 619A101 10.000 EACH| 396.26000 3962.60| 495.00000 4950.00| 408.40000 4084.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619A102 3.000 EACH| 715.53000 2146.59| 522.50000 1567.50| 737.45000 2212.35 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0340 619A202 2.000 EACH| 987.25000 1974.50| 990.00000 1980.00| 1017.50000 2035.00 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0350 619B019 2.000 EACH| 622.69000 1245.38| 550.00000 1100.00| 641.80000 1283.60 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0360 619B271 2.000 EACH| 1282.74000 2565.48| 1320.00000 2640.00| 1322.05000 2644.10 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0370 619B301 2.000 EACH| 1820.52000 3641.04| 1980.00000 3960.00| 1876.35000 3752.70 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0380 620A000 7.000 CUYD| 566.08000 3962.56| 660.00000 4620.00| 583.45000 4084.15 Minor Structure Concrete | | | 0390 621A005 5.000 EACH| 2830.41000 14152.05| 2200.00000 11000.00| 2917.15000 14585.75 Junction Boxes, Type 1 | | | 0400 630A001 750.000 LF | 13.59000 10192.50| 11.50000 8625.00| 12.55000 9412.50 Steel Beam Guardrail, Class A, Type 2 | | | 0410 630C003 4.000 EACH| 1132.16000 4528.64| 1050.00000 4200.00| 1145.55000 4582.20 Guardrail End Anchor, Type 13 | | | 0420 630C050 4.000 EACH| 1811.46000 7245.84| 1725.00000 6900.00| 1882.00000 7528.00 Guardrail End Anchor, Type 20 Series | | | 0430 630C070 4.000 EACH| 1585.03000 6340.12| 1520.00000 6080.00| 1658.35000 6633.40 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 050 -5 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020726050 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 20044 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |FRANK TURNER CONSTRUCTION C |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 637A001 4130.000 LF | 4.53000 18708.90| 6.24000 25771.20| 2.65000 10944.50 Fence Reset (Includes All Types) | | | 0450 650A000 2500.000 CUYD| 6.00000 15000.00| 6.00000 15000.00| 5.50000 13750.00 Topsoil | | | 0460 652A061 15.000 ACRE| 509.47000 7642.05| 500.00000 7500.00| 501.85000 7527.75 Seeding (Mix 3E) | | | 0470 654A001 500.000 SQYD| 3.11000 1555.00| 4.00000 2000.00| 3.80000 1900.00 Solid Sodding (Bermuda) | | | 0480 656A000 15.000 ACRE| 537.78000 8066.70| 500.00000 7500.00| 490.95000 7364.25 Mulching, Class A, Type 1 | | | 0490 658A003 5.000 ACRE| 1698.24000 8491.20| 1300.00000 6500.00| 1636.55000 8182.75 Hydro-Seeding & Mulching (Mix 3E) | | | 0500 659A001 500.000 SQYD| 2.26000 1130.00| 2.41000 1205.00| 4.20000 2100.00 Erosion Control Netting, Class B | | | 0510 663C000 500.000 LF | 1.97000 985.00| 2.40000 1200.00| 3.00000 1500.00 Tree Protection Fencing | | | 0520 665A001 15.000 ACRE| 424.56000 6368.40| 350.00000 5250.00| 327.30000 4909.50 Temporary Seeding | | | 0530 665B000 15.000 ACRE| 424.56000 6368.40| 350.00000 5250.00| 327.30000 4909.50 Temporary Mulching | | | 0540 665F000 1000.000 EACH| 6.12000 6120.00| 5.00000 5000.00| 6.50000 6500.00 Hay Bales | | | 0550 665G000 500.000 EACH| 2.04000 1020.00| 4.00000 2000.00| 3.35000 1675.00 Sand Bags | | | 0560 665J000 900.000 LF | 3.26000 2934.00| 5.00000 4500.00| 3.45000 3105.00 Silt Fence, Type A | | | 0570 665J001 500.000 LF | 3.03000 1515.00| 3.50000 1750.00| 3.10000 1550.00 Silt Fence, Type B | | | 0580 701A031 12.000 MILE| 990.64000 11887.68| 850.00000 10200.00| 933.50000 11202.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0590 701A036 8.000 MILE| 979.32000 7834.56| 950.00000 7600.00| 933.50000 7468.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0600 701A045 4.000 MILE| 651.00000 2604.00| 750.00000 3000.00| 700.10000 2800.40 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 050 -6 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020726050 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 20044 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |FRANK TURNER CONSTRUCTION C |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 701C002 15.000 MILE| 277.38000 4160.70| 200.00000 3000.00| 175.05000 2625.75 Broken Temporary Traffic Stripe (Paint) | | | 0620 701C003 7.000 MILE| 367.95000 2575.65| 250.00000 1750.00| 233.35000 1633.45 Solid Temporary Traffic Stripe (Paint) | | | 0630 703A002 200.000 SQFT| 1.75000 350.00| 4.00000 800.00| 2.15000 430.00 Traffic Control Markings, Class 2, Type | | | A | | | 0640 705A032 300.000 EACH| 4.42000 1326.00| 5.00000 1500.00| 5.85000 1755.00 Pavement Markers, Class A-H, Type 1-B | | | 0650 705A037 450.000 EACH| 4.42000 1989.00| 5.00000 2250.00| 5.85000 2632.50 Pavement Markers, Class A-H, Type 2-D | | | 0660 740B000 396.000 SQFT| 9.26000 3666.96| 8.25000 3267.00| 11.50000 4554.00 Construction Signs | | | 0670 740D000 25.000 EACH| 52.11000 1302.75| 58.00000 1450.00| 30.40000 760.00 Channelizing Drums | | | 0680 740E000 350.000 EACH| 5.79000 2026.50| 9.00000 3150.00| 10.95000 3832.50 Cones (36 Inches High) | | | 0690 740M001 350.000 EACH| 4.63000 1620.50| 6.00000 2100.00| 7.30000 2555.00 Ballast For Cone | | | SECTION TOTALS | $ 1,168,752.14| $ 1,180,896.24| $ 1,222,341.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,168,752.14| $ 1,180,896.24| $ 1,222,341.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 050 -7 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020726050 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23007 |( 5 ) 01039 |( ) |M. C. WILLIAMS CONTRACTING |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 10000.00000 10000.00| 70000.00000 70000.00| Clearing & Grubbing (Approximately 22 | | | Acres) | | | 0020 206C010 151.000 SQYD| 2.50000 377.50| 2.00000 302.00| Removing Concrete Driveway | | | 0030 206D000 293.000 LF | 5.00000 1465.00| 5.00000 1465.00| Removing Pipe | | | 0040 206E000 19.000 EACH| 100.00000 1900.00| 200.00000 3800.00| Removing Headwalls | | | 0050 206E008 8.000 EACH| 105.00000 840.00| 200.00000 1600.00| Removing Guardrail End Anchor (All Type | | | 0060 210A000 150.000 CUYD| 3.00000 450.00| 5.00000 750.00| Unclassified Excavation | | | 0070 210D001 11880.000 CUYD| 5.25000 62370.00| 6.00000 71280.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0080 212A000 646.000 STA | 25.00000 16150.00| 50.00000 32300.00| Machine Grading Shoulders | | | 0090 214A000 630.000 CUYD| 3.00000 1890.00| 10.00000 6300.00| Structure Excavation | | | 0100 214B002 850.000 CUYD| 35.00000 29750.00| 30.00000 25500.00| Foundation Backfill, Commercial (ALDOT | | | #467) | | | 0110 301A004 500.000 SQYD| 5.53000 2765.00| 5.00000 2500.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0120 401A000 750.000 SQYD| 0.50000 375.00| 1.00000 750.00| Bituminous Treatment A | | | 0130 405A000 4000.000 GAL | 1.50000 6000.00| 1.05000 4200.00| Tack Coat | | | 0140 408A002 1500.000 SQYD| 4.00000 6000.00| 3.00000 4500.00| Planing Pavement Approximately 1.00" | | | Thick | | | 0150 429A220 5852.000 TON | 46.01000 269250.52| 42.05000 246076.60| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 050 -8 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020726050 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23007 |( 5 ) 01039 |( ) |M. C. WILLIAMS CONTRACTING |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429B227 10250.000 TON | 44.23000 453357.50| 42.05000 431012.50| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0170 429C224 300.000 TON | 50.00000 15000.00| 60.00000 18000.00| Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0180 429C231 2950.000 TON | 46.26000 136467.00| 39.50000 116525.00| Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0190 430B003 650.000 TON | 25.00000 16250.00| 25.00000 16250.00| Aggregate Surfacing (ALDOT#57) | | | 0200 530A100 16.000 LF | 24.75000 396.00| 25.00000 400.00| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0210 530A101 168.000 LF | 29.27000 4917.36| 30.00000 5040.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 530A102 176.000 LF | 38.51000 6777.76| 40.00000 7040.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 530A103 40.000 LF | 48.60000 1944.00| 60.00000 2400.00| 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 530B004 48.000 LF | 67.52000 3240.96| 80.00000 3840.00| 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0250 530B006 312.000 LF | 95.20000 29702.40| 120.00000 37440.00| 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0260 600A000 LUMP| 10000.00000 10000.00| 58000.00000 58000.00| Mobilization | | | 0270 610A003 95.000 SQYD| 35.00000 3325.00| 50.00000 4750.00| Loose Riprap, Class 2, 18" Thick | | | 0280 610D003 95.000 SQYD| 2.00000 190.00| 2.00000 190.00| Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 050 -9 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020726050 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23007 |( 5 ) 01039 |( ) |M. C. WILLIAMS CONTRACTING |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 618B001 151.000 SQYD| 42.18000 6369.18| 32.00000 4832.00| Concrete Driveway, 5" Thick | | | 0300 619A003 7.000 EACH| 333.00000 2331.00| 600.00000 4200.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0310 619A100 2.000 EACH| 333.00000 666.00| 350.00000 700.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 619A101 10.000 EACH| 495.00000 4950.00| 350.00000 3500.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619A102 3.000 EACH| 667.00000 2001.00| 600.00000 1800.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0340 619A202 2.000 EACH| 1110.00000 2220.00| 1000.00000 2000.00| 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0350 619B019 2.000 EACH| 888.00000 1776.00| 1200.00000 2400.00| 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0360 619B271 2.000 EACH| 3108.00000 6216.00| 2500.00000 5000.00| 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0370 619B301 2.000 EACH| 4440.00000 8880.00| 3500.00000 7000.00| 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0380 620A000 7.000 CUYD| 721.50000 5050.50| 500.00000 3500.00| Minor Structure Concrete | | | 0390 621A005 5.000 EACH| 2775.00000 13875.00| 2000.00000 10000.00| Junction Boxes, Type 1 | | | 0400 630A001 750.000 LF | 12.08000 9060.00| 13.00000 9750.00| Steel Beam Guardrail, Class A, Type 2 | | | 0410 630C003 4.000 EACH| 1102.50000 4410.00| 1400.00000 5600.00| Guardrail End Anchor, Type 13 | | | 0420 630C050 4.000 EACH| 1811.25000 7245.00| 1900.00000 7600.00| Guardrail End Anchor, Type 20 Series | | | 0430 630C070 4.000 EACH| 1596.00000 6384.00| 1700.00000 6800.00| Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 050 -10 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020726050 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23007 |( 5 ) 01039 |( ) |M. C. WILLIAMS CONTRACTING |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 637A001 4130.000 LF | 4.00000 16520.00| 3.50000 14455.00| Fence Reset (Includes All Types) | | | 0450 650A000 2500.000 CUYD| 10.00000 25000.00| 10.00000 25000.00| Topsoil | | | 0460 652A061 15.000 ACRE| 800.00000 12000.00| 600.00000 9000.00| Seeding (Mix 3E) | | | 0470 654A001 500.000 SQYD| 4.00000 2000.00| 5.00000 2500.00| Solid Sodding (Bermuda) | | | 0480 656A000 15.000 ACRE| 800.00000 12000.00| 600.00000 9000.00| Mulching, Class A, Type 1 | | | 0490 658A003 5.000 ACRE| 1200.00000 6000.00| 1600.00000 8000.00| Hydro-Seeding & Mulching (Mix 3E) | | | 0500 659A001 500.000 SQYD| 2.00000 1000.00| 3.00000 1500.00| Erosion Control Netting, Class B | | | 0510 663C000 500.000 LF | 2.50000 1250.00| 5.00000 2500.00| Tree Protection Fencing | | | 0520 665A001 15.000 ACRE| 300.00000 4500.00| 300.00000 4500.00| Temporary Seeding | | | 0530 665B000 15.000 ACRE| 300.00000 4500.00| 300.00000 4500.00| Temporary Mulching | | | 0540 665F000 1000.000 EACH| 5.00000 5000.00| 5.00000 5000.00| Hay Bales | | | 0550 665G000 500.000 EACH| 2.00000 1000.00| 3.00000 1500.00| Sand Bags | | | 0560 665J000 900.000 LF | 4.00000 3600.00| 5.00000 4500.00| Silt Fence, Type A | | | 0570 665J001 500.000 LF | 3.00000 1500.00| 3.00000 1500.00| Silt Fence, Type B | | | 0580 701A031 12.000 MILE| 892.50000 10710.00| 1550.00000 18600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0590 701A036 8.000 MILE| 997.50000 7980.00| 1550.00000 12400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0600 701A045 4.000 MILE| 787.50000 3150.00| 800.00000 3200.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 050 -11 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020726050 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23007 |( 5 ) 01039 |( ) |M. C. WILLIAMS CONTRACTING |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 701C002 15.000 MILE| 210.00000 3150.00| 300.00000 4500.00| Broken Temporary Traffic Stripe (Paint) | | | 0620 701C003 7.000 MILE| 262.50000 1837.50| 400.00000 2800.00| Solid Temporary Traffic Stripe (Paint) | | | 0630 703A002 200.000 SQFT| 4.20000 840.00| 6.00000 1200.00| Traffic Control Markings, Class 2, Type | | | A | | | 0640 705A032 300.000 EACH| 5.25000 1575.00| 6.00000 1800.00| Pavement Markers, Class A-H, Type 1-B | | | 0650 705A037 450.000 EACH| 5.25000 2362.50| 6.00000 2700.00| Pavement Markers, Class A-H, Type 2-D | | | 0660 740B000 396.000 SQFT| 11.03000 4367.88| 10.00000 3960.00| Construction Signs | | | 0670 740D000 25.000 EACH| 78.75000 1968.75| 50.00000 1250.00| Channelizing Drums | | | 0680 740E000 350.000 EACH| 26.25000 9187.50| 10.00000 3500.00| Cones (36 Inches High) | | | 0690 740M001 350.000 EACH| 7.88000 2758.00| 6.00000 2100.00| Ballast For Cone | | | SECTION TOTALS | $ 1,318,341.81| $ 1,398,358.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,318,341.81| $ 1,398,358.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20020726051 COUNTIES : MONROE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-5004(200) for constructing the Resurfacing, Traffic Stripe, and Box Culvert Extension on C.R.#1 from approximately two (2) miles north of Shiloh Church to U.S.#84 (S.R.#12) at Perdue Hill. Length - 5.106 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 681,548.13 100.0000% 2 01018 APAC-ALABAMA, INC. $ 760,654.46 111.6069% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 792,855.80 116.3316% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20020726051 COUNTIES : MONROE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01018 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |APAC-ALABAMA, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 214A000 125.000 CUYD| 6.97000 871.25| 8.75000 1093.75| 7.00000 875.00 Structure Excavation | | | 0020 214B001 189.000 CUYD| 40.63000 7679.07| 38.75000 7323.75| 40.90000 7730.10 Foundation Backfill, Commercial | | | 0030 305A000 3643.000 CUYD| 8.29000 30200.47| 4.00000 14572.00| 12.85000 46812.55 Borrow, Section 210, (A-4 or Better) | | | For Miscellaneous Use | | | 0040 405A000 3954.000 GAL | 0.76000 3005.04| 4.00000 15816.00| 0.90000 3558.60 Tack Coat | | | 0050 424A340 3625.000 TON | 29.48000 106865.00| 36.50000 132312.50| 37.50000 135937.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A346 1648.000 TON | 30.00000 49440.00| 36.50000 60152.00| 36.90000 60811.20 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B636 8239.000 TON | 25.61000 211000.79| 35.15000 289600.85| 35.25000 290424.75 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0080 424C345 918.000 TON | 52.04000 47772.72| 78.75000 72292.50| 37.80000 34700.40 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 502A000 10484.000 LB | 0.84000 8806.56| 0.40000 4193.60| 0.85000 8911.40 Steel Reinforcement | | | 0100 524B011 88.000 CUYD| 1277.01000 112376.88| 856.25000 75350.00| 1285.60000 113132.80 Culvert Concrete Extension (Cast In | | | Place) | | | 0110 600A000 LUMP| 24236.59000 24236.59| 19500.00000 19500.00| 10000.00000 10000.00 Mobilization | | | 0120 630A001 1663.000 LF | 13.06000 21718.78| 12.25000 20371.75| 11.80000 19623.40 Steel Beam Guardrail, Class A, Type 2 | | | 0130 630C050 4.000 EACH| 1654.31000 6617.24| 1550.00000 6200.00| 1912.35000 7649.40 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20020726051 COUNTIES : MONROE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01018 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |APAC-ALABAMA, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630C070 8.000 EACH| 1474.37000 11794.96| 1200.00000 9600.00| 1693.80000 13550.40 Guardrail End Anchor, Type 10 Series | | | 0150 665F000 50.000 EACH| 6.09000 304.50| 6.00000 300.00| 5.95000 297.50 Hay Bales | | | 0160 665J000 200.000 LF | 3.96000 792.00| 4.00000 800.00| 3.75000 750.00 Silt Fence, Type A | | | 0170 701A031 10.000 MILE| 986.78000 9867.80| 850.00000 8500.00| 935.00000 9350.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701A035 8.000 MILE| 1102.88000 8823.04| 950.00000 7600.00| 935.00000 7480.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701A045 2.000 MILE| 870.69000 1741.38| 750.00000 1500.00| 701.25000 1402.50 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C000 2.000 MILE| 290.23000 580.46| 250.00000 500.00| 175.30000 350.60 Broken Temporary Traffic Stripe | | | 0210 701C001 30.000 MILE| 290.23000 8706.90| 250.00000 7500.00| 233.75000 7012.50 Solid Temporary Traffic Stripe | | | 0220 705A032 230.000 EACH| 5.80000 1334.00| 5.00000 1150.00| 5.25000 1207.50 Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 576.000 EACH| 5.80000 3340.80| 5.00000 2880.00| 5.25000 3024.00 Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 177.000 SQFT| 5.47000 968.19| 7.88000 1394.76| 11.80000 2088.60 Construction Signs | | | 0250 740E000 50.000 EACH| 11.41000 570.50| 3.00000 150.00| 11.05000 552.50 Cones (36 Inches High) | | | 0260 740O000 1.000 EACH| 2133.21000 2133.21| 1.00000 1.00| 5622.60000 5622.60 Pilot Car | | | SECTION TOTALS | $ 681,548.13| $ 760,654.46| $ 792,855.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 681,548.13| $ 760,654.46| $ 792,855.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20020726052 COUNTIES : MORGAN LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5200(207) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#1292 (Gum Pond Road) over Mud Creek east of Eva. Length - 0.101 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 260,845.35 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 353,145.26 135.3849% 3 23045 WATERS BROTHERS CONTRACTORS, INC. $ 371,082.17 142.2614% 4 04009 W. W. DYAR & SONS, INC. $ 495,364.36 189.9073% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20020726052 COUNTIES : MORGAN LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 18036 |( 3 ) 23045 |MILLER & MILLER, INC. |RILEY BRIDGE & ENGINEERING |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 8500.00000 8500.00| 2500.00000 2500.00| 4547.53360 4547.53 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 5900.00000 5900.00| 7000.00000 7000.00| 4357.59000 4357.59 Removal Of Old Bridge, Station 5+55.5 | | | 0030 210A000 100.000 CUYD| 13.50000 1350.00| 8.00000 800.00| 8.07190 807.19 Unclassified Excavation | | | 0040 210D001 1090.000 CUYD| 10.50000 11445.00| 12.00000 13080.00| 9.14620 9969.36 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 1856.000 CUYD| 10.00000 18560.00| 16.00000 29696.00| 31.40390 58285.64 Structure Excavation | | | 0060 214B001 341.000 CUYD| 16.25000 5541.25| 26.00000 8866.00| 25.97210 8856.49 Foundation Backfill, Commercial | | | 0070 230A000 5.000 RBST| 315.00000 1575.00| 400.00000 2000.00| 486.20850 2431.04 Roadbed Processing | | | 0080 301A004 480.000 SQYD| 3.90000 1872.00| 5.00000 2400.00| 4.66460 2239.01 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 1124.000 SQYD| 5.90000 6631.60| 5.90000 6631.60| 5.77740 6493.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 405A000 36.000 GAL | 3.75000 135.00| 3.00000 108.00| 6.32440 227.68 Tack Coat | | | 0110 429A201 99.000 TON | 53.00000 5247.00| 80.00000 7920.00| 158.10980 15652.87 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 100.000 TON | 50.00000 5000.00| 80.00000 8000.00| 139.13660 13913.66 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 502A000 72273.000 LB | 0.55000 39750.15| 0.42000 30354.66| 0.25110 18147.75 Steel Reinforcement | | | 0140 524A011 479.000 CUYD| 211.00000 101069.00| 355.00000 170045.00| 357.85740 171413.69 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20020726052 COUNTIES : MORGAN LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 18036 |( 3 ) 23045 |MILLER & MILLER, INC. |RILEY BRIDGE & ENGINEERING |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 22200.00000 22200.00| 24000.00000 24000.00| 20724.64470 20724.64 Mobilization | | | 0160 610C001 194.000 TON | 18.00000 3492.00| 22.00000 4268.00| 20.31240 3940.61 Loose Riprap, Class 2 | | | 0170 610D000 239.000 SQYD| 2.00000 478.00| 4.00000 956.00| 4.21140 1006.52 Filter Blanket | | | 0180 630A001 300.000 LF | 10.25000 3075.00| 20.00000 6000.00| 12.64880 3794.64 Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C050 2.000 EACH| 1575.00000 3150.00| 1550.00000 3100.00| 1960.56100 3921.12 Guardrail End Anchor, Type 20 Series | | | 0200 630C070 2.000 EACH| 1375.00000 2750.00| 1350.00000 2700.00| 1707.58530 3415.17 Guardrail End Anchor, Type 10 Series | | | 0210 650A000 107.000 CUYD| 12.75000 1364.25| 10.00000 1070.00| 7.50520 803.06 Topsoil | | | 0220 652A053 1.000 ACRE| 800.00000 800.00| 2500.00000 2500.00| 1339.76770 1339.77 Seeding (Mix 1E) | | | 0230 656A001 1.000 ACRE| 900.00000 900.00| 2500.00000 2500.00| 722.56480 722.56 Mulching, Class A, Type 2 | | | 0240 665F000 50.000 EACH| 8.00000 400.00| 7.00000 350.00| 8.11160 405.58 Hay Bales | | | 0250 665J000 100.000 LF | 10.00000 1000.00| 7.00000 700.00| 4.06250 406.25 Silt Fence, Type A | | | 0260 680A000 LUMP| 2150.00000 2150.00| 2800.00000 2800.00| 2018.43730 2018.44 Engineering Controls | | | 0270 701A031 1.000 MILE| 1100.00000 1100.00| 2000.00000 2000.00| 1264.87850 1264.88 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0280 701A035 1.000 MILE| 1200.00000 1200.00| 2500.00000 2500.00| 1391.36720 1391.37 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0290 701C001 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 505.95120 505.95 Solid Temporary Traffic Stripe | | | 0300 705A037 14.000 EACH| 12.00000 168.00| 10.00000 140.00| 12.64880 177.08 Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 286.000 SQFT| 7.35000 2102.10| 10.00000 2860.00| 19.55400 5592.44 Construction Signs | | | 0320 740F002 4.000 EACH| 160.00000 640.00| 500.00000 2000.00| 365.03550 1460.14 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 052 -4 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20020726052 COUNTIES : MORGAN LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 18036 |( 3 ) 23045 |MILLER & MILLER, INC. |RILEY BRIDGE & ENGINEERING |WATERS BROTHERS CONTRACTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740I005 4.000 EACH| 200.00000 800.00| 700.00000 2800.00| 212.16220 848.65 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 260,845.35| $ 353,145.26| $ 371,082.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 260,845.35| $ 353,145.26| $ 371,082.17 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 052 -5 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20020726052 COUNTIES : MORGAN LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( ) |( ) |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 7160.00000 7160.00| | Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 5+55.5 | | | 0030 210A000 100.000 CUYD| 6.00000 600.00| | Unclassified Excavation | | | 0040 210D001 1090.000 CUYD| 12.00000 13080.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 1856.000 CUYD| 16.00000 29696.00| | Structure Excavation | | | 0060 214B001 341.000 CUYD| 28.00000 9548.00| | Foundation Backfill, Commercial | | | 0070 230A000 5.000 RBST| 540.00000 2700.00| | Roadbed Processing | | | 0080 301A004 480.000 SQYD| 10.80000 5184.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 1124.000 SQYD| 8.64000 9711.36| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 405A000 36.000 GAL | 5.40000 194.40| | Tack Coat | | | 0110 429A201 99.000 TON | 86.40000 8553.60| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 100.000 TON | 75.60000 7560.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 502A000 72273.000 LB | 0.60000 43363.80| | Steel Reinforcement | | | 0140 524A011 479.000 CUYD| 550.00000 263450.00| | Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 052 -6 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20020726052 COUNTIES : MORGAN LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( ) |( ) |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 41000.00000 41000.00| | Mobilization | | | 0160 610C001 194.000 TON | 28.00000 5432.00| | Loose Riprap, Class 2 | | | 0170 610D000 239.000 SQYD| 5.00000 1195.00| | Filter Blanket | | | 0180 630A001 300.000 LF | 12.25000 3675.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C050 2.000 EACH| 1675.00000 3350.00| | Guardrail End Anchor, Type 20 Series | | | 0200 630C070 2.000 EACH| 1460.00000 2920.00| | Guardrail End Anchor, Type 10 Series | | | 0210 650A000 107.000 CUYD| 12.00000 1284.00| | Topsoil | | | 0220 652A053 1.000 ACRE| 756.00000 756.00| | Seeding (Mix 1E) | | | 0230 656A001 1.000 ACRE| 864.00000 864.00| | Mulching, Class A, Type 2 | | | 0240 665F000 50.000 EACH| 5.00000 250.00| | Hay Bales | | | 0250 665J000 100.000 LF | 5.00000 500.00| | Silt Fence, Type A | | | 0260 680A000 LUMP| 7160.00000 7160.00| | Engineering Controls | | | 0270 701A031 1.000 MILE| 2160.00000 2160.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0280 701A035 1.000 MILE| 2160.00000 2160.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0290 701C001 1.000 MILE| 702.00000 702.00| | Solid Temporary Traffic Stripe | | | 0300 705A037 14.000 EACH| 10.80000 151.20| | Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 286.000 SQFT| 14.00000 4004.00| | Construction Signs | | | 0320 740F002 4.000 EACH| 300.00000 1200.00| | Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 052 -7 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20020726052 COUNTIES : MORGAN LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( ) |( ) |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740I005 4.000 EACH| 200.00000 800.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 495,364.36| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 495,364.36| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20020726053 COUNTIES : RUSSELL LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5700(202) for constructing the Bridge Replacement (Precast) on C.R.#4A (Laconte Creek) over Pitts Pond Branch east of Pittsview. Length - 0.023 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 280,400.00 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 298,140.00 106.3267% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 299,803.99 106.9201% 4 12037 LANEY & SONS CONSTRUCTION, INC. $ 307,472.50 109.6550% 5 13099 MCINNIS, LLC $ 324,100.00 115.5849% 6 13021 MURPHREE BRIDGE CORPORATION $ 345,000.00 123.0385% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20020726053 COUNTIES : RUSSELL LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 03001 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 10000.00000 10000.00| 50000.00000 50000.00| 19000.00000 19000.00 Removal Of Old Bridge, Station 26+02 | | | 0020 210A000 100.000 CUYD| 5.00000 500.00| 15.00000 1500.00| 5.50000 550.00 Unclassified Excavation | | | 0030 210D001 150.000 CUYD| 10.00000 1500.00| 10.00000 1500.00| 10.00000 1500.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 502A000 150.000 LB | 1.00000 150.00| 1.00000 150.00| 1.45000 217.50 Steel Reinforcement | | | 0050 505A032 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 1297.60000 1297.60 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505A034 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 1571.48000 1571.48 Steel Test Piles (HP 12x74)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 999.87000 999.87 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0080 505B104 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 999.87000 999.87 Static Loading Test (HP 12x74)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 960.000 LF | 22.00000 21120.00| 13.00000 12480.00| 23.00000 22080.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 505M008 400.000 LF | 26.00000 10400.00| 17.00000 6800.00| 29.00000 11600.00 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0110 507A000 2.000 EACH| 1800.00000 3600.00| 2000.00000 4000.00| 2044.25000 4088.50 Wire Rope Abutment Anchor Assembly | | | 0120 510A000 20.000 CUYD| 400.00000 8000.00| 400.00000 8000.00| 497.81000 9956.20 Bridge Substructure Concrete, Class A | | | 0130 511A000 44.000 EACH| 75.00000 3300.00| 50.00000 2200.00| 59.59000 2621.96 Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20020726053 COUNTIES : RUSSELL LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 03001 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 512A014 2.000 EACH| 3000.00000 6000.00| 2500.00000 5000.00| 3705.47000 7410.94 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0150 512B004 2.000 EACH| 3300.00000 6600.00| 2800.00000 5600.00| 4006.69000 8013.38 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512C017 18.000 EACH| 3700.00000 66600.00| 2800.00000 50400.00| 3641.10000 65539.80 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512C025 6.000 EACH| 4100.00000 24600.00| 2800.00000 16800.00| 4155.40000 24932.40 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512D025 2.000 EACH| 3700.00000 7400.00| 2800.00000 5600.00| 3701.09000 7402.18 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0190 512D030 4.000 EACH| 3500.00000 14000.00| 2800.00000 11200.00| 3584.64000 14338.56 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0200 512E000 16.000 EACH| 550.00000 8800.00| 500.00000 8000.00| 399.12000 6385.92 Precast Concrete Abutment Panels, Type | | | A1 | | | 0210 512F000 8.000 EACH| 600.00000 4800.00| 500.00000 4000.00| 489.17000 3913.36 Precast Concrete Wing Panels, Type W1 | | | 0220 512G000 4.000 EACH| 650.00000 2600.00| 600.00000 2400.00| 599.22000 2396.88 Precast Concrete Abutment Wing Cap Pane | | | 0230 600A000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 29000.00000 29000.00 Mobilization | | | 0240 610C001 1500.000 TON | 27.00000 40500.00| 25.00000 37500.00| 25.08000 37620.00 Loose Riprap, Class 2 | | | 0250 610D000 1300.000 SQYD| 3.00000 3900.00| 1.00000 1300.00| 1.27000 1651.00 Filter Blanket | | | 0260 630C003 4.000 EACH| 885.00000 3540.00| 2500.00000 10000.00| 885.00000 3540.00 Guardrail End Anchor, Type 13 | | | 0270 630C050 4.000 EACH| 1375.00000 5500.00| 2500.00000 10000.00| 1375.00000 5500.00 Guardrail End Anchor, Type 20 Series | | | 0280 665F000 30.000 EACH| 3.50000 105.00| 5.00000 150.00| 6.08000 182.40 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20020726053 COUNTIES : RUSSELL LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 03001 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 665J000 260.000 LF | 3.50000 910.00| 3.50000 910.00| 3.48000 904.80 Silt Fence, Type A | | | 0300 680A000 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 1295.44000 1295.44 Engineering Controls | | | 0310 740B000 185.000 SQFT| 15.00000 2775.00| 10.00000 1850.00| 7.95000 1470.75 Construction Signs | | | 0320 740F002 8.000 EACH| 400.00000 3200.00| 200.00000 1600.00| 164.30000 1314.40 Barricades, Type III | | | 0330 740I005 6.000 EACH| 500.00000 3000.00| 200.00000 1200.00| 84.80000 508.80 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 280,400.00| $ 298,140.00| $ 299,803.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 280,400.00| $ 298,140.00| $ 299,803.99 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 053 -5 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20020726053 COUNTIES : RUSSELL LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12037 |( 5 ) 13099 |( 6 ) 13021 |LANEY & SONS CONSTRUCTION, |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 26+02 | | | 0020 210A000 100.000 CUYD| 12.00000 1200.00| 10.00000 1000.00| 8.00000 800.00 Unclassified Excavation | | | 0030 210D001 150.000 CUYD| 10.00000 1500.00| 12.00000 1800.00| 7.00000 1050.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 502A000 150.000 LB | 2.00000 300.00| 1.00000 150.00| 2.50000 375.00 Steel Reinforcement | | | 0050 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505A034 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x74)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0080 505B104 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Test (HP 12x74)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 960.000 LF | 20.00000 19200.00| 20.00000 19200.00| 23.00000 22080.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 505M008 400.000 LF | 25.00000 10000.00| 24.00000 9600.00| 25.00000 10000.00 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0110 507A000 2.000 EACH| 1950.00000 3900.00| 1500.00000 3000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0120 510A000 20.000 CUYD| 550.00000 11000.00| 400.00000 8000.00| 700.00000 14000.00 Bridge Substructure Concrete, Class A | | | 0130 511A000 44.000 EACH| 75.00000 3300.00| 60.00000 2640.00| 75.00000 3300.00 Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 053 -6 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20020726053 COUNTIES : RUSSELL LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12037 |( 5 ) 13099 |( 6 ) 13021 |LANEY & SONS CONSTRUCTION, |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 512A014 2.000 EACH| 3350.00000 6700.00| 3000.00000 6000.00| 3400.00000 6800.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0150 512B004 2.000 EACH| 3500.00000 7000.00| 3000.00000 6000.00| 3600.00000 7200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512C017 18.000 EACH| 3500.00000 63000.00| 3500.00000 63000.00| 3700.00000 66600.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512C025 6.000 EACH| 4000.00000 24000.00| 3800.00000 22800.00| 3950.00000 23700.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512D025 2.000 EACH| 3500.00000 7000.00| 3400.00000 6800.00| 3400.00000 6800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0190 512D030 4.000 EACH| 3500.00000 14000.00| 3400.00000 13600.00| 3700.00000 14800.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0200 512E000 16.000 EACH| 950.00000 15200.00| 3400.00000 54400.00| 750.00000 12000.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0210 512F000 8.000 EACH| 1100.00000 8800.00| 350.00000 2800.00| 900.00000 7200.00 Precast Concrete Wing Panels, Type W1 | | | 0220 512G000 4.000 EACH| 1200.00000 4800.00| 375.00000 1500.00| 850.00000 3400.00 Precast Concrete Abutment Wing Cap Pane | | | 0230 600A000 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| 39115.00000 39115.00 Mobilization | | | 0240 610C001 1500.000 TON | 23.50000 35250.00| 20.00000 30000.00| 30.00000 45000.00 Loose Riprap, Class 2 | | | 0250 610D000 1300.000 SQYD| 3.75000 4875.00| 2.00000 2600.00| 2.00000 2600.00 Filter Blanket | | | 0260 630C003 4.000 EACH| 950.00000 3800.00| 1000.00000 4000.00| 885.00000 3540.00 Guardrail End Anchor, Type 13 | | | 0270 630C050 4.000 EACH| 1500.00000 6000.00| 2000.00000 8000.00| 1375.00000 5500.00 Guardrail End Anchor, Type 20 Series | | | 0280 665F000 30.000 EACH| 4.50000 135.00| 10.00000 300.00| 6.25000 187.50 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 053 -7 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20020726053 COUNTIES : RUSSELL LETTING DATE : 07/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12037 |( 5 ) 13099 |( 6 ) 13021 |LANEY & SONS CONSTRUCTION, |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 665J000 260.000 LF | 3.75000 975.00| 6.00000 1560.00| 3.25000 845.00 Silt Fence, Type A | | | 0300 680A000 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 7000.00000 7000.00 Engineering Controls | | | 0310 740B000 185.000 SQFT| 7.50000 1387.50| 10.00000 1850.00| 7.50000 1387.50 Construction Signs | | | 0320 740F002 8.000 EACH| 225.00000 1800.00| 400.00000 3200.00| 155.00000 1240.00 Barricades, Type III | | | 0330 740I005 6.000 EACH| 225.00000 1350.00| 800.00000 4800.00| 80.00000 480.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 307,472.50| $ 324,100.00| $ 345,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 307,472.50| $ 324,100.00| $ 345,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20020726055 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6500(203) for constructing the Bridge Replacement (Precast) on C.R.#28 at Bassetts Creek east of Chatom. Length 0.038 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN $ 399,839.00 100.0000% 2 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 421,619.50 105.4473% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 423,941.39 106.0280% 4 13099 MCINNIS, LLC $ 443,133.44 110.8280% 5 16001 P & H CONSTRUCTION CORPORATION $ 444,302.00 111.1202% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20020726055 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 14005 |( 3 ) 03001 |B & B ENGINEERING & DESIGN |G. W. NORRELL CONTRACTING C |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 9+61.68 | | | 0020 210A000 200.000 CUYD| 6.00000 1200.00| 5.00000 1000.00| 6.00000 1200.00 Unclassified Excavation | | | 0030 502A000 268.000 LB | 1.00000 268.00| 1.00000 268.00| 1.50000 402.00 Steel Reinforcement | | | 0040 505M000 1450.000 LF | 18.00000 26100.00| 20.00000 29000.00| 23.00000 33350.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0050 505M002 1000.000 LF | 21.00000 21000.00| 22.00000 22000.00| 25.00000 25000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 2000.00000 4000.00| 2300.00000 4600.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 45.000 CUYD| 400.00000 18000.00| 400.00000 18000.00| 275.00000 12375.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 77.000 EACH| 100.00000 7700.00| 75.00000 5775.00| 125.00000 9625.00 Elastomeric Bearings, Type 1 | | | 0090 512A015 2.000 EACH| 3100.00000 6200.00| 3400.00000 6800.00| 3800.00000 7600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0100 512B005 5.000 EACH| 4000.00000 20000.00| 3900.00000 19500.00| 5000.00000 25000.00 Precast Concrete Intermediate Bent Caps | | | 2'-9" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long | | | 0110 512C004 36.000 EACH| 3000.00000 108000.00| 3100.00000 111600.00| 3200.00000 115200.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 12.000 EACH| 3100.00000 37200.00| 3400.00000 40800.00| 3400.00000 40800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 2.000 EACH| 3100.00000 6200.00| 3400.00000 6800.00| 3000.00000 6000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20020726055 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 14005 |( 3 ) 03001 |B & B ENGINEERING & DESIGN |G. W. NORRELL CONTRACTING C |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 512D005 4.000 EACH| 3100.00000 12400.00| 3400.00000 13600.00| 3209.35000 12837.40 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0150 512D012 2.000 EACH| 3100.00000 6200.00| 3400.00000 6800.00| 3000.00000 6000.00 Precast Concrete Barrier Rail End | | | Section, 34'-2 5/8" LONG | | | 0160 512D015 4.000 EACH| 3100.00000 12400.00| 3400.00000 13600.00| 3300.00000 13200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-5" 1/4" LONG | | | 0170 512E002 8.000 EACH| 420.00000 3360.00| 600.00000 4800.00| 500.00000 4000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0180 512F002 4.000 EACH| 600.00000 2400.00| 800.00000 3200.00| 600.00000 2400.00 Precast Concrete Wing Panels, Type W3 | | | 0190 512G000 4.000 EACH| 425.00000 1700.00| 700.00000 2800.00| 550.00000 2200.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 39000.00000 39000.00| 31250.00000 31250.00| 52739.04000 52739.04 Mobilization | | | 0210 610C001 375.000 TON | 27.00000 10125.00| 35.00000 13125.00| 26.00000 9750.00 Loose Riprap, Class 2 | | | 0220 610D003 371.000 SQYD| 3.00000 1113.00| 3.00000 1113.00| 2.50000 927.50 Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1300.00000 5200.00| 935.00000 3740.00| 935.00000 3740.00 Guardrail End Anchor, Type 13 | | | 0240 630C070 4.000 EACH| 1500.00000 6000.00| 1275.00000 5100.00| 1275.00000 5100.00 Guardrail End Anchor, Type 10 Series | | | 0250 665F000 50.000 EACH| 6.00000 300.00| 3.50000 175.00| 4.00000 200.00 Hay Bales | | | 0260 665J000 691.000 LF | 5.00000 3455.00| 3.50000 2418.50| 3.50000 2418.50 Silt Fence, Type A | | | 0270 680A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 3000.00000 3000.00 Engineering Controls | | | 0280 740B000 237.000 SQFT| 14.00000 3318.00| 15.00000 3555.00| 7.95000 1884.15 Construction Signs | | | 0290 740F002 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 164.30000 1314.40 Barricades, Type III | | | 0300 740I005 4.000 EACH| 200.00000 800.00| 500.00000 2000.00| 169.60000 678.40 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 399,839.00| $ 421,619.50| $ 423,941.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 399,839.00| $ 421,619.50| $ 423,941.39 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 055 -4 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20020726055 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 16001 |( ) |MCINNIS, LLC |P & H CONSTRUCTION CORPORAT | 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| 17000.00000 17000.00| Removal Of Old Bridge, Station 9+61.68 | | | 0020 210A000 200.000 CUYD| 8.00000 1600.00| 7.00000 1400.00| Unclassified Excavation | | | 0030 502A000 268.000 LB | 1.00000 268.00| 2.25000 603.00| Steel Reinforcement | | | 0040 505M000 1450.000 LF | 20.00000 29000.00| 24.00000 34800.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0050 505M002 1000.000 LF | 23.00000 23000.00| 28.00000 28000.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 1895.40000 3790.80| 3490.00000 6980.00| Wire Rope Abutment Anchor Assembly | | | 0070 510A000 45.000 CUYD| 200.00000 9000.00| 420.00000 18900.00| Bridge Substructure Concrete, Class A | | | 0080 511A000 77.000 EACH| 147.42000 11351.34| 114.00000 8778.00| Elastomeric Bearings, Type 1 | | | 0090 512A015 2.000 EACH| 3495.96000 6991.92| 4700.00000 9400.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0100 512B005 5.000 EACH| 4949.10000 24745.50| 5500.00000 27500.00| Precast Concrete Intermediate Bent Caps | | | 2'-9" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long | | | 0110 512C004 36.000 EACH| 3487.75000 125559.00| 3290.00000 118440.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 12.000 EACH| 3640.96000 43691.52| 3670.00000 44040.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 2.000 EACH| 3759.21000 7518.42| 3790.00000 7580.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 055 -5 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20020726055 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 16001 |( ) |MCINNIS, LLC |P & H CONSTRUCTION CORPORAT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 512D005 4.000 EACH| 3969.91000 15879.64| 3780.00000 15120.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0150 512D012 2.000 EACH| 3906.63000 7813.26| 4255.00000 8510.00| Precast Concrete Barrier Rail End | | | Section, 34'-2 5/8" LONG | | | 0160 512D015 4.000 EACH| 3969.81000 15879.24| 4000.00000 16000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-5" 1/4" LONG | | | 0170 512E002 8.000 EACH| 469.64000 3757.12| 710.00000 5680.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0180 512F002 4.000 EACH| 726.57000 2906.28| 1000.00000 4000.00| Precast Concrete Wing Panels, Type W3 | | | 0190 512G000 4.000 EACH| 473.85000 1895.40| 815.00000 3260.00| Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 45000.00000 45000.00| 18650.00000 18650.00| Mobilization | | | 0210 610C001 375.000 TON | 28.00000 10500.00| 34.00000 12750.00| Loose Riprap, Class 2 | | | 0220 610D003 371.000 SQYD| 3.00000 1113.00| 3.50000 1298.50| Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1350.00000 5400.00| 1200.00000 4800.00| Guardrail End Anchor, Type 13 | | | 0240 630C070 4.000 EACH| 1150.00000 4600.00| 1725.00000 6900.00| Guardrail End Anchor, Type 10 Series | | | 0250 665F000 50.000 EACH| 6.00000 300.00| 9.70000 485.00| Hay Bales | | | 0260 665J000 691.000 LF | 7.00000 4837.00| 4.50000 3109.50| Silt Fence, Type A | | | 0270 680A000 LUMP| 7000.00000 7000.00| 9150.00000 9150.00| Engineering Controls | | | 0280 740B000 237.000 SQFT| 8.00000 1896.00| 20.00000 4740.00| Construction Signs | | | 0290 740F002 8.000 EACH| 200.00000 1600.00| 510.00000 4080.00| Barricades, Type III | | | 0300 740I005 4.000 EACH| 310.00000 1240.00| 587.00000 2348.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 443,133.44| $ 444,302.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 443,133.44| $ 444,302.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20020726056 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-6505( 200) for constructing the Bridge Replacements (2) (Precast) on C.R.#34 over Rock Creek and Santa Bogue Creek east of Millry. Length - 0.135 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN $ 840,614.25 100.0000% 2 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 914,350.00 108.7717% 3 13021 MURPHREE BRIDGE CORPORATION $ 922,000.00 109.6817% 4 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 931,039.26 110.7570% 5 16001 P & H CONSTRUCTION CORPORATION $ 974,043.50 115.8728% 6 13099 MCINNIS, LLC $ 997,425.48 118.6544% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020726056 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 14005 |( 3 ) 13021 |B & B ENGINEERING & DESIGN |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 10+00.67 | | | (SITE 1) | | | 0020 206A001 LUMP| 100000.00000 100000.00| 40000.00000 40000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 10+00.00 | | | SITE 2) | | | 0030 210A000 800.000 CUYD| 6.00000 4800.00| 5.00000 4000.00| 5.00000 4000.00 Unclassified Excavation | | | 0040 502A000 3911.000 LB | 1.00000 3911.00| 1.25000 4888.75| 2.50000 9777.50 Steel Reinforcement | | | 0050 505M000 1970.000 LF | 18.00000 35460.00| 20.00000 39400.00| 21.00000 41370.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0060 505M002 2750.000 LF | 23.00000 63250.00| 22.00000 60500.00| 23.00000 63250.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2000.00000 4000.00| 2300.00000 4600.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0080 508A000 9235.000 LB | 2.85000 26319.75| 2.75000 25396.25| 2.50000 23087.50 Structural Steel | | | 0090 510A000 80.000 CUYD| 400.00000 32000.00| 400.00000 32000.00| 700.00000 56000.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 154.000 EACH| 60.00000 9240.00| 100.00000 15400.00| 50.00000 7700.00 Elastomeric Bearings, Type 1 | | | 0110 512A014 2.000 EACH| 3100.00000 6200.00| 3500.00000 7000.00| 3200.00000 6400.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0120 512B004 10.000 EACH| 3300.00000 33000.00| 3500.00000 35000.00| 3400.00000 34000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512C004 24.000 EACH| 3000.00000 72000.00| 3200.00000 76800.00| 3000.00000 72000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0140 512C007 8.000 EACH| 3100.00000 24800.00| 3500.00000 28000.00| 3200.00000 25600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020726056 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 14005 |( 3 ) 13021 |B & B ENGINEERING & DESIGN |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C017 48.000 EACH| 3300.00000 158400.00| 3900.00000 187200.00| 3500.00000 168000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0160 512C025 16.000 EACH| 3800.00000 60800.00| 4300.00000 68800.00| 3800.00000 60800.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512D002 4.000 EACH| 2900.00000 11600.00| 3500.00000 14000.00| 3000.00000 12000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 4.000 EACH| 2800.00000 11200.00| 3500.00000 14000.00| 2800.00000 11200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512D025 12.000 EACH| 3250.00000 39000.00| 4500.00000 54000.00| 3200.00000 38400.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0200 512D030 4.000 EACH| 3250.00000 13000.00| 4000.00000 16000.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0210 512E002 16.000 EACH| 400.00000 6400.00| 600.00000 9600.00| 1100.00000 17600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0220 512F002 8.000 EACH| 575.00000 4600.00| 950.00000 7600.00| 1900.00000 15200.00 Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 4.000 EACH| 425.00000 1700.00| 750.00000 3000.00| 750.00000 3000.00 Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 15000.00000 15000.00| 50000.00000 50000.00| 93418.50000 93418.50 Mobilization | | | 0250 610C001 975.000 TON | 26.00000 25350.00| 35.00000 34125.00| 29.00000 28275.00 Loose Riprap, Class 2 | | | 0260 610D003 975.000 SQYD| 1.50000 1462.50| 3.00000 2925.00| 2.50000 2437.50 Filter Blanket, Geotextile | | | 0270 630C003 8.000 EACH| 1300.00000 10400.00| 935.00000 7480.00| 935.00000 7480.00 Guardrail End Anchor, Type 13 | | | 0280 630C070 8.000 EACH| 1450.00000 11600.00| 1275.00000 10200.00| 1275.00000 10200.00 Guardrail End Anchor, Type 10 Series | | | 0290 665F000 110.000 EACH| 6.00000 660.00| 3.50000 385.00| 6.25000 687.50 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 056 -4 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020726056 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 14005 |( 3 ) 13021 |B & B ENGINEERING & DESIGN |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 665J000 1460.000 LF | 3.00000 4380.00| 3.50000 5110.00| 3.25000 4745.00 Silt Fence, Type A | | | 0310 680A000 LUMP| 3000.00000 3000.00| 7000.00000 7000.00| 8000.00000 8000.00 Engineering Controls | | | 0320 740B000 237.000 SQFT| 13.00000 3081.00| 20.00000 4740.00| 9.50000 2251.50 Construction Signs | | | 0330 740F002 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 190.00000 1520.00 Barricades, Type III | | | 0340 740I005 4.000 EACH| 200.00000 800.00| 500.00000 2000.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 840,614.25| $ 914,350.00| $ 922,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 840,614.25| $ 914,350.00| $ 922,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 056 -5 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020726056 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 16001 |( 6 ) 13099 |CLARK CONSTRUCTION CO., INC |P & H CONSTRUCTION CORPORAT |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 20000.00000 20000.00| 15860.00000 15860.00| 35000.00000 35000.00 Removal Of Old Bridge, Station 10+00.67 | | | (SITE 1) | | | 0020 206A001 LUMP| 50000.00000 50000.00| 57500.00000 57500.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 10+00.00 | | | SITE 2) | | | 0030 210A000 800.000 CUYD| 7.00000 5600.00| 8.20000 6560.00| 6.00000 4800.00 Unclassified Excavation | | | 0040 502A000 3911.000 LB | 1.35000 5279.85| 1.00000 3911.00| 0.60000 2346.60 Steel Reinforcement | | | 0050 505M000 1970.000 LF | 22.00000 43340.00| 24.00000 47280.00| 20.00000 39400.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0060 505M002 2750.000 LF | 25.00000 68750.00| 28.00000 77000.00| 23.00000 63250.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2400.00000 4800.00| 5935.00000 11870.00| 2574.00000 5148.00 Wire Rope Abutment Anchor Assembly | | | 0080 508A000 9235.000 LB | 4.00000 36940.00| 2.00000 18470.00| 3.00000 27705.00 Structural Steel | | | 0090 510A000 80.000 CUYD| 620.16000 49612.80| 530.00000 42400.00| 300.00000 24000.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 154.000 EACH| 70.00000 10780.00| 80.00000 12320.00| 82.37000 12684.98 Elastomeric Bearings, Type 1 | | | 0110 512A014 2.000 EACH| 3800.00000 7600.00| 4420.00000 8840.00| 3778.86000 7557.72 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0120 512B004 10.000 EACH| 4500.00000 45000.00| 4350.00000 43500.00| 3696.11000 36961.10 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512C004 24.000 EACH| 3300.00000 79200.00| 3375.00000 81000.00| 3812.42000 91498.08 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0140 512C007 8.000 EACH| 3320.45000 26563.60| 3650.00000 29200.00| 4161.91000 33295.28 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 056 -6 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020726056 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 16001 |( 6 ) 13099 |CLARK CONSTRUCTION CO., INC |P & H CONSTRUCTION CORPORAT |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C017 48.000 EACH| 3800.00000 182400.00| 4225.00000 202800.00| 4451.93000 213692.64 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0160 512C025 16.000 EACH| 4300.00000 68800.00| 4680.00000 74880.00| 5455.15000 87282.40 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512D002 4.000 EACH| 3100.00000 12400.00| 3540.00000 14160.00| 4981.47000 19925.88 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 4.000 EACH| 3250.00000 13000.00| 3540.00000 14160.00| 4229.41000 16917.64 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512D025 12.000 EACH| 3750.00000 45000.00| 4310.00000 51720.00| 4989.69000 59876.28 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0200 512D030 4.000 EACH| 3600.00000 14400.00| 4145.00000 16580.00| 4222.05000 16888.20 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0210 512E002 16.000 EACH| 500.00000 8000.00| 560.00000 8960.00| 439.84000 7037.44 Precast Concrete Abutment Panels, Type | | | A3 | | | 0220 512F002 8.000 EACH| 700.00000 5600.00| 840.00000 6720.00| 806.72000 6453.76 Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 4.000 EACH| 550.00000 2200.00| 700.00000 2800.00| 575.87000 2303.48 Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 64407.89000 64407.89| 35000.00000 35000.00| 60000.00000 60000.00 Mobilization | | | 0250 610C001 975.000 TON | 29.06000 28333.50| 36.00000 35100.00| 28.00000 27300.00 Loose Riprap, Class 2 | | | 0260 610D003 975.000 SQYD| 2.00000 1950.00| 3.00000 2925.00| 3.00000 2925.00 Filter Blanket, Geotextile | | | 0270 630C003 8.000 EACH| 935.00000 7480.00| 1160.00000 9280.00| 1100.00000 8800.00 Guardrail End Anchor, Type 13 | | | 0280 630C070 8.000 EACH| 1275.00000 10200.00| 1710.00000 13680.00| 1400.00000 11200.00 Guardrail End Anchor, Type 10 Series | | | 0290 665F000 110.000 EACH| 4.00000 440.00| 12.85000 1413.50| 6.00000 660.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 056 -7 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020726056 COUNTIES : WASHINGTON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 16001 |( 6 ) 13099 |CLARK CONSTRUCTION CO., INC |P & H CONSTRUCTION CORPORAT |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 665J000 1460.000 LF | 3.50000 5110.00| 3.50000 5110.00| 7.00000 10220.00 Silt Fence, Type A | | | 0310 680A000 LUMP| 3000.00000 3000.00| 11900.00000 11900.00| 7000.00000 7000.00 Engineering Controls | | | 0320 740B000 237.000 SQFT| 9.54000 2260.98| 20.00000 4740.00| 8.00000 1896.00 Construction Signs | | | 0330 740F002 8.000 EACH| 164.30000 1314.40| 510.00000 4080.00| 175.00000 1400.00 Barricades, Type III | | | 0340 740I005 4.000 EACH| 319.06000 1276.24| 581.00000 2324.00| 500.00000 2000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 931,039.26| $ 974,043.50| $ 997,425.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 931,039.26| $ 974,043.50| $ 997,425.48 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20020726057 COUNTIES : WILCOX LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-6610(200) for constructing the Resurfacing and Traffic Stripe on C.R.#9 from C.R.#18 just south of Pine Hill to C.R.#1. Length 5.899 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 504,233.02 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 533,591.00 105.8223% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 568,670.55 112.7793% 4 01018 APAC-ALABAMA, INC. $ 638,793.50 126.6862% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20020726057 COUNTIES : WILCOX LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01023 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |ASPHALT CONTRACTORS, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 4555.000 GAL | 1.14000 5192.70| 0.60000 2733.00| 0.90000 4099.50 Tack Coat | | | 0020 424A340 4175.000 TON | 33.43000 139570.25| 32.10000 134017.50| 38.35000 160111.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424B644 9870.000 TON | 29.10000 287217.00| 33.00000 325710.00| 35.85000 353839.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 600A000 LUMP| 21371.67000 21371.67| 28900.00000 28900.00| 4875.70000 4875.70 Mobilization | | | 0050 630A001 325.000 LF | 18.71000 6080.75| 13.50000 4387.50| 13.65000 4436.25 Steel Beam Guardrail, Class A, Type 2 | | | 0060 630C022 4.000 EACH| 1403.60000 5614.40| 1600.00000 6400.00| 1364.10000 5456.40 Guardrail End Anchor, Type Special | | | 0070 630C070 8.000 EACH| 1637.53000 13100.24| 1400.00000 11200.00| 1364.10000 10912.80 Guardrail End Anchor, Type 10 Series | | | 0080 701A030 12.000 MILE| 695.95000 8351.40| 595.00000 7140.00| 656.25000 7875.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0090 701A034 6.000 MILE| 695.95000 4175.70| 595.00000 3570.00| 656.25000 3937.50 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0100 701A044 3.000 MILE| 345.05000 1035.15| 295.00000 885.00| 325.40000 976.20 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0110 701C000 6.000 MILE| 327.51000 1965.06| 280.00000 1680.00| 308.85000 1853.10 Broken Temporary Traffic Stripe | | | 0120 701C001 12.000 MILE| 350.90000 4210.80| 300.00000 3600.00| 330.90000 3970.80 Solid Temporary Traffic Stripe | | | 0130 703A004 44.000 SQFT| 5.85000 257.40| 5.00000 220.00| 5.50000 242.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0140 740B000 168.000 SQFT| 11.02000 1851.36| 8.50000 1428.00| 12.25000 2058.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20020726057 COUNTIES : WILCOX LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01023 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |ASPHALT CONTRACTORS, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740E000 60.000 EACH| 11.49000 689.40| 12.00000 720.00| 11.70000 702.00 Cones (36 Inches High) | | | 0160 740O000 1.000 EACH| 3549.74000 3549.74| 1000.00000 1000.00| 3324.55000 3324.55 Pilot Car | | | SECTION TOTALS | $ 504,233.02| $ 533,591.00| $ 568,670.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 504,233.02| $ 533,591.00| $ 568,670.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 057 -4 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20020726057 COUNTIES : WILCOX LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 4555.000 GAL | 1.50000 6832.50| | Tack Coat | | | 0020 424A340 4175.000 TON | 43.50000 181612.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424B644 9870.000 TON | 40.50000 399735.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 600A000 LUMP| 9300.00000 9300.00| | Mobilization | | | 0050 630A001 325.000 LF | 13.50000 4387.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0060 630C022 4.000 EACH| 1600.00000 6400.00| | Guardrail End Anchor, Type Special | | | 0070 630C070 8.000 EACH| 1400.00000 11200.00| | Guardrail End Anchor, Type 10 Series | | | 0080 701A030 12.000 MILE| 630.00000 7560.00| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0090 701A034 6.000 MILE| 630.00000 3780.00| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0100 701A044 3.000 MILE| 400.00000 1200.00| | Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0110 701C000 6.000 MILE| 287.00000 1722.00| | Broken Temporary Traffic Stripe | | | 0120 701C001 12.000 MILE| 300.00000 3600.00| | Solid Temporary Traffic Stripe | | | 0130 703A004 44.000 SQFT| 3.25000 143.00| | Traffic Control Markings, Class 2T, | | | Type A | | | 0140 740B000 168.000 SQFT| 7.50000 1260.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 057 -5 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20020726057 COUNTIES : WILCOX LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740E000 60.000 EACH| 1.00000 60.00| | Cones (36 Inches High) | | | 0160 740O000 1.000 EACH| 1.00000 1.00| | Pilot Car | | | SECTION TOTALS | $ 638,793.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 638,793.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20020726058 COUNTIES : WILCOX LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-6623(200) for constructing the Widening, Resurfacing, Traffic Stripe, and Guardrail on C.R.#14 from S.R.#28 to Project No. FBD-6600(200) north of Camden. Length - 1.130 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 272,106.89 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 272,612.74 100.1859% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 315,539.23 115.9615% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020726058 COUNTIES : WILCOX LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 01023 |( 3 ) 23011 |APAC-ALABAMA, INC. |ASPHALT CONTRACTORS, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D000 53.000 LF | 5.78000 306.34| 10.00000 530.00| 12.25000 649.25 Removing Pipe | | | 0020 206E000 5.000 EACH| 105.00000 525.00| 250.00000 1250.00| 306.25000 1531.25 Removing Headwalls | | | 0030 210A000 150.000 CUYD| 5.25000 787.50| 10.00000 1500.00| 12.25000 1837.50 Unclassified Excavation | | | 0040 210D011 3190.000 CUYD| 8.00000 25520.00| 6.00000 19140.00| 6.74000 21500.60 Borrow Excavation (A-4 or Better) | | | 0050 214A000 38.000 CUYD| 1.05000 39.90| 10.00000 380.00| 12.25000 465.50 Structure Excavation | | | 0060 214B000 46.000 CUYD| 10.50000 483.00| 15.00000 690.00| 18.38000 845.48 Foundation Backfill, Local | | | 0070 405A000 875.000 GAL | 2.00000 1750.00| 1.00000 875.00| 1.20000 1050.00 Tack Coat | | | 0080 424A340 803.000 TON | 41.00000 32923.00| 35.95000 28867.85| 36.35000 29189.05 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0090 424A346 200.000 TON | 42.60000 8520.00| 38.50000 7700.00| 54.84000 10968.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 424B636 2189.000 TON | 37.40000 81868.60| 33.10000 72455.90| 35.77000 78300.53 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0110 424B674 400.000 TON | 39.00000 15600.00| 36.00000 14400.00| 40.72000 16288.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0120 424C344 50.000 TON | 55.00000 2750.00| 65.00000 3250.00| 84.98000 4249.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424C350 400.000 TON | 40.00000 16000.00| 39.10000 15640.00| 40.84000 16336.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 058 -3 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020726058 COUNTIES : WILCOX LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 01023 |( 3 ) 23011 |APAC-ALABAMA, INC. |ASPHALT CONTRACTORS, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 530A101 39.000 LF | 36.75000 1433.25| 34.60000 1349.40| 42.38000 1652.82 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0150 530A102 26.000 LF | 46.20000 1201.20| 40.00000 1040.00| 49.00000 1274.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0160 535A001 68.000 LF | 35.70000 2427.60| 35.38000 2405.84| 43.34000 2947.12 18" Side Drain Pipe | | | 0170 600A000 LUMP| 11200.00000 11200.00| 31500.00000 31500.00| 41831.92000 41831.92 Mobilization | | | 0180 619A002 4.000 EACH| 341.25000 1365.00| 325.00000 1300.00| 398.13000 1592.52 18" Roadway Pipe End Treatment, Class 1 | | | 0190 619A003 2.000 EACH| 414.75000 829.50| 395.00000 790.00| 483.88000 967.76 24" Roadway Pipe End Treatment, Class 1 | | | 0200 619A101 4.000 EACH| 603.75000 2415.00| 575.00000 2300.00| 704.38000 2817.52 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0210 620A000 2.000 CUYD| 472.50000 945.00| 875.00000 1750.00| 551.25000 1102.50 Minor Structure Concrete | | | 0220 630A001 2025.000 LF | 11.50000 23287.50| 11.25000 22781.25| 13.78000 27904.50 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C050 10.000 EACH| 1450.00000 14500.00| 1425.00000 14250.00| 1745.63000 17456.30 Guardrail End Anchor, Type 20 Series | | | 0240 652A056 5.000 ACRE| 450.00000 2250.00| 500.00000 2500.00| 612.50000 3062.50 Seeding (Mix 2E) | | | 0250 656A001 5.000 ACRE| 500.00000 2500.00| 500.00000 2500.00| 612.50000 3062.50 Mulching, Class A, Type 2 | | | 0260 665F000 500.000 EACH| 6.00000 3000.00| 6.00000 3000.00| 3.06000 1530.00 Hay Bales | | | 0270 665G000 500.000 EACH| 1.80000 900.00| 3.00000 1500.00| 1.23000 615.00 Sand Bags | | | 0280 665J000 1000.000 LF | 3.50000 3500.00| 3.25000 3250.00| 3.68000 3680.00 Silt Fence, Type A | | | 0290 680A000 LUMP| 500.00000 500.00| 500.00000 500.00| 4518.12000 4518.12 Engineering Controls | | | 0300 701A028 3.000 MILE| 1275.00000 3825.00| 1150.00000 3450.00| 1408.75000 4226.25 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 058 -4 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020726058 COUNTIES : WILCOX LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 01023 |( 3 ) 23011 |APAC-ALABAMA, INC. |ASPHALT CONTRACTORS, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701A048 3.000 MILE| 1450.00000 4350.00| 1150.00000 3450.00| 1408.75000 4226.25 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0320 701C003 7.000 MILE| 300.00000 2100.00| 300.00000 2100.00| 367.50000 2572.50 Solid Temporary Traffic Stripe (Paint) | | | 0330 703A002 64.000 SQFT| 3.00000 192.00| 5.00000 320.00| 6.13000 392.32 Traffic Control Markings, Class 2, Type | | | A | | | 0340 705A037 150.000 EACH| 5.00000 750.00| 5.25000 787.50| 6.43000 964.50 Pavement Markers, Class A-H, Type 2-D | | | 0350 740B000 191.000 SQFT| 7.50000 1432.50| 10.00000 1910.00| 12.57000 2400.87 Construction Signs | | | 0360 740D000 10.000 EACH| 3.00000 30.00| 45.00000 450.00| 55.13000 551.30 Channelizing Drums | | | 0370 740E000 50.000 EACH| 1.00000 50.00| 10.00000 500.00| 12.25000 612.50 Cones (36 Inches High) | | | 0380 740M001 50.000 EACH| 1.00000 50.00| 5.00000 250.00| 7.35000 367.50 Ballast For Cone | | | SECTION TOTALS | $ 272,106.89| $ 272,612.74| $ 315,539.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 272,106.89| $ 272,612.74| $ 315,539.23 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20020726059 COUNTIES : JEFFERSON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : CMAQ-9802(903) for constructing the Planing, Resurfacing, and Traffic Stripe Bicycle Facility on 7th Avenue South from 20th Street South to 32nd Street South in Birmingham. Length - 1.077 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 212,016.73 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 214,551.23 101.1954% 3 01018 APAC-ALABAMA, INC. $ 232,767.19 109.7872% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20020726059 COUNTIES : JEFFERSON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 991.000 GAL | 0.95000 941.45| 1.00000 991.00| 1.30000 1288.30 Tack Coat | | | 0020 408A052 33019.000 SQYD| 1.41000 46556.79| 0.95400 31500.13| 1.66000 54811.54 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A361 2725.000 TON | 38.36000 104531.00| 38.18000 104040.50| 36.33000 98999.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424B656 200.000 TON | 53.86000 10772.00| 65.00000 13000.00| 86.20000 17240.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 600A000 LUMP| 6924.11000 6924.11| 16000.00000 16000.00| 15430.00000 15430.00 Mobilization | | | 0060 701A028 2.000 MILE| 1405.09000 2810.18| 1180.00000 2360.00| 1240.00000 2480.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0070 701A035 2.000 MILE| 1845.66000 3691.32| 1550.00000 3100.00| 1630.00000 3260.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701A045 2.000 MILE| 1059.77000 2119.54| 890.00000 1780.00| 934.50000 1869.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701C000 3.000 MILE| 404.85000 1214.55| 340.00000 1020.00| 360.00000 1080.00 Broken Temporary Traffic Stripe | | | 0100 701C001 4.000 MILE| 452.48000 1809.92| 380.00000 1520.00| 400.00000 1600.00 Solid Temporary Traffic Stripe | | | 0110 703A002 2958.000 SQFT| 2.99000 8844.42| 2.50000 7395.00| 2.63000 7779.54 Traffic Control Markings, Class 2, Type | | | A | | | 0120 703B002 90.000 SQFT| 3.58000 322.20| 3.00000 270.00| 3.15000 283.50 Traffic Control Legends, Class 2, Type | | | 0130 703D001 1556.000 SQFT| 1.55000 2411.80| 1.30000 2022.80| 1.37000 2131.72 Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 059 -3 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20020726059 COUNTIES : JEFFERSON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 730H001 1314.000 LF | 2.68000 3521.52| 2.45000 3219.30| 2.36000 3101.04 Loop Wire | | | 0150 730I001 150.000 LF | 1.20000 180.00| 1.00000 150.00| 1.05000 157.50 Loop Detector Lead-In-Cable | | | 0160 740B000 548.000 SQFT| 9.14000 5008.72| 10.00000 5480.00| 8.10000 4438.80 Construction Signs | | | 0170 740E000 265.000 EACH| 6.30000 1669.50| 12.50000 3312.50| 22.40000 5936.00 Cones (36 Inches High) | | | 0180 740M001 265.000 EACH| 3.78000 1001.70| 6.00000 1590.00| 8.40000 2226.00 Ballast For Cone | | | 0190 741C010 1.000 EACH| 126.01000 126.01| 800.00000 800.00| 780.00000 780.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0200 745A000 300.000 HOUR| 25.20000 7560.00| 50.00000 15000.00| 26.25000 7875.00 Uniformed Police Officer | | | SECTION TOTALS | $ 212,016.73| $ 214,551.23| $ 232,767.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 212,016.73| $ 214,551.23| $ 232,767.19 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 082 -1 VENDOR RANKING CALL ORDER : 082 CONTRACT ID : 20020726082 COUNTIES : MADISON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-452-002-201 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#2 (U.S.#72) from east of Jordan Lane (MP 95.450) to Memorial Parkway in Huntsville. Length 1.584 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 678,211.60 100.0000% 2 01018 APAC-ALABAMA, INC. $ 727,380.97 107.2499% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 082 -2 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20020726082 COUNTIES : MADISON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( ) |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2717.000 GAL | 0.90000 2445.30| 1.55000 4211.35| Tack Coat | | | 0020 408A052 90525.000 SQYD| 0.85000 76946.25| 1.07000 96861.75| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 7000.000 SQYD| 2.00000 14000.00| 4.02000 28140.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A361 7470.000 TON | 46.76000 349297.20| 44.55000 332788.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424B656 50.000 TON | 45.00000 2250.00| 100.34000 5017.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B660 1155.000 TON | 41.71000 48175.05| 46.02000 53153.10| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 7600.00000 7600.00| 38736.98000 38736.98| Mobilization | | | 0080 701C000 10.000 MILE| 320.00000 3200.00| 330.75000 3307.50| Broken Temporary Traffic Stripe | | | 0090 701C001 3.000 MILE| 340.00000 1020.00| 351.75000 1055.25| Solid Temporary Traffic Stripe | | | 0100 702A040 7.000 MILE| 1895.00000 13265.00| 1953.00000 13671.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0110 702A042 3.000 MILE| 1895.00000 5685.00| 1953.00000 5859.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0120 702A043 3.000 MILE| 3895.00000 11685.00| 4011.00000 12033.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 082 -3 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20020726082 COUNTIES : MADISON LETTING DATE : 07/26/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( ) |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 702B011 1150.000 LF | 1.50000 1725.00| 1.58000 1817.00| Dotted Profiled Traffic Stripe (6" Wide | | | 0140 703A002 6932.000 SQFT| 1.90000 13170.80| 1.94000 13448.08| Traffic Control Markings, Class 2, Type | | | A | | | 0150 703B002 860.000 SQFT| 2.90000 2494.00| 2.99000 2571.40| Traffic Control Legends, Class 2, Type | | | 0160 705A030 72.000 EACH| 4.50000 324.00| 4.62000 332.64| Pavement Markers, Class A-H, Type 2-C | | | 0170 705A031 350.000 EACH| 4.50000 1575.00| 4.62000 1617.00| Pavement Markers, Class A-H, Type 1-A | | | 0180 705A037 320.000 EACH| 4.50000 1440.00| 4.62000 1478.40| Pavement Markers, Class A-H, Type 2-D | | | 0190 705A038 42.000 EACH| 4.50000 189.00| 4.62000 194.04| Pavement Markers, Class A-H, Type 2-E | | | 0200 730H001 16100.000 LF | 3.50000 56350.00| 2.52000 40572.00| Loop Wire | | | 0210 730I001 14300.000 LF | 2.25000 32175.00| 1.68000 24024.00| Loop Detector Lead-In-Cable | | | 0220 730K000 12.000 EACH| 250.00000 3000.00| 551.25000 6615.00| Traffic Signal Junction Box | | | 0230 740B000 840.000 SQFT| 10.00000 8400.00| 17.20000 14448.00| Construction Signs | | | 0240 740D000 200.000 EACH| 62.00000 12400.00| 86.84000 17368.00| Channelizing Drums | | | 0250 741C010 2.000 EACH| 4700.00000 9400.00| 4030.49000 8060.98| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 678,211.60| $ 727,380.97| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 678,211.60| $ 727,380.97| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 083 -1 VENDOR RANKING CALL ORDER : 083 CONTRACT ID : 20020726083 COUNTIES : CLARKE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-134-012-208 for constructing the Resurfacing and Traffic Stripe on S.R.#12 (U.S.#84) from MP 40.741 to MP 43.161 in Grove Hill. Length 2.258 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 145,315.90 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 149,990.93 103.2171% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 083 -2 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020726083 COUNTIES : CLARKE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 64.83000 64.83| 100.00000 100.00| Mailbox Reset, Single | | | 0020 305A000 1035.000 CUYD| 6.48000 6706.80| 8.23000 8518.05| Borrow, Section 210, FOR MISCELLANEOUS | | | USE | | | 0030 405A000 1054.000 GAL | 1.16000 1222.64| 0.90000 948.60| Tack Coat | | | 0040 424A361 2635.000 TON | 31.11000 81974.85| 35.54000 93647.90| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A364 100.000 TON | 47.48000 4748.00| 34.60000 3460.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A367 400.000 TON | 35.78000 14312.00| 34.40000 13760.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 430B000 100.000 TON | 22.85000 2285.00| 23.76000 2376.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0080 600A000 LUMP| 11468.20000 11468.20| 6000.00000 6000.00| Mobilization | | | 0090 652A057 3.000 ACRE| 582.97000 1748.91| 582.64000 1747.92| Seeding (Mix 3A) | | | 0100 656A000 3.000 ACRE| 582.97000 1748.91| 582.64000 1747.92| Mulching, Class A, Type 1 | | | 0110 665F000 100.000 EACH| 6.18000 618.00| 5.89000 589.00| Hay Bales | | | 0120 665J000 1000.000 LF | 3.99000 3990.00| 2.73000 2730.00| Silt Fence, Type A | | | 0130 701A006 5.000 MILE| 437.23000 2186.15| 407.84000 2039.20| Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701A014 5.000 MILE| 437.23000 2186.15| 407.84000 2039.20| Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 083 -3 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020726083 COUNTIES : CLARKE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C003 3.000 MILE| 612.12000 1836.36| 349.58000 1048.74| Solid Temporary Traffic Stripe (Paint) | | | 0160 703A002 33.000 SQFT| 2.04000 67.32| 2.33000 76.89| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 203.000 SQFT| 2.62000 531.86| 2.33000 472.99| Traffic Control Legends, Class 2, Type | | | 0180 703D002 33.000 SQFT| 1.28000 42.24| 0.58000 19.14| Temporary Traffic Control Markings | | | (Paint) | | | 0190 703E002 158.000 SQFT| 2.04000 322.32| 0.58000 91.64| Temporary Traffic Control Legends | | | (Paint) | | | 0200 705A037 301.000 EACH| 5.25000 1580.25| 5.24000 1577.24| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 321.000 SQFT| 5.62000 1804.02| 11.88000 3813.48| Construction Signs | | | 0220 740E000 100.000 EACH| 11.72000 1172.00| 9.50000 950.00| Cones (36 Inches High) | | | 0230 740M001 100.000 EACH| 7.99000 799.00| 6.00000 600.00| Ballast For Cone | | | 0240 740O000 1.000 EACH| 1900.09000 1900.09| 1637.02000 1637.02| Pilot Car | | | SECTION TOTALS | $ 145,315.90| $ 149,990.93| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 145,315.90| $ 149,990.93| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 084 -1 VENDOR RANKING CALL ORDER : 084 CONTRACT ID : 20020726084 COUNTIES : CHOCTAW LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-408-121-114-211 for constructing the Turn Lane and Acceleration Lane on S.R.#10 at S.R.#144 south of Pennington. Length 0.445 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01073 ASPHALT SUPPLY, L.L.C. $ 349,888.30 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 368,629.80 105.3564% 3 23029 J. S. WALTON & COMPANY, INC. $ 408,309.14 116.6970% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 084 -2 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20020726084 COUNTIES : CHOCTAW LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 13008 |( 3 ) 23029 |ASPHALT SUPPLY, L.L.C. |MOBILE ASPHALT COMPANY, LLC |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D000 25.000 LF | 12.00000 300.00| 10.90000 272.50| 16.38000 409.50 Removing Pipe | | | 0020 206D002 70.000 LF | 7.50000 525.00| 2.20000 154.00| 5.85000 409.50 Removing Curb | | | 0030 210A000 3834.000 CUYD| 3.20000 12268.80| 3.30000 12652.20| 5.19000 19898.46 Unclassified Excavation | | | 0040 210D000 5653.000 CUYD| 7.68000 43415.04| 9.30000 52572.90| 8.93000 50481.29 Borrow Excavation | | | 0050 210D011 2826.000 CUYD| 8.25000 23314.50| 9.30000 26281.80| 8.93000 25236.18 Borrow Excavation (A-4 or Better) | | | 0060 214A000 63.000 CUYD| 12.00000 756.00| 7.10000 447.30| 19.56000 1232.28 Structure Excavation | | | 0070 214B001 37.000 CUYD| 32.50000 1202.50| 32.75000 1211.75| 47.96000 1774.52 Foundation Backfill, Commercial | | | 0080 401A047 7700.000 SQYD| 0.45000 3465.00| 0.75000 5775.00| 0.75000 5775.00 Bituminous Treatment A, MC-70 | | | 0090 405A000 552.000 GAL | 1.43000 789.36| 0.95000 524.40| 1.15000 634.80 Tack Coat | | | 0100 424A360 813.000 TON | 47.20000 38373.60| 48.45000 39389.85| 51.76000 42080.88 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A366 100.000 TON | 49.50000 4950.00| 47.95000 4795.00| 51.76000 5176.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B651 874.000 TON | 45.20000 39504.80| 47.65000 41646.10| 51.18000 44731.32 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0130 424C361 1268.000 TON | 45.05000 57123.40| 40.90000 51861.20| 47.16000 59798.88 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0140 428B000 5200.000 LF | 1.11000 5772.00| 0.05000 260.00| 0.03000 156.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 084 -3 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20020726084 COUNTIES : CHOCTAW LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 13008 |( 3 ) 23029 |ASPHALT SUPPLY, L.L.C. |MOBILE ASPHALT COMPANY, LLC |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 2578.000 LB | 0.97000 2500.66| 0.85000 2191.30| 1.32000 3402.96 Steel Reinforcement | | | 0160 524B011 23.000 CUYD| 900.00000 20700.00| 1284.80000 29550.40| 515.36000 11853.28 Culvert Concrete Extension (Cast In | | | Place) | | | 0170 530A101 36.000 LF | 37.83000 1361.88| 38.20000 1375.20| 34.86000 1254.96 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0180 600A000 LUMP| 31000.00000 31000.00| 18000.00000 18000.00| 60453.02000 60453.02 Mobilization | | | 0190 614A000 2.000 CUYD| 390.00000 780.00| 934.40000 1868.80| 736.29000 1472.58 Slope Paving | | | 0200 619A101 2.000 EACH| 595.00000 1190.00| 584.00000 1168.00| 582.74000 1165.48 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0210 620A000 1.000 CUYD| 600.00000 600.00| 1635.20000 1635.20| 727.07000 727.07 Minor Structure Concrete | | | 0220 623B000 14.000 LF | 26.50000 371.00| 23.35000 326.90| 55.55000 777.70 Concrete Curb, Type N | | | 0230 623B001 41.000 LF | 35.14000 1440.74| 23.35000 957.35| 39.45000 1617.45 Concrete Curb, Type N Special | | | 0240 650B000 2598.000 CUYD| 3.40000 8833.20| 4.90000 12730.20| 5.30000 13769.40 Topsoil From Stockpiles | | | 0250 652A054 3.000 ACRE| 600.00000 1800.00| 655.25000 1965.75| 834.89000 2504.67 Seeding (Mix 2A) | | | 0260 652B053 3.000 ACRE| 600.00000 1800.00| 655.25000 1965.75| 460.74000 1382.22 Temporary Seeding (Mix 2AT) | | | 0270 656A000 6.000 ACRE| 600.00000 3600.00| 655.25000 3931.50| 534.93000 3209.58 Mulching, Class A, Type 1 | | | 0280 665F000 150.000 EACH| 5.50000 825.00| 10.90000 1635.00| 4.02000 603.00 Hay Bales | | | 0290 665J000 5190.000 LF | 1.56000 8096.40| 3.30000 17127.00| 3.27000 16971.30 Silt Fence, Type A | | | 0300 680A000 LUMP| 3500.00000 3500.00| 2184.15000 2184.15| 1553.84000 1553.84 Engineering Controls | | | 0310 701A028 2.000 MILE| 1456.00000 2912.00| 934.40000 1868.80| 1265.16000 2530.32 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 084 -4 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20020726084 COUNTIES : CHOCTAW LETTING DATE : 07/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 13008 |( 3 ) 23029 |ASPHALT SUPPLY, L.L.C. |MOBILE ASPHALT COMPANY, LLC |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701A032 3.000 MILE| 1694.00000 5082.00| 934.40000 2803.20| 1265.16000 3795.48 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0330 701B009 1290.000 LF | 0.61000 786.90| 0.30000 387.00| 0.29000 374.10 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0340 701C003 3.000 MILE| 583.00000 1749.00| 233.60000 700.80| 230.03000 690.09 Solid Temporary Traffic Stripe (Paint) | | | 0350 703A002 3264.000 SQFT| 1.83000 5973.12| 2.15000 7017.60| 2.13000 6952.32 Traffic Control Markings, Class 2, Type | | | A | | | 0360 703B002 135.000 SQFT| 2.50000 337.50| 2.15000 290.25| 2.13000 287.55 Traffic Control Legends, Class 2, Type | | | 0370 703D002 1348.000 SQFT| 1.28000 1725.44| 0.60000 808.80| 0.58000 781.84 Temporary Traffic Control Markings | | | (Paint) | | | 0380 705A030 8.000 EACH| 4.72000 37.76| 5.25000 42.00| 5.75000 46.00 Pavement Markers, Class A-H, Type 2-C | | | 0390 705A031 235.000 EACH| 4.72000 1109.20| 5.25000 1233.75| 5.75000 1351.25 Pavement Markers, Class A-H, Type 1-A | | | 0400 705A032 378.000 EACH| 4.72000 1784.16| 5.25000 1984.50| 5.75000 2173.50 Pavement Markers, Class A-H, Type 1-B | | | 0410 705A037 17.000 EACH| 4.72000 80.24| 5.25000 89.25| 5.75000 97.75 Pavement Markers, Class A-H, Type 2-D | | | 0420 705A038 433.000 EACH| 4.72000 2043.76| 5.25000 2273.25| 5.75000 2489.75 Pavement Markers, Class A-H, Type 2-E | | | 0430 740B000 436.000 SQFT| 9.44000 4115.84| 13.10000 5711.60| 11.12000 4848.32 Construction Signs | | | 0440 740D000 75.000 EACH| 22.50000 1687.50| 71.00000 5325.00| 13.71000 1028.25 Channelizing Drums | | | 0450 740E000 50.000 EACH| 6.00000 300.00| 27.30000 1365.00| 3.67000 183.50 Cones (36 Inches High) | | | 0460 740M001 50.000 EACH| 0.10000 5.00| 5.45000 272.50| 3.32000 166.00 Ballast For Cone | | | SECTION TOTALS | $ 349,888.30| $ 368,629.80| $ 408,309.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 349,888.30| $ 368,629.80| $ 408,309.14 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 085 -1 VENDOR RANKING CALL ORDER : 085 CONTRACT ID : 20020726085 COUNTIES : ESCAMBIA LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-409-690-000-205 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#21 from MP 17.8 north of Huxford to MP 18.8 at the Monroe County line. Length 1.000 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 171,662.60 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 190,002.17 110.6835% 3 01018 APAC-ALABAMA, INC. $ 193,154.19 112.5197% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 085 -2 TABULATION OF BIDS CALL ORDER : 085 CONTRACT ID : 20020726085 COUNTIES : ESCAMBIA LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01018 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 477.000 GAL | 0.90000 429.30| 1.15000 548.55| 6.00000 2862.00 Tack Coat | | | 0020 408A052 10571.000 SQYD| 0.60000 6342.60| 0.88000 9302.48| 1.00000 10571.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 420A011 689.000 TON | 63.90000 44027.10| 58.12000 40044.68| 75.00000 51675.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0040 424A361 1192.000 TON | 39.60000 47203.20| 34.24000 40814.08| 40.00000 47680.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424B651 788.000 TON | 38.55000 30377.40| 31.84000 25089.92| 41.50000 32702.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 50.000 TON | 76.70000 3835.00| 80.07000 4003.50| 45.00000 2250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 80.000 TON | 43.00000 3440.00| 59.74000 4779.20| 95.00000 7600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 3488.25000 3488.25| 10983.61000 10983.61| 14000.00000 14000.00 Mobilization | | | 0090 650A000 109.000 CUYD| 22.50000 2452.50| 23.47000 2558.23| 25.00000 2725.00 Topsoil | | | 0100 652A061 1.000 ACRE| 582.65000 582.65| 578.50000 578.50| 500.00000 500.00 Seeding (Mix 3E) | | | 0110 656A000 1.000 ACRE| 582.65000 582.65| 578.50000 578.50| 500.00000 500.00 Mulching, Class A, Type 1 | | | 0120 665F000 100.000 EACH| 7.70000 770.00| 6.35000 635.00| 6.00000 600.00 Hay Bales | | | 0130 701A028 2.000 MILE| 932.25000 1864.50| 1301.65000 2603.30| 1700.00000 3400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 085 -3 TABULATION OF BIDS CALL ORDER : 085 CONTRACT ID : 20020726085 COUNTIES : ESCAMBIA LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01018 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A032 1.000 MILE| 932.25000 932.25| 1596.69000 1596.69| 1735.89000 1735.89 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A046 1.000 MILE| 699.20000 699.20| 705.78000 705.78| 950.00000 950.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701C002 3.000 MILE| 174.80000 524.40| 283.47000 850.41| 440.00000 1320.00 Broken Temporary Traffic Stripe (Paint) | | | 0170 701C003 6.000 MILE| 233.05000 1398.30| 399.17000 2395.02| 450.00000 2700.00 Solid Temporary Traffic Stripe (Paint) | | | 0180 701G125 1020.000 LF | 4.35000 4437.00| 5.38000 5487.60| 3.80000 3876.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G129 510.000 LF | 4.35000 2218.50| 5.15000 2626.50| 1.65000 841.50 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H001 1020.000 LF | 1.15000 1173.00| 0.52000 530.40| 0.33000 336.60 Solid Traffic Stripe Removed (Plastic) | | | 0210 701H006 510.000 LF | 1.15000 586.50| 0.46000 234.60| 0.30000 153.00 Broken Traffic Stripe Removed (Plastic) | | | 0220 705A031 52.000 EACH| 5.25000 273.00| 5.21000 270.92| 5.00000 260.00 Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 24.000 EACH| 5.25000 126.00| 5.21000 125.04| 5.00000 120.00 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 56.000 EACH| 5.25000 294.00| 5.21000 291.76| 5.00000 280.00 Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 206.000 SQFT| 12.55000 2585.30| 11.15000 2296.90| 7.70000 1586.20 Construction Signs | | | 0260 740D000 300.000 EACH| 30.45000 9135.00| 93.72000 28116.00| 5.50000 1650.00 Channelizing Drums | | | 0270 740E000 100.000 EACH| 11.55000 1155.00| 11.62000 1162.00| 1.80000 180.00 Cones (36 Inches High) | | | 0280 740M001 100.000 EACH| 7.30000 730.00| 7.93000 793.00| 1.00000 100.00 Ballast For Cone | | | SECTION TOTALS | $ 171,662.60| $ 190,002.17| $ 193,154.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 171,662.60| $ 190,002.17| $ 193,154.19 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 086 -1 VENDOR RANKING CALL ORDER : 086 CONTRACT ID : 20020726086 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-909-491-016-201 for constructing the Planing, Resurfacing, and Traffic 99-909-491-665-201 Stripe at various locations as indicated on the plans in Mobile. Length - 6.710 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 15007 OZARK STRIPING COMPANY, INC. $ 1,340,398.55 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 086 -2 TABULATION OF BIDS CALL ORDER : 086 CONTRACT ID : 20020726086 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 15007 |( ) |( ) |OZARK STRIPING CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 759.000 GAL | 1.00000 759.00| | Tack Coat | | | 0020 408A052 21040.000 SQYD| 1.00000 21040.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A054 2130.000 SQYD| 2.60000 5538.00| | Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0040 424A281 1740.000 TON | 43.50000 75690.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0050 424B281 235.000 TON | 55.75000 13101.25| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0060 424B285 50.000 TON | 55.75000 2787.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424B289 50.000 TON | 55.75000 2787.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 600A000 LUMP| 130000.00000 130000.00| | Mobilization | | | 0090 701A061 25.000 MILE| 6500.00000 162500.00| | Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0100 701A065 14.000 MILE| 16125.00000 225750.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0110 701A073 14.000 MILE| 16776.00000 234864.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 086 -3 TABULATION OF BIDS CALL ORDER : 086 CONTRACT ID : 20020726086 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 15007 |( ) |( ) |OZARK STRIPING CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701B016 3164.000 LF | 2.50000 7910.00| | Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0130 701C000 2.000 MILE| 500.00000 1000.00| | Broken Temporary Traffic Stripe | | | 0140 701C001 3.000 MILE| 500.00000 1500.00| | Solid Temporary Traffic Stripe | | | 0150 701D008 28.000 MILE| 2000.00000 56000.00| | Solid Traffic Stripe Removed (Plastic) | | | 0160 701D015 3.000 MILE| 2000.00000 6000.00| | Broken Traffic Stripe Removed (Plastic) | | | 0170 701D017 22.000 MILE| 2500.00000 55000.00| | Broken Traffic Stripe Removed (Pavement | | | Markers) | | | 0180 701F004 2114.000 LF | 0.30000 634.20| | Dotted Temporary Traffic Stripe | | | 0190 701H011 3164.000 LF | 0.40000 1265.60| | Dotted Traffic Stripe Removed (Plastic) | | | 0200 702A040 2.000 MILE| 2500.00000 5000.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 702A041 1.000 MILE| 5000.00000 5000.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 702A043 1.000 MILE| 5000.00000 5000.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 702B011 2114.000 LF | 1.85000 3910.90| | Dotted Profiled Traffic Stripe (6" Wide | | | 0240 703A002 11871.000 SQFT| 1.80000 21367.80| | Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 561.000 SQFT| 2.80000 1570.80| | Traffic Control Legends, Class 2, Type | | | 0260 703C001 7906.000 SQFT| 3.50000 27671.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/29/02 PAGE : 086 -4 TABULATION OF BIDS CALL ORDER : 086 CONTRACT ID : 20020726086 COUNTIES : MOBILE LETTING DATE : 07/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 15007 |( ) |( ) |OZARK STRIPING CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 703D001 1250.000 SQFT| 1.30000 1625.00| | Temporary Traffic Control Markings | | | 0280 705A007 4400.000 EACH| 6.00000 26400.00| | Pavement Markers, Class B, Type 1-A | | | 0290 705A010 1700.000 EACH| 6.00000 10200.00| | Pavement Markers, Class B, Type 1-B | | | 0300 705A030 765.000 EACH| 6.50000 4972.50| | Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 6744.000 EACH| 6.50000 43836.00| | Pavement Markers, Class A-H, Type 1-A | | | 0320 705A032 4085.000 EACH| 6.50000 26552.50| | Pavement Markers, Class A-H, Type 1-B | | | 0330 705A037 10.000 EACH| 6.50000 65.00| | Pavement Markers, Class A-H, Type 2-D | | | 0340 707G000 1070.000 EACH| 20.00000 21400.00| | Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 0350 707G001 280.000 EACH| 25.00000 7000.00| | Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 0360 730H001 7500.000 LF | 7.00000 52500.00| | Loop Wire | | | 0370 740B000 2061.000 SQFT| 15.00000 30915.00| | Construction Signs | | | 0380 740C000 389.000 SQFT| 15.00000 5835.00| | Special Construction Signs | | | 0390 740D000 200.000 EACH| 75.00000 15000.00| | Channelizing Drums | | | 0400 740E000 100.000 EACH| 17.50000 1750.00| | Cones (36 Inches High) | | | 0410 740M001 100.000 EACH| 7.00000 700.00| | Ballast For Cone | | | 0420 741C010 3.000 EACH| 6000.00000 18000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,340,398.55| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,340,398.55| $ 0.00| $ ====================================================================================================================================