ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20030725001 COUNTIES : MONTGOMERY ELMORE LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : IM-I065(333) for constructing the Permanent Median Barrier Rail on I-65 from the Alabama River bridge in Montgomery to north of Cobbs Ford Road. Length 7.129 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01001 ABRAMSON, LLC $ 2,150,000.00 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,499,999.99 116.2791% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030725001 COUNTIES : MONTGOMERY ELMORE LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01001 |( 2 ) 01007 |( ) |ABRAMSON, LLC |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 910A000 LUMP| 2150000.00000 2150000.00| 2499999.99000 2499999.99| Lump Sum Project | | | SECTION TOTALS | $ 2,150,000.00| $ 2,499,999.99| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,150,000.00| $ 2,499,999.99| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20030725003 COUNTIES : WALKER LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : APD-471(516) for constructing the Bridges (Dual) on Corridor "X" over C.R.#22 south of Cordova. Length 0.059 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 2,929,884.90 100.0000% 2 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 2,945,522.10 100.5337% 3 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 2,974,153.86 101.5109% 4 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 2,987,336.31 101.9609% 5 19007 SCOTT BRIDGE COMPANY, INC. $ 3,126,498.50 106.7106% 6 08016 HILL BROTHERS CONSTRUCTION & ENGINEERING COMPANY, INC. $ 3,267,239.50 111.5143% 7 13099 MCINNIS, LLC $ 3,604,436.00 123.0231% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030725003 COUNTIES : WALKER LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 23025 |( 3 ) 04008 |THE MORRIS GROUP, INC. |WRIGHT BROTHERS CONSTRUCTIO |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 215A000 3090.000 CUYD| 31.00000 95790.00| 12.00000 37080.00| 40.00000 123600.00 Unclassified Bridge Excavation | | | 0020 215B000 LUMP| 60700.00000 60700.00| 80000.00000 80000.00| 30000.00000 30000.00 Cofferdams Or Sheeting And Shoring, STA | | | a 75+03.176, WBL | | | 0030 215B001 LUMP| 60700.00000 60700.00| 80000.00000 80000.00| 30000.00000 30000.00 Cofferdams Or Sheeting And Shoring, STA | | | a 74+58.439, EBL | | | 0040 502A000 325600.000 LB | 0.45000 146520.00| 0.45000 146520.00| 0.45000 146520.00 Steel Reinforcement | | | 0050 502B000 LUMP| 56000.00000 56000.00| 78000.00000 78000.00| 70000.00000 70000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. a75+03.176, WBL | | | APPROX. | | | 0060 502B001 LUMP| 99000.00000 99000.00| 105000.00000 105000.00| 95000.00000 95000.00 Steel Reinforcement For Bridge | | | Superstructure STA. a74+58.439, EBL | | | APPROX. | | | 0070 506A004 778.000 LF | 64.00000 49792.00| 60.00000 46680.00| 70.00000 54460.00 Drilled Shaft Excavation, 3'-0" Diamete | | | 0080 506B001 114.000 LF | 201.00000 22914.00| 190.00000 21660.00| 210.00000 23940.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0090 506C040 892.000 LF | 53.00000 47276.00| 50.00000 44600.00| 60.00000 53520.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0100 508A000 13040.000 LB | 2.00000 26080.00| 2.00000 26080.00| 2.75000 35860.00 Structural Steel | | | 0110 510A000 1394.000 CUYD| 275.00000 383350.00| 295.00000 411230.00| 250.00000 348500.00 Bridge Substructure Concrete, Class A | | | 0120 510C051 LUMP| 247000.00000 247000.00| 315000.00000 315000.00| 300000.00000 300000.00 Bridge Concrete Superstructure, STA. | | | a75+03.176 , WBL APPROX. | | | 0130 510C052 LUMP| 288000.00000 288000.00| 402000.00000 402000.00| 395000.00000 395000.00 Bridge Concrete Superstructure, STA. | | | a74+58.439, EBL APPROX. | | | 0140 510E000 5250.000 SQYD| 2.00000 10500.00| 2.00000 10500.00| 2.50000 13125.00 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030725003 COUNTIES : WALKER LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 23025 |( 3 ) 04008 |THE MORRIS GROUP, INC. |WRIGHT BROTHERS CONSTRUCTIO |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 511A001 42.000 EACH| 195.00000 8190.00| 125.00000 5250.00| 150.00000 6300.00 Elastomeric Bearings, Type 2 | | | 0160 511A004 102.000 EACH| 295.00000 30090.00| 350.00000 35700.00| 300.00000 30600.00 Elastomeric Bearings, Type 4 | | | 0170 513B019 7448.000 LF | 120.00000 893760.00| 96.00000 715008.00| 100.00000 744800.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0180 600A000 LUMP| 249000.00000 249000.00| 190000.00000 190000.00| 200000.00000 200000.00 Mobilization | | | 0190 601A000 1.000 EACH| 5000.00000 5000.00| 15000.00000 15000.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0200 609A000 4655.000 SQYD| 7.00000 32585.00| 6.50000 30257.50| 20.00000 93100.00 Aggregate Slope Protection | | | 0210 609B000 4655.000 SQYD| 1.30000 6051.50| 2.00000 9310.00| 2.00000 9310.00 Geotextile Filter For Aggregate Slope | | | Protection | | | 0220 610D003 192.000 SQYD| 2.00000 384.00| 5.00000 960.00| 2.00000 384.00 Filter Blanket, Geotextile | | | 0230 654A000 56.000 SQYD| 5.00000 280.00| 5.25000 294.00| 5.50000 308.00 Solid Sodding | | | 0240 659A001 14578.000 SQYD| 1.10000 16035.80| 1.20000 17493.60| 1.87000 27260.86 Erosion Control Netting, Class B | | | 0250 665A000 3.000 ACRE| 450.00000 1350.00| 500.00000 1500.00| 660.00000 1980.00 Temporary Seeding | | | 0260 665B000 3.000 ACRE| 400.00000 1200.00| 450.00000 1350.00| 440.00000 1320.00 Temporary Mulching | | | 0270 665C000 382.000 LF | 10.00000 3820.00| 12.00000 4584.00| 25.00000 9550.00 15" Temporary Pipe | | | 0280 665E000 500.000 SQYD| 2.00000 1000.00| 2.00000 1000.00| 1.00000 500.00 Polyethylene | | | 0290 665F000 84.000 EACH| 6.00000 504.00| 6.00000 504.00| 10.00000 840.00 Hay Bales | | | 0300 665G000 200.000 EACH| 2.10000 420.00| 4.00000 800.00| 10.00000 2000.00 Sand Bags | | | 0310 665J000 2101.000 LF | 2.60000 5462.60| 3.00000 6303.00| 7.00000 14707.00 Silt Fence, Type A | | | 0320 665K000 40.000 CUYD| 10.00000 400.00| 20.00000 800.00| 50.00000 2000.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030725003 COUNTIES : WALKER LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 23025 |( 3 ) 04008 |THE MORRIS GROUP, INC. |WRIGHT BROTHERS CONSTRUCTIO |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 680A000 LUMP| 50000.00000 50000.00| 60000.00000 60000.00| 50000.00000 50000.00 Engineering Controls | | | 0340 708A000 64.000 SQFT| 10.00000 640.00| 20.00000 1280.00| 10.00000 640.00 Type 1 Object Safety Marking | | | 0350 726A000 1050.000 LF | 16.00000 16800.00| 32.00000 33600.00| 33.00000 34650.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0360 740B000 326.000 SQFT| 10.00000 3260.00| 9.50000 3097.00| 11.00000 3586.00 Construction Signs | | | 0370 740C000 48.000 SQFT| 10.00000 480.00| 9.50000 456.00| 11.00000 528.00 Special Construction Signs | | | 0380 740E000 100.000 EACH| 15.00000 1500.00| 10.00000 1000.00| 16.50000 1650.00 Cones (36 Inches High) | | | 0390 740F002 9.000 EACH| 250.00000 2250.00| 175.00000 1575.00| 275.00000 2475.00 Barricades, Type III | | | 0400 740I005 4.000 EACH| 650.00000 2600.00| 250.00000 1000.00| 715.00000 2860.00 Warning Lights, Type B (Detachable Head | | | 0410 740M001 100.000 EACH| 8.00000 800.00| 6.50000 650.00| 8.80000 880.00 Ballast For Cone | | | 0420 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,929,884.90| $ 2,945,522.10| $ 2,974,153.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,929,884.90| $ 2,945,522.10| $ 2,974,153.86 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030725003 COUNTIES : WALKER LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 19007 |( 6 ) 08016 |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 215A000 3090.000 CUYD| 20.00000 61800.00| 25.00000 77250.00| 16.00000 49440.00 Unclassified Bridge Excavation | | | 0020 215B000 LUMP| 22000.00000 22000.00| 42000.00000 42000.00| 150000.00000 150000.00 Cofferdams Or Sheeting And Shoring, STA | | | a 75+03.176, WBL | | | 0030 215B001 LUMP| 28000.00000 28000.00| 56000.00000 56000.00| 150000.00000 150000.00 Cofferdams Or Sheeting And Shoring, STA | | | a 74+58.439, EBL | | | 0040 502A000 325600.000 LB | 0.42000 136752.00| 0.53000 172568.00| 0.46000 149776.00 Steel Reinforcement | | | 0050 502B000 LUMP| 68000.00000 68000.00| 82250.00000 82250.00| 70000.00000 70000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. a75+03.176, WBL | | | APPROX. | | | 0060 502B001 LUMP| 92000.00000 92000.00| 110500.00000 110500.00| 95000.00000 95000.00 Steel Reinforcement For Bridge | | | Superstructure STA. a74+58.439, EBL | | | APPROX. | | | 0070 506A004 778.000 LF | 42.00000 32676.00| 63.00000 49014.00| 125.00000 97250.00 Drilled Shaft Excavation, 3'-0" Diamete | | | 0080 506B001 114.000 LF | 716.00000 81624.00| 199.50000 22743.00| 650.00000 74100.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0090 506C040 892.000 LF | 80.00000 71360.00| 52.50000 46830.00| 36.00000 32112.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0100 508A000 13040.000 LB | 2.25000 29340.00| 4.25000 55420.00| 3.00000 39120.00 Structural Steel | | | 0110 510A000 1394.000 CUYD| 288.00000 401472.00| 365.00000 508810.00| 245.00000 341530.00 Bridge Substructure Concrete, Class A | | | 0120 510C051 LUMP| 280000.00000 280000.00| 320000.00000 320000.00| 295000.00000 295000.00 Bridge Concrete Superstructure, STA. | | | a75+03.176 , WBL APPROX. | | | 0130 510C052 LUMP| 340000.00000 340000.00| 450000.00000 450000.00| 385000.00000 385000.00 Bridge Concrete Superstructure, STA. | | | a74+58.439, EBL APPROX. | | | 0140 510E000 5250.000 SQYD| 1.75000 9187.50| 2.30000 12075.00| 4.00000 21000.00 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030725003 COUNTIES : WALKER LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 19007 |( 6 ) 08016 |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 511A001 42.000 EACH| 100.00000 4200.00| 180.00000 7560.00| 150.00000 6300.00 Elastomeric Bearings, Type 2 | | | 0160 511A004 102.000 EACH| 315.00000 32130.00| 290.00000 29580.00| 250.00000 25500.00 Elastomeric Bearings, Type 4 | | | 0170 513B019 7448.000 LF | 114.25000 850934.00| 100.00000 744800.00| 95.00000 707560.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0180 600A000 LUMP| 287000.00000 287000.00| 182000.00000 182000.00| 300000.00000 300000.00 Mobilization | | | 0190 601A000 1.000 EACH| 14500.00000 14500.00| 5500.00000 5500.00| 20000.00000 20000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0200 609A000 4655.000 SQYD| 6.90000 32119.50| 6.50000 30257.50| 6.00000 27930.00 Aggregate Slope Protection | | | 0210 609B000 4655.000 SQYD| 2.00000 9310.00| 1.50000 6982.50| 2.50000 11637.50 Geotextile Filter For Aggregate Slope | | | Protection | | | 0220 610D003 192.000 SQYD| 2.00000 384.00| 2.50000 480.00| 2.50000 480.00 Filter Blanket, Geotextile | | | 0230 654A000 56.000 SQYD| 5.00000 280.00| 5.50000 308.00| 6.00000 336.00 Solid Sodding | | | 0240 659A001 14578.000 SQYD| 1.15000 16764.70| 1.50000 21867.00| 1.00000 14578.00 Erosion Control Netting, Class B | | | 0250 665A000 3.000 ACRE| 477.00000 1431.00| 500.00000 1500.00| 400.00000 1200.00 Temporary Seeding | | | 0260 665B000 3.000 ACRE| 424.00000 1272.00| 500.00000 1500.00| 400.00000 1200.00 Temporary Mulching | | | 0270 665C000 382.000 LF | 12.58000 4805.56| 10.00000 3820.00| 15.00000 5730.00 15" Temporary Pipe | | | 0280 665E000 500.000 SQYD| 2.00000 1000.00| 2.00000 1000.00| 2.00000 1000.00 Polyethylene | | | 0290 665F000 84.000 EACH| 6.00000 504.00| 5.00000 420.00| 8.00000 672.00 Hay Bales | | | 0300 665G000 200.000 EACH| 3.00000 600.00| 8.00000 1600.00| 5.00000 1000.00 Sand Bags | | | 0310 665J000 2101.000 LF | 3.25000 6828.25| 4.50000 9454.50| 3.00000 6303.00 Silt Fence, Type A | | | 0320 665K000 40.000 CUYD| 9.50000 380.00| 40.00000 1600.00| 8.00000 320.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030725003 COUNTIES : WALKER LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 19007 |( 6 ) 08016 |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 680A000 LUMP| 30000.00000 30000.00| 27000.00000 27000.00| 125000.00000 125000.00 Engineering Controls | | | 0340 708A000 64.000 SQFT| 10.00000 640.00| 11.00000 704.00| 17.00000 1088.00 Type 1 Object Safety Marking | | | 0350 726A000 1050.000 LF | 25.20000 26460.00| 30.00000 31500.00| 44.00000 46200.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0360 740B000 326.000 SQFT| 8.00000 2608.00| 9.50000 3097.00| 10.50000 3423.00 Construction Signs | | | 0370 740C000 48.000 SQFT| 10.60000 508.80| 8.50000 408.00| 10.50000 504.00 Special Construction Signs | | | 0380 740E000 100.000 EACH| 15.90000 1590.00| 12.50000 1250.00| 15.75000 1575.00 Cones (36 Inches High) | | | 0390 740F002 9.000 EACH| 225.00000 2025.00| 250.00000 2250.00| 265.00000 2385.00 Barricades, Type III | | | 0400 740I005 4.000 EACH| 400.00000 1600.00| 300.00000 1200.00| 685.00000 2740.00 Warning Lights, Type B (Detachable Head | | | 0410 740M001 100.000 EACH| 8.50000 850.00| 10.00000 1000.00| 8.50000 850.00 Ballast For Cone | | | 0420 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,987,336.31| $ 3,126,498.50| $ 3,267,239.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,987,336.31| $ 3,126,498.50| $ 3,267,239.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030725003 COUNTIES : WALKER LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 7 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 215A000 3090.000 CUYD| 28.00000 86520.00| | Unclassified Bridge Excavation | | | 0020 215B000 LUMP| 40000.00000 40000.00| | Cofferdams Or Sheeting And Shoring, STA | | | a 75+03.176, WBL | | | 0030 215B001 LUMP| 40000.00000 40000.00| | Cofferdams Or Sheeting And Shoring, STA | | | a 74+58.439, EBL | | | 0040 502A000 325600.000 LB | 0.62000 201872.00| | Steel Reinforcement | | | 0050 502B000 LUMP| 96000.00000 96000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. a75+03.176, WBL | | | APPROX. | | | 0060 502B001 LUMP| 130000.00000 130000.00| | Steel Reinforcement For Bridge | | | Superstructure STA. a74+58.439, EBL | | | APPROX. | | | 0070 506A004 778.000 LF | 114.00000 88692.00| | Drilled Shaft Excavation, 3'-0" Diamete | | | 0080 506B001 114.000 LF | 600.00000 68400.00| | Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0090 506C040 892.000 LF | 34.00000 30328.00| | Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0100 508A000 13040.000 LB | 3.25000 42380.00| | Structural Steel | | | 0110 510A000 1394.000 CUYD| 300.00000 418200.00| | Bridge Substructure Concrete, Class A | | | 0120 510C051 LUMP| 530000.00000 530000.00| | Bridge Concrete Superstructure, STA. | | | a75+03.176 , WBL APPROX. | | | 0130 510C052 LUMP| 650000.00000 650000.00| | Bridge Concrete Superstructure, STA. | | | a74+58.439, EBL APPROX. | | | 0140 510E000 5250.000 SQYD| 2.50000 13125.00| | Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030725003 COUNTIES : WALKER LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 7 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 511A001 42.000 EACH| 100.00000 4200.00| | Elastomeric Bearings, Type 2 | | | 0160 511A004 102.000 EACH| 300.00000 30600.00| | Elastomeric Bearings, Type 4 | | | 0170 513B019 7448.000 LF | 110.00000 819280.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0180 600A000 LUMP| 120000.00000 120000.00| | Mobilization | | | 0190 601A000 1.000 EACH| 10000.00000 10000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0200 609A000 4655.000 SQYD| 8.00000 37240.00| | Aggregate Slope Protection | | | 0210 609B000 4655.000 SQYD| 1.00000 4655.00| | Geotextile Filter For Aggregate Slope | | | Protection | | | 0220 610D003 192.000 SQYD| 2.00000 384.00| | Filter Blanket, Geotextile | | | 0230 654A000 56.000 SQYD| 5.00000 280.00| | Solid Sodding | | | 0240 659A001 14578.000 SQYD| 1.00000 14578.00| | Erosion Control Netting, Class B | | | 0250 665A000 3.000 ACRE| 400.00000 1200.00| | Temporary Seeding | | | 0260 665B000 3.000 ACRE| 500.00000 1500.00| | Temporary Mulching | | | 0270 665C000 382.000 LF | 20.00000 7640.00| | 15" Temporary Pipe | | | 0280 665E000 500.000 SQYD| 1.00000 500.00| | Polyethylene | | | 0290 665F000 84.000 EACH| 5.00000 420.00| | Hay Bales | | | 0300 665G000 200.000 EACH| 3.00000 600.00| | Sand Bags | | | 0310 665J000 2101.000 LF | 5.00000 10505.00| | Silt Fence, Type A | | | 0320 665K000 40.000 CUYD| 10.00000 400.00| | Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030725003 COUNTIES : WALKER LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 7 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 680A000 LUMP| 37500.00000 37500.00| | Engineering Controls | | | 0340 708A000 64.000 SQFT| 10.00000 640.00| | Type 1 Object Safety Marking | | | 0350 726A000 1050.000 LF | 50.00000 52500.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 0360 740B000 326.000 SQFT| 12.00000 3912.00| | Construction Signs | | | 0370 740C000 48.000 SQFT| 20.00000 960.00| | Special Construction Signs | | | 0380 740E000 100.000 EACH| 12.00000 1200.00| | Cones (36 Inches High) | | | 0390 740F002 9.000 EACH| 325.00000 2925.00| | Barricades, Type III | | | 0400 740I005 4.000 EACH| 600.00000 2400.00| | Warning Lights, Type B (Detachable Head | | | 0410 740M001 100.000 EACH| 5.00000 500.00| | Ballast For Cone | | | 0420 999 000 3000.000 HOUR| 0.80000 2400.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,604,436.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,604,436.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20030725021 COUNTIES : LEE CHAMBERS LETTING DATE : 07/25/03 10:00 AM DIVISION : 04 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0001(509) for constructing the Resurfacing and Traffic Stripe on S.R.#1 (U.S.#431) from I-85 in Opelika to S.R.#147. Length - 11.405 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 1,109,935.24 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030725021 COUNTIES : LEE CHAMBERS LETTING DATE : 07/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( ) |( ) |EAST ALABAMA PAVING CO., IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D001 250.000 LF | 2.00000 500.00| | Removing Guardrail | | | 0020 206E008 10.000 EACH| 100.00000 1000.00| | Removing Guardrail End Anchor (All Type | | | 0030 209A000 4.000 EACH| 100.00000 400.00| | Mailbox Reset, Single | | | 0040 210D001 300.000 CUYD| 35.00000 10500.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 401B100 149882.000 SQYD| 0.62000 92926.84| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 2500.000 GAL | 1.25000 3125.00| | Tack Coat | | | 0070 408A051 1867.000 SQYD| 5.00000 9335.00| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0080 408A052 18421.000 SQYD| 2.00000 36842.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0090 424A361 15500.000 TON | 38.51000 596905.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A366 400.000 TON | 42.60000 17040.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424A367 1800.000 TON | 42.06000 75708.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424A370 200.000 TON | 42.00000 8400.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B655 200.000 TON | 65.00000 13000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030725021 COUNTIES : LEE CHAMBERS LETTING DATE : 07/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( ) |( ) |EAST ALABAMA PAVING CO., IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 430B043 1800.000 TON | 18.00000 32400.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0150 600A000 LUMP| 67506.00000 67506.00| | Mobilization | | | 0160 630C070 10.000 EACH| 1200.00000 12000.00| | Guardrail End Anchor, Type 10 Series | | | 0170 658A002 1.000 ACRE| 4000.00000 4000.00| | Hydro-Seeding & Mulching (Mix 2E) | | | 0180 659A000 250.000 SQYD| 4.00000 1000.00| | Erosion Control Netting, Class A | | | 0190 665F000 100.000 EACH| 5.00000 500.00| | Hay Bales | | | 0200 665J000 300.000 LF | 6.00000 1800.00| | Silt Fence, Type A | | | 0210 701A028 22.000 MILE| 1350.00000 29700.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0230 701A041 4.000 MILE| 1100.00000 4400.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701A046 8.000 MILE| 1100.00000 8800.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A048 12.000 MILE| 1350.00000 16200.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701B009 3010.000 LF | 1.40000 4214.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0270 701C000 23.000 MILE| 320.00000 7360.00| | Broken Temporary Traffic Stripe | | | 0280 701C001 30.000 MILE| 400.00000 12000.00| | Solid Temporary Traffic Stripe | | | 0290 703A002 2850.000 SQFT| 2.90000 8265.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 676.000 SQFT| 3.40000 2298.40| | Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030725021 COUNTIES : LEE CHAMBERS LETTING DATE : 07/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( ) |( ) |EAST ALABAMA PAVING CO., IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703D001 1400.000 SQFT| 1.90000 2660.00| | Temporary Traffic Control Markings | | | 0320 730H001 1200.000 LF | 4.50000 5400.00| | Loop Wire | | | 0330 730I001 400.000 LF | 2.50000 1000.00| | Loop Detector Lead-In-Cable | | | 0340 740B000 1381.000 SQFT| 10.00000 13810.00| | Construction Signs | | | 0350 740E000 140.000 EACH| 20.00000 2800.00| | Cones (36 Inches High) | | | 0360 740M001 140.000 EACH| 1.00000 140.00| | Ballast For Cone | | | 0370 740O000 1.000 EACH| 2000.00000 2000.00| | Pilot Car | | | 0380 741C010 1.000 EACH| 4000.00000 4000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,109,935.24| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,109,935.24| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20030725022 COUNTIES : DALLAS LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-CN03(210) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#7 from the south R.O.W. line of the CSX Railroad at Tyler south to C.R.#62. Length 7.461 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 541,381.00 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 630,258.10 116.4167% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 637,964.00 117.8401% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030725022 COUNTIES : DALLAS LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 6000.000 CUYD| 5.50000 33000.00| 7.00000 42000.00| 3.00000 18000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 5000.000 GAL | 0.60000 3000.00| 0.86000 4300.00| 1.50000 7500.00 Tack Coat | | | 0030 424A341 7850.000 TON | 26.45000 207632.50| 32.70000 256695.00| 33.65000 264152.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A344 200.000 TON | 45.00000 9000.00| 75.00000 15000.00| 75.00000 15000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424A346 4730.000 TON | 29.00000 137170.00| 31.50000 148995.00| 33.95000 160583.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B648 1930.000 TON | 27.50000 53075.00| 33.40000 64462.00| 35.65000 68804.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0070 600A000 LUMP| 36300.00000 36300.00| 36654.00000 36654.00| 43000.00000 43000.00 Mobilization | | | 0080 652A056 7.000 ACRE| 360.00000 2520.00| 360.00000 2520.00| 360.00000 2520.00 Seeding (Mix 2E) | | | 0090 656A000 7.000 ACRE| 335.00000 2345.00| 335.00000 2345.00| 335.00000 2345.00 Mulching, Class A, Type 1 | | | 0100 665F000 1530.000 EACH| 5.00000 7650.00| 5.00000 7650.00| 4.00000 6120.00 Hay Bales | | | 0110 665J000 2930.000 LF | 2.55000 7471.50| 2.55000 7471.50| 2.55000 7471.50 Silt Fence, Type A | | | 0120 701A030 15.000 MILE| 625.00000 9375.00| 625.00000 9375.00| 625.00000 9375.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A034 10.000 MILE| 625.00000 6250.00| 625.00000 6250.00| 625.00000 6250.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030725022 COUNTIES : DALLAS LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A044 10.000 MILE| 300.00000 3000.00| 300.00000 3000.00| 300.00000 3000.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0150 701C000 10.000 MILE| 390.00000 3900.00| 390.00000 3900.00| 390.00000 3900.00 Broken Temporary Traffic Stripe | | | 0160 701C001 15.000 MILE| 480.00000 7200.00| 480.00000 7200.00| 480.00000 7200.00 Solid Temporary Traffic Stripe | | | 0170 703A002 263.000 SQFT| 2.25000 591.75| 2.25000 591.75| 2.25000 591.75 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703A004 700.000 SQFT| 2.25000 1575.00| 2.25000 1575.00| 2.25000 1575.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0190 703B004 69.000 SQFT| 3.25000 224.25| 3.25000 224.25| 3.25000 224.25 Traffic Control Legends, Class 2T, Type | | | A | | | 0200 705A032 396.000 EACH| 5.50000 2178.00| 5.50000 2178.00| 5.50000 2178.00 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 792.000 EACH| 5.50000 4356.00| 5.50000 4356.00| 5.50000 4356.00 Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 331.000 SQFT| 7.00000 2317.00| 7.60000 2515.60| 7.00000 2317.00 Construction Signs | | | 0230 740O000 1.000 EACH| 1250.00000 1250.00| 1000.00000 1000.00| 1500.00000 1500.00 Pilot Car | | | SECTION TOTALS | $ 541,381.00| $ 630,258.10| $ 637,964.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 541,381.00| $ 630,258.10| $ 637,964.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20030725023 COUNTIES : BULLOCK LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN03(212) for constructing the Resurfacing and Traffic Stripe on C.R.#8 from the Pike County line at Stills Crossroads to S.R.#223 and on C.R.#14 from S.R.#15 (U.S.#29) at Blues Old Stand to Union Grove Church. Length 8.559 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 577,940.00 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 605,827.68 104.8254% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030725023 COUNTIES : BULLOCK LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 8500.000 CUYD| 2.50000 21250.00| 4.95000 42075.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 6500.000 GAL | 1.65000 10725.00| 0.95000 6175.00| Tack Coat | | | 0030 424A341 8000.000 TON | 32.25000 258000.00| 35.70000 285600.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A345 700.000 TON | 65.00000 45500.00| 27.20000 19040.00| Superpave Bituminous Wearing Surface | | | Layer, Patching ,1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 4200.000 TON | 34.65000 145530.00| 35.45000 148890.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424A351 600.000 TON | 34.10000 20460.00| 25.96000 15576.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 600A000 LUMP| 27000.00000 27000.00| 40000.00000 40000.00| Mobilization | | | 0080 652A056 11.000 ACRE| 365.00000 4015.00| 365.00000 4015.00| Seeding (Mix 2E) | | | 0090 656A000 11.000 ACRE| 350.00000 3850.00| 350.00000 3850.00| Mulching, Class A, Type 1 | | | 0100 665F000 300.000 EACH| 5.00000 1500.00| 5.00000 1500.00| Hay Bales | | | 0110 665J000 500.000 LF | 2.75000 1375.00| 2.75000 1375.00| Silt Fence, Type A | | | 0120 701A030 17.000 MILE| 600.00000 10200.00| 606.61000 10312.37| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A034 9.000 MILE| 600.00000 5400.00| 606.61000 5459.49| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030725023 COUNTIES : BULLOCK LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A044 6.000 MILE| 290.00000 1740.00| 292.93000 1757.58| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0150 701C000 11.000 MILE| 390.00000 4290.00| 393.94000 4333.34| Broken Temporary Traffic Stripe | | | 0160 701C001 18.000 MILE| 450.00000 8100.00| 454.55000 8181.90| Solid Temporary Traffic Stripe | | | 0170 703A004 280.000 SQFT| 5.00000 1400.00| 5.05000 1414.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0180 705A032 200.000 EACH| 5.25000 1050.00| 5.30000 1060.00| Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 600.000 EACH| 5.25000 3150.00| 5.30000 3180.00| Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 254.000 SQFT| 7.50000 1905.00| 8.00000 2032.00| Construction Signs | | | 0210 740O000 1.000 EACH| 1500.00000 1500.00| 1.00000 1.00| Pilot Car | | | SECTION TOTALS | $ 577,940.00| $ 605,827.68| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 577,940.00| $ 605,827.68| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20030725024 COUNTIES : BULLOCK LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-CN03(213) for constructing the Resurfacing and Traffic Stripe on C.R.#14 from Union Grove Church to S.R.#239 at Smuteye and on C.R.#35 from U.S.#82 at Three Notch to S.R.#51. Length 5.557 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 407,167.50 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 436,780.70 107.2730% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030725024 COUNTIES : BULLOCK LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 5500.000 CUYD| 2.50000 13750.00| 4.95000 27225.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 5000.000 GAL | 1.00000 5000.00| 0.95000 4750.00| Tack Coat | | | 0030 424A341 5100.000 TON | 32.50000 165750.00| 36.85000 187935.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A345 700.000 TON | 85.00000 59500.00| 85.00000 59500.00| Superpave Bituminous Wearing Surface | | | Layer, Patching ,1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 2750.000 TON | 34.70000 95425.00| 34.80000 95700.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424A351 400.000 TON | 37.75000 15100.00| 42.70000 17080.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 600A000 LUMP| 20000.00000 20000.00| 13000.00000 13000.00| Mobilization | | | 0080 652A056 7.000 ACRE| 368.00000 2576.00| 368.00000 2576.00| Seeding (Mix 2E) | | | 0090 656A000 7.000 ACRE| 355.00000 2485.00| 355.00000 2485.00| Mulching, Class A, Type 1 | | | 0100 665F000 300.000 EACH| 5.50000 1650.00| 5.50000 1650.00| Hay Bales | | | 0110 665J000 500.000 LF | 2.70000 1350.00| 2.70000 1350.00| Silt Fence, Type A | | | 0120 701A030 11.000 MILE| 600.00000 6600.00| 606.06000 6666.66| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A034 5.000 MILE| 600.00000 3000.00| 606.06000 3030.30| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030725024 COUNTIES : BULLOCK LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A044 4.000 MILE| 290.00000 1160.00| 292.93000 1171.72| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0150 701C000 8.000 MILE| 390.00000 3120.00| 393.94000 3151.52| Broken Temporary Traffic Stripe | | | 0160 701C001 10.000 MILE| 450.00000 4500.00| 454.55000 4545.50| Solid Temporary Traffic Stripe | | | 0170 703A004 80.000 SQFT| 5.00000 400.00| 5.05000 404.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0180 705A032 130.000 EACH| 5.25000 682.50| 5.30000 689.00| Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 380.000 EACH| 5.25000 1995.00| 5.30000 2014.00| Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 232.000 SQFT| 7.00000 1624.00| 8.00000 1856.00| Construction Signs | | | 0210 740O000 1.000 EACH| 1500.00000 1500.00| 1.00000 1.00| Pilot Car | | | SECTION TOTALS | $ 407,167.50| $ 436,780.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 407,167.50| $ 436,780.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20030725025 COUNTIES : CHILTON LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-0003(507) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#3 (U.S.#31) from MP 222.500 in Clanton to MP 230.464 in Thorsby. Length 7.964 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,541,607.56 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030725025 COUNTIES : CHILTON LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 3.000 EACH| 161.56000 484.68| | Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 273.94000 273.94| | Mailbox Reset, Double | | | 0030 209A002 2.000 EACH| 452.94000 905.88| | Mailbox Reset, Multiple | | | 0040 210D001 2317.000 CUYD| 15.63000 36214.71| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 212A000 626.000 STA | 5.08000 3180.08| | Machine Grading Shoulders | | | 0060 305B060 150.000 TON | 40.06000 6009.00| | Crushed Aggregate, Section 825, 1" Down | | | 0070 405A000 14751.000 GAL | 1.07000 15783.57| | Tack Coat | | | 0080 408A051 88696.000 SQYD| 1.13000 100226.48| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0090 408A053 56771.000 SQYD| 1.43000 81182.53| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0100 410A002 1.000 EACH| 14348.11000 14348.11| | Profilograph | | | 0110 424A356 5168.000 TON | 42.63000 220311.84| | Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0120 424A357 500.000 TON | 60.00000 30000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/8" Maximum | | | Aggregate Size Mix, Esal Range C/D | | | 0130 424A358 300.000 TON | 64.02000 19206.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/8" Maximum | | | Aggregate Size Mix, Esal Range C/D | | | 0140 424A359 200.000 TON | 73.19000 14638.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030725025 COUNTIES : CHILTON LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B651 18947.000 TON | 33.10000 627145.70| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0160 424B655 500.000 TON | 64.24000 32120.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B659 500.000 TON | 43.28000 21640.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B662 500.000 TON | 54.06000 27030.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 600A000 LUMP| 157800.00000 157800.00| | Mobilization | | | 0200 651B000 10.000 TON | 31.22000 312.20| | Agricultural Limestone | | | 0210 651C000 4.000 TON | 288.16000 1152.64| | 8-8-8 Commercial Fertilizer | | | 0220 652A054 3.000 ACRE| 468.27000 1404.81| | Seeding (Mix 2A) | | | 0230 652A056 2.000 ACRE| 480.27000 960.54| | Seeding (Mix 2E) | | | 0240 656A000 5.000 ACRE| 432.25000 2161.25| | Mulching, Class A, Type 1 | | | 0250 665F000 500.000 EACH| 5.88000 2940.00| | Hay Bales | | | 0260 665J000 1000.000 LF | 3.36000 3360.00| | Silt Fence, Type A | | | 0270 701A028 13.000 MILE| 1306.85000 16989.05| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0280 701A041 4.000 MILE| 772.23000 3088.92| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0290 701A046 7.000 MILE| 772.23000 5405.61| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030725025 COUNTIES : CHILTON LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701A048 9.000 MILE| 1663.26000 14969.34| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0310 701B009 412.000 LF | 0.71000 292.52| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0320 701C000 22.000 MILE| 356.41000 7841.02| | Broken Temporary Traffic Stripe | | | 0330 701C001 18.000 MILE| 386.11000 6949.98| | Solid Temporary Traffic Stripe | | | 0340 703A002 2998.000 SQFT| 2.38000 7135.24| | Traffic Control Markings, Class 2, Type | | | A | | | 0350 703B002 587.000 SQFT| 2.38000 1397.06| | Traffic Control Legends, Class 2, Type | | | 0360 703D001 2998.000 SQFT| 1.19000 3567.62| | Temporary Traffic Control Markings | | | 0370 705A031 264.000 EACH| 5.35000 1412.40| | Pavement Markers, Class A-H, Type 1-A | | | 0380 705A032 231.000 EACH| 5.35000 1235.85| | Pavement Markers, Class A-H, Type 1-B | | | 0390 705A037 516.000 EACH| 5.35000 2760.60| | Pavement Markers, Class A-H, Type 2-D | | | 0400 730H001 1380.000 LF | 2.67000 3684.60| | Loop Wire | | | 0410 730I001 170.000 LF | 1.19000 202.30| | Loop Detector Lead-In-Cable | | | 0420 740B000 1626.000 SQFT| 8.85000 14390.10| | Construction Signs | | | 0430 740D000 275.000 EACH| 73.31000 20160.25| | Channelizing Drums | | | 0440 740O000 1.000 EACH| 8423.15000 8423.15| | Pilot Car | | | 0450 741C010 1.000 EACH| 909.99000 909.99| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,541,607.56| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,541,607.56| $ 436,780.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20030725026 COUNTIES : MONTGOMERY LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-0006 (503) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#6 (U.S.#82) from S.R.#53 (U.S.#231) to the Bullock County line. Length - 8.187 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 860,440.50 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 918,144.75 106.7064% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 949,980.00 110.4062% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030725026 COUNTIES : MONTGOMERY LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D021 3500.000 CUYD| 6.00000 21000.00| 10.25000 35875.00| 10.00000 35000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 8500.000 GAL | 0.60000 5100.00| 0.85000 7225.00| 1.00000 8500.00 Tack Coat | | | 0030 408A052 118275.000 SQYD| 0.66000 78061.50| 0.41000 48492.75| 0.70000 82792.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 10000.000 TON | 25.05000 250500.00| 31.18000 311800.00| 27.70000 277000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A367 1200.000 TON | 27.55000 33060.00| 29.00000 34800.00| 29.00000 34800.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B651 13500.000 TON | 24.60000 332100.00| 26.15000 353025.00| 26.05000 351675.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B655 50.000 TON | 70.00000 3500.00| 75.00000 3750.00| 150.00000 7500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 26500.00000 26500.00| 13000.00000 13000.00| 40000.00000 40000.00 Mobilization | | | 0090 652A056 16.000 ACRE| 365.00000 5840.00| 365.00000 5840.00| 365.00000 5840.00 Seeding (Mix 2E) | | | 0100 656A000 16.000 ACRE| 330.00000 5280.00| 330.00000 5280.00| 330.00000 5280.00 Mulching, Class A, Type 1 | | | 0110 665F000 150.000 EACH| 7.00000 1050.00| 7.00000 1050.00| 7.00000 1050.00 Hay Bales | | | 0120 665J000 2500.000 LF | 2.50000 6250.00| 2.50000 6250.00| 2.50000 6250.00 Silt Fence, Type A | | | 0130 701A028 17.000 MILE| 1350.00000 22950.00| 1350.00000 22950.00| 1350.00000 22950.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030725026 COUNTIES : MONTGOMERY LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A032 1.000 MILE| 1350.00000 1350.00| 1350.00000 1350.00| 1350.00000 1350.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A041 1.000 MILE| 890.00000 890.00| 890.00000 890.00| 890.00000 890.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A046 6.000 MILE| 890.00000 5340.00| 890.00000 5340.00| 890.00000 5340.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 10.000 MILE| 1575.00000 15750.00| 1575.00000 15750.00| 1575.00000 15750.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701C000 12.000 MILE| 390.00000 4680.00| 390.00000 4680.00| 390.00000 4680.00 Broken Temporary Traffic Stripe | | | 0190 701C001 52.000 MILE| 480.00000 24960.00| 480.00000 24960.00| 480.00000 24960.00 Solid Temporary Traffic Stripe | | | 0200 703A002 800.000 SQFT| 2.50000 2000.00| 2.50000 2000.00| 2.50000 2000.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703D001 800.000 SQFT| 1.30000 1040.00| 1.30000 1040.00| 1.30000 1040.00 Temporary Traffic Control Markings | | | 0220 705A030 105.000 EACH| 5.50000 577.50| 5.50000 577.50| 5.50000 577.50 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 25.000 EACH| 5.50000 137.50| 5.50000 137.50| 5.50000 137.50 Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 450.000 EACH| 5.50000 2475.00| 5.50000 2475.00| 5.50000 2475.00 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 600.000 EACH| 5.50000 3300.00| 5.50000 3300.00| 5.50000 3300.00 Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 50.000 EACH| 5.50000 275.00| 5.50000 275.00| 5.50000 275.00 Pavement Markers, Class A-H, Type 2-E | | | 0270 740B000 679.000 SQFT| 6.00000 4074.00| 8.00000 5432.00| 7.00000 4753.00 Construction Signs | | | 0280 740E000 150.000 EACH| 6.00000 900.00| 0.00000 0.00| 10.57000 1585.50 Cones (36 Inches High) | | | 0290 740M001 150.000 EACH| 0.00000 0.00| 0.00000 0.00| 6.86000 1029.00 Ballast For Cone | | | 0300 741C010 1.000 EACH| 1500.00000 1500.00| 600.00000 600.00| 1200.00000 1200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 860,440.50| $ 918,144.75| $ 949,980.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 860,440.50| $ 918,144.75| $ 949,980.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20030725028 COUNTIES : MOBILE LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-0017(507) for constructing the Resurfacing and Traffic Stripe on S.R.#17 (U.S.#45) from S.R.#42 (U.S.#98) to I-65 in Prichard. Length - 3.591 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 663,120.14 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 715,632.85 107.9190% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030725028 COUNTIES : MOBILE LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 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 404E001 3458.000 TON | 46.22000 159828.76| 53.50000 185003.00| Paver-Laid Surface Treatment, Plant Mix | | | Production, Type B Gradation | | | 0020 404F000 81375.000 SQYD| 3.07000 249821.25| 3.55000 288881.25| Paver-Laid Surface Treatment, Placement | | | 0030 405A000 596.000 GAL | 1.19000 709.24| 1.10000 655.60| Tack Coat | | | 0040 408A051 3000.000 SQYD| 1.01000 3030.00| 2.40000 7200.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 408A053 5960.000 SQYD| 2.16000 12873.60| 3.80000 22648.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0060 424A363 315.000 TON | 54.40000 17136.00| 53.40000 16821.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A366 50.000 TON | 53.46000 2673.00| 72.40000 3620.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B655 630.000 TON | 52.77000 33245.10| 50.30000 31689.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 50888.49000 50888.49| 24500.00000 24500.00| Mobilization | | | 0100 622A002 77.000 EACH| 527.32000 40603.64| 300.00000 23100.00| Manhole Covers Reset (Sanitary) | | | 0110 643B000 35.000 EACH| 300.52000 10518.20| 240.00000 8400.00| Valve Boxes Reset | | | 0120 650A000 200.000 CUYD| 13.65000 2730.00| 20.00000 4000.00| Topsoil | | | 0130 652A061 1.000 ACRE| 567.01000 567.01| 1300.00000 1300.00| Seeding (Mix 3E) | | | 0132 701A028 8.000 MILE| 1219.07000 9752.56| 1761.50000 14092.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030725028 COUNTIES : MOBILE LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 701A041 2.000 MILE| 856.19000 1712.38| 1148.20000 2296.40| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0136 701A046 4.000 MILE| 844.85000 3379.40| 1148.20000 4592.80| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0138 701A048 8.000 MILE| 1672.68000 13381.44| 2022.40000 16179.20| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0139 701B009 900.000 LF | 0.51000 459.00| 0.90000 810.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0140 701C000 6.000 MILE| 396.91000 2381.46| 456.70000 2740.20| Broken Temporary Traffic Stripe | | | 0150 701C001 16.000 MILE| 453.61000 7257.76| 548.00000 8768.00| Solid Temporary Traffic Stripe | | | 0160 701G121 492.000 LF | 6.41000 3153.72| 2.30000 1131.60| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701G125 492.000 LF | 7.37000 3626.04| 5.10000 2509.20| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G129 492.000 LF | 6.63000 3261.96| 2.30000 1131.60| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G133 492.000 LF | 7.71000 3793.32| 5.30000 2607.60| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H001 984.000 LF | 0.62000 610.08| 1.30000 1279.20| Solid Traffic Stripe Removed (Plastic) | | | 0210 701H006 984.000 LF | 0.51000 501.84| 1.30000 1279.20| Broken Traffic Stripe Removed (Plastic) | | | 0270 703A002 2792.000 SQFT| 1.76000 4913.92| 2.90000 8096.80| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703B002 715.000 SQFT| 2.38000 1701.70| 3.70000 2645.50| Traffic Control Legends, Class 2, Type | | | 0290 703D001 2792.000 SQFT| 1.02000 2847.84| 1.30000 3629.60| Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030725028 COUNTIES : MOBILE LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703E001 715.000 SQFT| 1.64000 1172.60| 1.30000 929.50| Temporary Traffic Control Legends | | | 0310 705A030 312.000 EACH| 5.95000 1856.40| 6.50000 2028.00| Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 44.000 EACH| 5.95000 261.80| 6.50000 286.00| Pavement Markers, Class A-H, Type 1-A | | | 0330 705A032 285.000 EACH| 5.95000 1695.75| 6.50000 1852.50| Pavement Markers, Class A-H, Type 1-B | | | 0340 705A037 193.000 EACH| 5.95000 1148.35| 6.50000 1254.50| Pavement Markers, Class A-H, Type 2-D | | | 0350 705A038 360.000 EACH| 5.95000 2142.00| 6.50000 2340.00| Pavement Markers, Class A-H, Type 2-E | | | 0360 740B000 741.000 SQFT| 6.05000 4483.05| 11.60000 8595.60| Construction Signs | | | 0370 740E000 200.000 EACH| 6.05000 1210.00| 12.90000 2580.00| Cones (36 Inches High) | | | 0380 740M001 200.000 EACH| 1.21000 242.00| 7.80000 1560.00| Ballast For Cone | | | 0390 741C010 2.000 EACH| 774.74000 1549.48| 1300.00000 2600.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 663,120.14| $ 715,632.85| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 663,120.14| $ 715,632.85| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20030725029 COUNTIES : LOWNDES LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-0021(505) for constructing the Resurfacing and Traffic Stripe on S.R.#21 from S.R.#97 in Hayneville to S.R.#8 (U.S.#80). Length - 7.341 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 839,034.10 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 960,617.75 114.4909% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,082,535.25 129.0216% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030725029 COUNTIES : LOWNDES LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D001 2900.000 CUYD| 5.75000 16675.00| 9.64000 27956.00| 10.00000 29000.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 401B113 103370.000 SQYD| 0.73000 75460.10| 0.74000 76493.80| 0.80000 82696.00 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0030 405A000 4500.000 GAL | 0.60000 2700.00| 0.85000 3825.00| 1.50000 6750.00 Tack Coat | | | 0040 408A052 105495.000 SQYD| 0.65000 68571.75| 0.95000 100220.25| 0.85000 89670.75 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 410C000 1.000 EACH| 1200.00000 1200.00| 0.00000 0.00| 3200.00000 3200.00 Contractor Retained Profilograph | | | 0060 424A361 9435.000 TON | 24.50000 231157.50| 29.49000 278238.15| 31.75000 299561.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A367 1000.000 TON | 26.05000 26050.00| 29.52000 29520.00| 32.65000 32650.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 12130.000 TON | 24.10000 292333.00| 26.72000 324113.60| 29.25000 354802.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 100.000 TON | 48.00000 4800.00| 68.83000 6883.00| 85.00000 8500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 22500.00000 22500.00| 16200.00000 16200.00| 75000.00000 75000.00 Mobilization | | | 0110 652A056 15.000 ACRE| 360.00000 5400.00| 360.00000 5400.00| 360.00000 5400.00 Seeding (Mix 2E) | | | 0120 656A000 15.000 ACRE| 330.00000 4950.00| 330.00000 4950.00| 330.00000 4950.00 Mulching, Class A, Type 1 | | | 0130 665F000 300.000 EACH| 7.00000 2100.00| 7.00000 2100.00| 7.00000 2100.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030725029 COUNTIES : LOWNDES LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 3000.000 LF | 2.50000 7500.00| 2.50000 7500.00| 2.50000 7500.00 Silt Fence, Type A | | | 0142 701A028 15.000 MILE| 1375.00000 20625.00| 1375.00000 20625.00| 1375.00000 20625.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0144 701A046 6.000 MILE| 930.00000 5580.00| 930.00000 5580.00| 930.00000 5580.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0146 701A048 10.000 MILE| 1550.00000 15500.00| 1550.00000 15500.00| 1550.00000 15500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0148 701B009 200.000 LF | 0.75000 150.00| 0.75000 150.00| 0.75000 150.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 12.000 MILE| 390.00000 4680.00| 390.00000 4680.00| 390.00000 4680.00 Broken Temporary Traffic Stripe | | | 0160 701C001 40.000 MILE| 480.00000 19200.00| 480.00000 19200.00| 480.00000 19200.00 Solid Temporary Traffic Stripe | | | 0210 703A002 410.000 SQFT| 2.25000 922.50| 2.25000 922.50| 2.25000 922.50 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 25.000 SQFT| 3.25000 81.25| 3.25000 81.25| 3.25000 81.25 Traffic Control Legends, Class 2, Type | | | 0230 703D001 820.000 SQFT| 1.30000 1066.00| 1.30000 1066.00| 1.30000 1066.00 Temporary Traffic Control Markings | | | 0240 705A032 370.000 EACH| 5.50000 2035.00| 5.50000 2035.00| 5.50000 2035.00 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 634.000 EACH| 5.50000 3487.00| 5.50000 3487.00| 5.50000 3487.00 Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 512.000 SQFT| 5.00000 2560.00| 7.60000 3891.20| 7.00000 3584.00 Construction Signs | | | 0270 740E000 150.000 EACH| 5.00000 750.00| 0.00000 0.00| 11.50000 1725.00 Cones (36 Inches High) | | | 0280 740M001 150.000 EACH| 0.00000 0.00| 0.00000 0.00| 7.46000 1119.00 Ballast For Cone | | | 0290 741C010 1.000 EACH| 1000.00000 1000.00| 0.00000 0.00| 1000.00000 1000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 839,034.10| $ 960,617.75| $ 1,082,535.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 839,034.10| $ 960,617.75| $ 1,082,535.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20030725030 COUNTIES : BLOUNT LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 350 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-0075(500) for constructing the Bridge Replacement and Approaches on S.R.#75 at Whippoorwill Creek in Snead. Length 0.568 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,033,544.05 100.0000% 2 13099 MCINNIS, LLC $ 2,325,269.14 114.3456% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030725030 COUNTIES : BLOUNT LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13099 |( ) |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 136000.00000 136000.00| 81000.00000 81000.00| Clearing & Grubbing (Approximately 7 | | | Acres) | | | 0020 206A000 LUMP| 80000.00000 80000.00| 65000.00000 65000.00| Removal Of Old Bridge, Station 34+61.66 | | | 0030 206D000 125.000 LF | 2.00000 250.00| 6.00000 750.00| Removing Pipe | | | 0040 206D001 480.000 LF | 1.20000 576.00| 1.50000 720.00| Removing Guardrail | | | 0050 206E014 2.000 EACH| 385.00000 770.00| 400.00000 800.00| Removing Guardrail End Anchor (Type 2A) | | | 0060 206E019 4.000 EACH| 87.50000 350.00| 100.00000 400.00| Removing Guardrail End Anchor (Type 10) | | | 0070 206E050 2.000 EACH| 75.00000 150.00| 300.00000 600.00| Removing Slope Paved Headwall | | | 0080 210A000 9737.000 CUYD| 5.25000 51119.25| 6.23000 60661.51| Unclassified Excavation | | | 0090 210D000 6321.000 CUYD| 6.25000 39506.25| 6.50000 41086.50| Borrow Excavation | | | 0100 214A000 120.000 CUYD| 10.00000 1200.00| 6.00000 720.00| Structure Excavation | | | 0110 214B001 37.000 CUYD| 25.00000 925.00| 28.00000 1036.00| Foundation Backfill, Commercial | | | 0120 230A000 14.000 RBST| 303.00000 4242.00| 303.00000 4242.00| Roadbed Processing | | | 0130 301A012 6334.000 SQYD| 4.60000 29136.40| 4.60000 29136.40| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0140 401A000 6297.000 SQYD| 1.00000 6297.00| 1.00000 6297.00| Bituminous Treatment A | | | 0150 401B108 2418.000 SQYD| 4.50000 10881.00| 4.50000 10881.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0160 405A000 953.000 GAL | 2.00000 1906.00| 2.00000 1906.00| Tack Coat | | | 0170 424A360 403.000 TON | 40.93000 16494.79| 40.93000 16494.79| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030725030 COUNTIES : BLOUNT LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13099 |( ) |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A366 2388.000 TON | 40.93000 97740.84| 40.93000 97740.84| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B651 1346.000 TON | 30.60000 41187.60| 30.60000 41187.60| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0200 424B681 1603.000 TON | 30.60000 49051.80| 30.60000 49051.80| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424C361 2225.000 TON | 31.42000 69909.50| 31.42000 69909.50| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 450B000 143.000 SQYD| 65.00000 9295.00| 85.00000 12155.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0230 502A000 102118.000 LB | 0.50000 51059.00| 0.65000 66376.70| Steel Reinforcement | | | 0240 502B000 LUMP| 50000.00000 50000.00| 59000.00000 59000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta.34+00, Approx. 83, | | | 760 LBS. | | | 0250 506A008 116.000 LF | 320.00000 37120.00| 400.00000 46400.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0260 506B002 147.000 LF | 640.00000 94080.00| 730.00000 107310.00| Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0270 506C041 147.000 LF | 42.50000 6247.50| 60.00000 8820.00| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0280 506C042 116.000 LF | 42.50000 4930.00| 60.00000 6960.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0290 506G001 6.000 EACH| 1100.00000 6600.00| 1650.00000 9900.00| Crosshole Sonic Logging, 3'-6" Diameter | | | 0300 508A000 8211.000 LB | 3.00000 24633.00| 5.25000 43107.75| Structural Steel | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030725030 COUNTIES : BLOUNT LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13099 |( ) |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 510A000 285.000 CUYD| 300.00000 85500.00| 500.00000 142500.00| Bridge Substructure Concrete, Class A | | | 0320 510C051 LUMP| 200000.00000 200000.00| 241000.00000 241000.00| Bridge Concrete Superstructure, Sta. | | | 34+00, Approx. 326 Cu. Yds. | | | 0330 510E000 1058.000 SQYD| 3.50000 3703.00| 4.25000 4496.50| Grooving Concrete Bridge Decks | | | 0340 511A001 36.000 EACH| 300.00000 10800.00| 200.00000 7200.00| Elastomeric Bearings, Type 2 | | | 0350 513B005 1402.000 LF | 130.00000 182260.00| 125.00000 175250.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0360 530A001 32.000 LF | 20.00000 640.00| 19.00000 608.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0370 530A002 72.000 LF | 25.94000 1867.68| 26.00000 1872.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0380 530A101 16.000 LF | 25.00000 400.00| 27.00000 432.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0390 535A001 56.000 LF | 20.00000 1120.00| 19.00000 1064.00| 18" Side Drain Pipe | | | 0400 600A000 LUMP| 242555.79000 242555.79| 344500.00000 344500.00| Mobilization | | | 0410 602A000 6.000 EACH| 80.00000 480.00| 310.00000 1860.00| Right Of Way Markers | | | 0420 610C001 2907.000 TON | 20.00000 58140.00| 23.75000 69041.25| Loose Riprap, Class 2 | | | 0430 610D000 2872.000 SQYD| 1.50000 4308.00| 2.00000 5744.00| Filter Blanket | | | 0440 614A000 84.000 CUYD| 300.00000 25200.00| 350.00000 29400.00| Slope Paving | | | 0450 619A002 2.000 EACH| 500.00000 1000.00| 535.00000 1070.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0460 619A003 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0470 619A101 6.000 EACH| 500.00000 3000.00| 600.00000 3600.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0480 620A000 1.000 CUYD| 1500.00000 1500.00| 1000.00000 1000.00| Minor Structure Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 030 -5 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030725030 COUNTIES : BLOUNT LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13099 |( ) |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 621A000 3.000 EACH| 3000.00000 9000.00| 1500.00000 4500.00| Junction Boxes, Type 1, 1P Or 5 | | | 0500 621B000 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| Junction Box Units, Type 1, 1P Or 5 | | | 0510 630A001 600.000 LF | 10.50000 6300.00| 11.25000 6750.00| Steel Beam Guardrail, Class A, Type 2 | | | 0520 630C003 4.000 EACH| 985.00000 3940.00| 1025.00000 4100.00| Guardrail End Anchor, Type 13 | | | 0530 630C070 4.000 EACH| 1025.00000 4100.00| 1125.00000 4500.00| Guardrail End Anchor, Type 10 Series | | | 0540 641A001 20.000 LF | 3.00000 60.00| 16.00000 320.00| 3/4 Inch Copper Water Pipe Laid (Type K | | | 0550 641A049 1040.000 LF | 16.00000 16640.00| 18.00000 18720.00| 6 Inch P.V.C. Water Main Laid | | | 0560 641A080 270.000 LF | 137.50000 37125.00| 120.00000 32400.00| 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 0570 643A000 2.000 EACH| 350.00000 700.00| 500.00000 1000.00| Water Meters Reset | | | 0580 650B000 1955.000 CUYD| 3.00000 5865.00| 6.50000 12707.50| Topsoil From Stockpiles | | | 0590 652A050 4.000 ACRE| 600.00000 2400.00| 660.00000 2640.00| Seeding (Mix 1A) | | | 0600 652A053 1.000 ACRE| 600.00000 600.00| 660.00000 660.00| Seeding (Mix 1E) | | | 0610 652C000 8.000 ACRE| 50.00000 400.00| 50.00000 400.00| Mowing | | | 0620 654A000 556.000 SQYD| 4.50000 2502.00| 5.00000 2780.00| Solid Sodding | | | 0630 656A000 4.000 ACRE| 400.00000 1600.00| 440.00000 1760.00| Mulching, Class A, Type 1 | | | 0640 656A001 1.000 ACRE| 500.00000 500.00| 550.00000 550.00| Mulching, Class A, Type 2 | | | 0650 659A001 4818.000 SQYD| 1.75000 8431.50| 2.25000 10840.50| Erosion Control Netting, Class B | | | 0660 665A001 4.000 ACRE| 400.00000 1600.00| 440.00000 1760.00| Temporary Seeding | | | 0670 665B000 4.000 ACRE| 400.00000 1600.00| 440.00000 1760.00| Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 030 -6 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030725030 COUNTIES : BLOUNT LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13099 |( ) |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 665F000 120.000 EACH| 5.00000 600.00| 5.00000 600.00| Hay Bales | | | 0690 665G000 100.000 EACH| 2.50000 250.00| 3.00000 300.00| Sand Bags | | | 0700 665I000 554.000 TON | 25.00000 13850.00| 23.75000 13157.50| Temporary Riprap, Class 2 | | | 0710 665J000 1505.000 LF | 4.75000 7148.75| 2.50000 3762.50| Silt Fence, Type A | | | 0720 665K000 32.000 CUYD| 2.00000 64.00| 10.00000 320.00| Drainage Sump Excavation | | | 0730 665L000 450.000 LF | 20.00000 9000.00| 40.00000 18000.00| Floating Basin Boom | | | 0740 680A000 LUMP| 54000.00000 54000.00| 109000.00000 109000.00| Engineering Controls | | | 0742 701A028 2.000 MILE| 2000.00000 4000.00| 2100.00000 4200.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0744 701A048 2.000 MILE| 2500.00000 5000.00| 2700.00000 5400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0750 701C001 5.000 MILE| 750.00000 3750.00| 800.00000 4000.00| Solid Temporary Traffic Stripe | | | 0760 701D007 5.000 MILE| 750.00000 3750.00| 800.00000 4000.00| Solid Traffic Stripe Removed (Paint) | | | 0770 701E006 1560.000 LF | 1.50000 2340.00| 2.00000 3120.00| Solid Temporary Traffic | | | Stripe(Removable Tape) | | | 0780 701G125 480.000 LF | 4.45000 2136.00| 5.25000 2520.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0790 701G133 480.000 LF | 4.58000 2198.40| 5.40000 2592.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0800 701H002 1560.000 LF | 0.60000 936.00| 1.00000 1560.00| Solid Traffic Stripe Removed (Tape) | | | 0830 705A011 360.000 EACH| 5.25000 1890.00| 6.00000 2160.00| Pavement Markers, Class C, Type 1-A | | | 0840 705A023 140.000 EACH| 5.25000 735.00| 6.00000 840.00| Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 030 -7 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030725030 COUNTIES : BLOUNT LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13099 |( ) |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 705A037 36.000 EACH| 10.00000 360.00| 11.00000 396.00| Pavement Markers, Class A-H, Type 2-D | | | 0860 707G001 40.000 EACH| 20.00000 800.00| 10.00000 400.00| Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 0870 726B000 1600.000 LF | 35.00000 56000.00| 30.00000 48000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 0880 740B000 418.000 SQFT| 10.00000 4180.00| 10.00000 4180.00| Construction Signs | | | 0890 740D000 50.000 EACH| 74.00000 3700.00| 65.00000 3250.00| Channelizing Drums | | | 0900 740E000 25.000 EACH| 10.00000 250.00| 11.00000 275.00| Cones (36 Inches High) | | | 0910 740F002 4.000 EACH| 200.00000 800.00| 200.00000 800.00| Barricades, Type III | | | 0920 740I005 2.000 EACH| 585.00000 1170.00| 250.00000 500.00| Warning Lights, Type B (Detachable Head | | | 0930 740L005 59.000 EACH| 60.00000 3540.00| 150.00000 8850.00| Vertical Panel, Type I (Double-Sided) | | | 0940 740M001 25.000 EACH| 8.00000 200.00| 10.00000 250.00| Ballast For Cone | | | 0950 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,033,544.05| $ 2,325,269.14| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,033,544.05| $ 2,325,269.14| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20030725031 COUNTIES : GENEVA LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0087(504) for constructing the Resurfacing and Traffic Stripe on S.R.#87 from S.R.#52 to the northern city limits of Samson. Length - 1.051 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 195,554.03 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 196,652.27 100.5616% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030725031 COUNTIES : GENEVA LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D021 220.000 CUYD| 7.50000 1650.00| 13.00000 2860.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 212A000 60.000 STA | 65.00000 3900.00| 70.00000 4200.00| Machine Grading Shoulders | | | 0030 401B108 20901.000 SQYD| 0.98000 20482.98| 0.82000 17138.82| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 58.000 GAL | 5.00000 290.00| 8.00000 464.00| Tack Coat | | | 0050 424A341 1884.000 TON | 44.25000 83367.00| 46.50000 87606.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A346 250.000 TON | 47.50000 11875.00| 50.00000 12500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 600A000 LUMP| 18500.00000 18500.00| 17725.00000 17725.00| Mobilization | | | 0080 622A000 6.000 EACH| 350.00000 2100.00| 400.00000 2400.00| Manhole Covers Reset | | | 0090 643B000 4.000 EACH| 125.00000 500.00| 150.00000 600.00| Valve Boxes Reset | | | 0100 651B000 4.000 TON | 30.00000 120.00| 40.00000 160.00| Agricultural Limestone | | | 0110 652A061 2.000 ACRE| 430.00000 860.00| 400.00000 800.00| Seeding (Mix 3E) | | | 0120 656A000 2.000 ACRE| 430.00000 860.00| 380.00000 760.00| Mulching, Class A, Type 1 | | | 0130 665F000 50.000 EACH| 5.50000 275.00| 8.50000 425.00| Hay Bales | | | 0140 665J000 500.000 LF | 3.22000 1610.00| 3.10000 1550.00| Silt Fence, Type A | | | 0150 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| Engineering Controls | | | 0160 701A028 3.000 MILE| 1350.00000 4050.00| 1350.00000 4050.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030725031 COUNTIES : GENEVA LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 701A046 2.000 MILE| 950.00000 1900.00| 950.00000 1900.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 3.000 MILE| 1575.00000 4725.00| 1575.00000 4725.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 910.000 LF | 0.75000 682.50| 0.75000 682.50| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 4.000 MILE| 390.00000 1560.00| 390.00000 1560.00| Broken Temporary Traffic Stripe | | | 0210 701C001 12.000 MILE| 480.00000 5760.00| 480.00000 5760.00| Solid Temporary Traffic Stripe | | | 0220 701D007 1.000 MILE| 1700.00000 1700.00| 1700.00000 1700.00| Solid Traffic Stripe Removed (Paint) | | | 0230 701D008 1.000 MILE| 1700.00000 1700.00| 1700.00000 1700.00| Solid Traffic Stripe Removed (Plastic) | | | 0240 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0250 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0260 703A002 2200.000 SQFT| 2.25000 4950.00| 2.25000 4950.00| Traffic Control Markings, Class 2, Type | | | A | | | 0270 703B002 702.000 SQFT| 3.25000 2281.50| 3.25000 2281.50| Traffic Control Legends, Class 2, Type | | | 0280 703D001 1911.000 SQFT| 1.30000 2484.30| 1.30000 2484.30| Temporary Traffic Control Markings | | | 0290 703E001 410.000 SQFT| 1.30000 533.00| 1.30000 533.00| Temporary Traffic Control Legends | | | 0300 705A030 28.000 EACH| 5.25000 147.00| 5.25000 147.00| Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 30.000 EACH| 5.25000 157.50| 5.25000 157.50| Pavement Markers, Class A-H, Type 1-A | | | 0320 705A032 134.000 EACH| 5.25000 703.50| 5.25000 703.50| Pavement Markers, Class A-H, Type 1-B | | | 0330 705A037 612.000 EACH| 5.25000 3213.00| 5.25000 3213.00| Pavement Markers, Class A-H, Type 2-D | | | 0340 705A038 67.000 EACH| 5.25000 351.75| 5.25000 351.75| Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030725031 COUNTIES : GENEVA LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 740B000 752.000 SQFT| 7.50000 5640.00| 7.20000 5414.40| Construction Signs | | | 0360 740E000 75.000 EACH| 10.00000 750.00| 1.00000 75.00| Cones (36 Inches High) | | | 0370 740M001 75.000 EACH| 5.00000 375.00| 1.00000 75.00| Ballast For Cone | | | 0380 740O000 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 195,554.03| $ 196,652.27| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 195,554.03| $ 196,652.27| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20030725032 COUNTIES : ELMORE AUTAUGA LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : STPOA-0111(500) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#111 from U.S.#231 in Wetumpka to S.R.#143. Length 16.944 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 1,269,253.44 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,387,108.74 109.2854% 3 01087 APAC-SOUTHEAST, INC. $ 1,403,195.73 110.5528% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030725032 COUNTIES : ELMORE AUTAUGA LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 5050.000 CUYD| 6.15000 31057.50| 9.00000 45450.00| 7.40000 37370.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 401B100 244050.000 SQYD| 0.66000 161073.00| 0.64000 156192.00| 0.67000 163513.50 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 9875.000 GAL | 0.60000 5925.00| 0.50000 4937.50| 0.86000 8492.50 Tack Coat | | | 0040 408A052 47670.000 SQYD| 0.90000 42903.00| 1.23000 58634.10| 1.32000 62924.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 7160.000 TON | 26.30000 188308.00| 29.05000 207998.00| 35.63000 255110.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A362 20145.000 TON | 25.30000 509668.50| 27.70000 558016.50| 27.73000 558620.85 Superpave Bituminous Concrete Wearing | | | Surface Layer,1" Maximum Aggregate SIze | | | Mix, ESAL Range C/D | | | 0070 424A367 2500.000 TON | 31.30000 78250.00| 31.50000 78750.00| 29.51000 73775.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B655 50.000 TON | 85.00000 4250.00| 150.00000 7500.00| 70.00000 3500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428D000 177408.000 LF | 0.08000 14192.64| 0.08000 14192.64| 0.11000 19514.88 Scoring Bituminous Pavement Surface | | | Edge By Cutting(10 Inch Wide) | | | 0100 600A000 LUMP| 37800.00000 37800.00| 55000.00000 55000.00| 23550.00000 23550.00 Mobilization | | | 0110 622A002 14.000 EACH| 250.00000 3500.00| 250.00000 3500.00| 250.00000 3500.00 Manhole Covers Reset (Sanitary) | | | 0120 643B000 30.000 EACH| 100.00000 3000.00| 200.00000 6000.00| 150.00000 4500.00 Valve Boxes Reset | | | 0130 652A054 21.000 ACRE| 360.00000 7560.00| 360.00000 7560.00| 360.00000 7560.00 Seeding (Mix 2A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030725032 COUNTIES : ELMORE AUTAUGA LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 656A000 21.000 ACRE| 335.00000 7035.00| 335.00000 7035.00| 335.00000 7035.00 Mulching, Class A, Type 1 | | | 0150 665F000 350.000 EACH| 6.00000 2100.00| 6.00000 2100.00| 6.00000 2100.00 Hay Bales | | | 0160 665J000 3000.000 LF | 2.40000 7200.00| 2.40000 7200.00| 2.40000 7200.00 Silt Fence, Type A | | | 0170 701A028 35.000 MILE| 1350.00000 47250.00| 1350.00000 47250.00| 1350.00000 47250.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 1.000 MILE| 950.00000 950.00| 950.00000 950.00| 950.00000 950.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A046 8.000 MILE| 950.00000 7600.00| 950.00000 7600.00| 950.00000 7600.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 23.000 MILE| 1575.00000 36225.00| 1575.00000 36225.00| 1575.00000 36225.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 2270.000 LF | 0.75000 1702.50| 0.75000 1702.50| 0.75000 1702.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 9.000 MILE| 390.00000 3510.00| 390.00000 3510.00| 390.00000 3510.00 Broken Temporary Traffic Stripe | | | 0230 701C001 23.000 MILE| 480.00000 11040.00| 480.00000 11040.00| 480.00000 11040.00 Solid Temporary Traffic Stripe | | | 0240 701G125 3040.000 LF | 3.54000 10761.60| 3.54000 10761.60| 3.54000 10761.60 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701G133 3040.000 LF | 3.68000 11187.20| 3.68000 11187.20| 3.68000 11187.20 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701H001 6080.000 LF | 0.40000 2432.00| 0.40000 2432.00| 0.40000 2432.00 Solid Traffic Stripe Removed (Plastic) | | | 0270 703A002 2610.000 SQFT| 2.25000 5872.50| 2.25000 5872.50| 2.25000 5872.50 Traffic Control Markings, Class 2, Type | | | A | | | 0280 703B002 320.000 SQFT| 3.25000 1040.00| 3.25000 1040.00| 3.25000 1040.00 Traffic Control Legends, Class 2, Type | | | 0290 703D001 2610.000 SQFT| 1.30000 3393.00| 1.30000 3393.00| 1.30000 3393.00 Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030725032 COUNTIES : ELMORE AUTAUGA LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A031 65.000 EACH| 5.50000 357.50| 5.50000 357.50| 5.50000 357.50 Pavement Markers, Class A-H, Type 1-A | | | 0310 705A032 520.000 EACH| 5.50000 2860.00| 5.50000 2860.00| 5.50000 2860.00 Pavement Markers, Class A-H, Type 1-B | | | 0320 705A037 1865.000 EACH| 5.50000 10257.50| 5.50000 10257.50| 5.50000 10257.50 Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 1132.000 SQFT| 6.00000 6792.00| 6.85000 7754.20| 7.50000 8490.00 Construction Signs | | | 0340 740E000 150.000 EACH| 8.00000 1200.00| 7.00000 1050.00| 0.00000 0.00 Cones (36 Inches High) | | | 0350 740M001 150.000 EACH| 0.00000 0.00| 4.00000 600.00| 0.00000 0.00 Ballast For Cone | | | 0360 741C010 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| 0.00000 0.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,269,253.44| $ 1,387,108.74| $ 1,403,195.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,269,253.44| $ 1,387,108.74| $ 1,403,195.73 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20030725035 COUNTIES : BUTLER LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0701(200) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#45 from S.R.#106 east of Georgiana to C.R.#51. Length 4.601 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 432,026.90 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 442,301.16 102.3782% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 472,008.00 109.2543% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030725035 COUNTIES : BUTLER LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02032 |( 3 ) 23024 |APAC-SOUTHEAST, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 5700.000 CUYD| 5.50000 31350.00| 6.50000 37050.00| 4.00000 22800.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 405A000 4000.000 GAL | 1.50000 6000.00| 1.25000 5000.00| 1.50000 6000.00 Tack Coat | | | 0030 429A201 4675.000 TON | 39.00000 182325.00| 38.66000 180735.50| 38.95000 182091.25 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 2120.000 TON | 39.20000 83104.00| 42.80000 90736.00| 42.35000 89782.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429C211 2000.000 TON | 39.20000 78400.00| 37.79000 75580.00| 38.25000 76500.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 600A000 LUMP| 13000.00000 13000.00| 7500.00000 7500.00| 55000.00000 55000.00 Mobilization | | | 0070 652A061 11.000 ACRE| 370.00000 4070.00| 475.00000 5225.00| 465.00000 5115.00 Seeding (Mix 3E) | | | 0080 656A000 11.000 ACRE| 340.00000 3740.00| 475.00000 5225.00| 435.00000 4785.00 Mulching, Class A, Type 1 | | | 0090 665F000 180.000 EACH| 8.00000 1440.00| 7.00000 1260.00| 5.00000 900.00 Hay Bales | | | 0100 665J000 1200.000 LF | 2.95000 3540.00| 4.25000 5100.00| 2.50000 3000.00 Silt Fence, Type A | | | 0110 701A030 9.000 MILE| 600.00000 5400.00| 660.00000 5940.00| 600.00000 5400.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0120 701A034 6.000 MILE| 600.00000 3600.00| 660.00000 3960.00| 600.00000 3600.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A044 3.000 MILE| 290.00000 870.00| 319.00000 957.00| 290.00000 870.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0140 701C000 7.000 MILE| 390.00000 2730.00| 429.00000 3003.00| 390.00000 2730.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030725035 COUNTIES : BUTLER LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02032 |( 3 ) 23024 |APAC-SOUTHEAST, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C001 15.000 MILE| 450.00000 6750.00| 495.00000 7425.00| 450.00000 6750.00 Solid Temporary Traffic Stripe | | | 0160 703A004 170.000 SQFT| 5.00000 850.00| 5.50000 935.00| 5.00000 850.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0170 705A032 123.000 EACH| 5.25000 645.75| 5.78000 710.94| 5.25000 645.75 Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 424.000 EACH| 5.25000 2226.00| 5.78000 2450.72| 5.25000 2226.00 Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 209.000 SQFT| 7.35000 1536.15| 12.00000 2508.00| 7.00000 1463.00 Construction Signs | | | 0200 740O000 1.000 EACH| 450.00000 450.00| 1000.00000 1000.00| 1500.00000 1500.00 Pilot Car | | | SECTION TOTALS | $ 432,026.90| $ 442,301.16| $ 472,008.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 432,026.90| $ 442,301.16| $ 472,008.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20030725037 COUNTIES : JEFFERSON LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-0004(502) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#4 (U.S.#78) from 2nd Avenue South to 5th Avenue South in Birmingham. Length - 2.557 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 747,312.07 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 761,320.50 101.8745% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 884,798.66 118.3975% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030725037 COUNTIES : JEFFERSON LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B113 111066.000 SQYD| 0.67000 74414.22| 0.76000 84410.16| 0.65280 72503.88 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0020 405A000 3797.000 GAL | 1.13000 4290.61| 0.92000 3493.24| 1.20000 4556.40 Tack Coat | | | 0030 408A052 126534.000 SQYD| 0.61000 77185.74| 0.87000 110084.58| 0.92000 116411.28 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 10358.000 TON | 29.67000 307321.86| 36.41000 377134.78| 38.84000 402304.72 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A367 500.000 TON | 39.24000 19620.00| 39.19000 19595.00| 42.18000 21090.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A370 83.000 TON | 44.06000 3656.98| 38.61000 3204.63| 39.84000 3306.72 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B656 500.000 TON | 69.94000 34970.00| 46.71000 23355.00| 65.00000 32500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 115927.90000 115927.90| 18788.90000 18788.90| 106500.00000 106500.00 Mobilization | | | 0090 665F000 50.000 EACH| 11.27000 563.50| 1.23000 61.50| 2.00000 100.00 Hay Bales | | | 0100 665J000 150.000 LF | 4.31000 646.50| 1.23000 184.50| 3.00000 450.00 Silt Fence, Type A | | | 0101 701A028 1.000 MILE| 1442.00000 1442.00| 1635.50000 1635.50| 1400.00000 1400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0102 701A032 3.000 MILE| 1442.00000 4326.00| 1635.49000 4906.47| 1400.00000 4200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0104 701A041 9.000 MILE| 978.50000 8806.50| 1109.80000 9988.20| 950.00000 8550.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030725037 COUNTIES : JEFFERSON LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 701A046 1.000 MILE| 978.50000 978.50| 1109.80000 1109.80| 950.00000 950.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0108 701B009 1553.000 LF | 0.74000 1149.22| 0.84000 1304.52| 0.72000 1118.16 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0110 701C000 19.000 MILE| 453.20000 8610.80| 514.01000 9766.19| 440.00000 8360.00 Broken Temporary Traffic Stripe | | | 0120 701C001 5.000 MILE| 535.60000 2678.00| 607.47000 3037.35| 520.00000 2600.00 Solid Temporary Traffic Stripe | | | 0180 703A000 187.000 SQFT| 1.55000 289.85| 1.76000 329.12| 1.50000 280.50 Traffic Control Markings, Class 1, Type | | | A | | | 0190 703A002 10855.000 SQFT| 2.58000 28005.90| 2.93000 31805.15| 2.50000 27137.50 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 471.000 SQFT| 3.61000 1700.31| 4.09000 1926.39| 3.50000 1648.50 Traffic Control Legends, Class 2, Type | | | 0210 703D001 9420.000 SQFT| 1.34000 12622.80| 1.53000 14412.60| 1.30000 12246.00 Temporary Traffic Control Markings | | | 0220 705A030 397.000 EACH| 5.67000 2250.99| 6.43000 2552.71| 5.50000 2183.50 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 227.000 EACH| 5.67000 1287.09| 6.43000 1459.61| 5.50000 1248.50 Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 17.000 EACH| 5.67000 96.39| 6.43000 109.31| 5.50000 93.50 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 126.000 EACH| 5.67000 714.42| 6.43000 810.18| 5.50000 693.00 Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 30.000 EACH| 5.67000 170.10| 6.43000 192.90| 5.50000 165.00 Pavement Markers, Class A-H, Type 2-E | | | 0270 730H001 3507.000 LF | 3.09000 10836.63| 2.62000 9188.34| 3.50000 12274.50 Loop Wire | | | 0280 730I001 375.000 LF | 2.06000 772.50| 1.17000 438.75| 10.00000 3750.00 Loop Detector Lead-In-Cable | | | 0290 740B000 948.000 SQFT| 7.57000 7176.36| 8.92000 8456.16| 10.00000 9480.00 Construction Signs | | | 0300 740C000 64.000 SQFT| 7.57000 484.48| 9.84000 629.76| 11.00000 704.00 Special Construction Signs | | | 0310 740D000 131.000 EACH| 57.68000 7556.08| 61.49000 8055.19| 65.00000 8515.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030725037 COUNTIES : JEFFERSON LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740E000 403.000 EACH| 12.36000 4981.08| 17.22000 6939.66| 17.50000 7052.50 Cones (36 Inches High) | | | 0330 740M001 403.000 EACH| 0.12000 48.36| 3.69000 1487.07| 8.50000 3425.50 Ballast For Cone | | | 0340 741C010 2.000 EACH| 865.20000 1730.40| 233.64000 467.28| 3500.00000 7000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 747,312.07| $ 761,320.50| $ 884,798.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 747,312.07| $ 761,320.50| $ 884,798.66 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20030725038 COUNTIES : CHILTON LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1100(208) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#83 over Goose Pond Creek west of Clanton. Length - 0.007 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 118,768.15 100.0000% 2 05030 ECON, INC. $ 121,348.50 102.1726% 3 08017 H & L CONSTRUCTION, INC. $ 134,771.50 113.4744% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030725038 COUNTIES : CHILTON LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 05030 |( 3 ) 08017 |WARE CONSTRUCTION CO., INC. |ECON, INC. |H & L CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 0+97.10 | | | 0020 214A000 515.000 CUYD| 6.50000 3347.50| 6.00000 3090.00| 2.50000 1287.50 Structure Excavation | | | 0030 214B001 125.000 CUYD| 18.25000 2281.25| 17.50000 2187.50| 40.00000 5000.00 Foundation Backfill, Commercial | | | 0040 502A000 30000.000 LB | 0.49000 14700.00| 0.44000 13200.00| 0.75000 22500.00 Steel Reinforcement | | | 0050 524A011 175.000 CUYD| 300.00000 52500.00| 245.00000 42875.00| 354.00000 61950.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 6500.00000 6500.00| 23000.00000 23000.00| 5000.00000 5000.00 Mobilization | | | 0070 610C001 108.000 TON | 19.00000 2052.00| 22.50000 2430.00| 26.50000 2862.00 Loose Riprap, Class 2 | | | 0080 610D000 116.000 SQYD| 2.40000 278.40| 2.00000 232.00| 3.50000 406.00 Filter Blanket | | | 0090 629A004 123.000 LF | 135.00000 16605.00| 67.00000 8241.00| 135.00000 16605.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0100 630C003 4.000 EACH| 1100.00000 4400.00| 1485.00000 5940.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0110 630C050 4.000 EACH| 1150.00000 4600.00| 2200.00000 8800.00| 1150.00000 4600.00 Guardrail End Anchor, Type 20 Series | | | 0120 665F000 80.000 EACH| 4.00000 320.00| 4.00000 320.00| 5.00000 400.00 Hay Bales | | | 0130 665J000 300.000 LF | 4.00000 1200.00| 2.00000 600.00| 4.50000 1350.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 1500.00000 1500.00| 4500.00000 4500.00| 745.00000 745.00 Engineering Controls | | | 0150 740B000 102.000 SQFT| 12.00000 1224.00| 8.00000 816.00| 8.00000 816.00 Construction Signs | | | 0160 740F002 8.000 EACH| 245.00000 1960.00| 165.00000 1320.00| 175.00000 1400.00 Barricades, Type III | | | 0170 740I005 2.000 EACH| 150.00000 300.00| 148.50000 297.00| 225.00000 450.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 118,768.15| $ 121,348.50| $ 134,771.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 118,768.15| $ 121,348.50| $ 134,771.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20030725039 COUNTIES : CHILTON LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1120 (201) for constructing the Resurfacing and Traffic Stripe on C.R.#50 from C.R.#42 to S.R.#191 at Pleasant Grove. Length - 2.600 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 318,761.90 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030725039 COUNTIES : CHILTON LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D021 700.000 CUYD| 20.30000 14210.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 212A000 275.000 STA | 6.90000 1897.50| | Machine Grading Shoulders | | | 0030 405A000 2050.000 GAL | 1.00000 2050.00| | Tack Coat | | | 0040 429A220 2150.000 TON | 39.70000 85355.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429B221 3850.000 TON | 33.00000 127050.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0060 429C225 400.000 TON | 64.40000 25760.00| | Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429C226 400.000 TON | 52.25000 20900.00| | Improved Bituminous Concrete Base Layer | | | Leveling, 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0080 600A000 LUMP| 19900.00000 19900.00| | Mobilization | | | 0090 652A056 2.000 ACRE| 535.00000 1070.00| | Seeding (Mix 2E) | | | 0100 656A000 2.000 ACRE| 475.00000 950.00| | Mulching, Class A, Type 1 | | | 0110 701A030 6.000 MILE| 711.00000 4266.00| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0120 701A034 4.000 MILE| 711.00000 2844.00| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A044 2.000 MILE| 415.00000 830.00| | Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030725039 COUNTIES : CHILTON LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 4.000 MILE| 308.00000 1232.00| | Broken Temporary Traffic Stripe | | | 0150 701C001 8.000 MILE| 355.00000 2840.00| | Solid Temporary Traffic Stripe | | | 0160 703A004 66.000 SQFT| 1.90000 125.40| | Traffic Control Markings, Class 2T, | | | Type A | | | 0170 705A032 50.000 EACH| 5.00000 250.00| | Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 250.000 EACH| 5.00000 1250.00| | Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 285.000 SQFT| 9.20000 2622.00| | Construction Signs | | | 0200 740O000 1.000 EACH| 3360.00000 3360.00| | Pilot Car | | | SECTION TOTALS | $ 318,761.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 318,761.90| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20030725040 COUNTIES : CHOCTAW LETTING DATE : 07/25/03 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1202(200) for constructing the Resurfacing and Traffic Stripe on C.R.#21 from S.R.#12 (U.S.#84) to C.R.#14 southeast of Gilbertown. Length - 4.239 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 403,231.00 100.0000% 2 01073 ASPHALT SUPPLY, LLC $ 446,402.98 110.7065% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030725040 COUNTIES : CHOCTAW LETTING DATE : 07/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305A000 2452.000 CUYD| 6.70000 16428.40| 9.55000 23416.60| Borrow, Section 210, Type A-4 or Better | | | 0020 405A000 3930.000 GAL | 0.90000 3537.00| 2.68000 10532.40| Tack Coat | | | 0030 424A341 4180.000 TON | 35.00000 146300.00| 36.54000 152737.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424B641 150.000 TON | 50.00000 7500.00| 36.85000 5527.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching 1 1/2" Maximum | | | Aggregate Size Mix, Esal Range A/B | | | 0050 424B643 4000.000 TON | 34.00000 136000.00| 36.54000 146160.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C351 494.000 TON | 35.00000 17290.00| 36.85000 18203.90| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 600A000 LUMP| 24600.00000 24600.00| 38000.00000 38000.00| Mobilization | | | 0080 630A001 225.000 LF | 12.00000 2700.00| 12.22000 2749.50| Steel Beam Guardrail, Class A, Type 2 | | | 0090 630C000 6.000 EACH| 1300.00000 7800.00| 1320.00000 7920.00| Guardrail End Anchor, Type 10 | | | 0100 630C022 4.000 EACH| 1230.00000 4920.00| 1250.00000 5000.00| Guardrail End Anchor, Type Special | | | 0110 701A031 9.000 MILE| 1200.00000 10800.00| 1144.00000 10296.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 8.000 MILE| 1330.00000 10640.00| 1343.00000 10744.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701A045 5.000 MILE| 870.00000 4350.00| 872.00000 4360.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030725040 COUNTIES : CHOCTAW LETTING DATE : 07/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C002 5.000 MILE| 430.00000 2150.00| 433.00000 2165.00| Broken Temporary Traffic Stripe (Paint) | | | 0150 701C003 8.000 MILE| 540.00000 4320.00| 544.00000 4352.00| Solid Temporary Traffic Stripe (Paint) | | | 0160 703A002 98.000 SQFT| 5.50000 539.00| 5.56000 544.88| Traffic Control Markings, Class 2, Type | | | A | | | 0170 740B000 218.000 SQFT| 3.70000 806.60| 8.00000 1744.00| Construction Signs | | | 0180 740E000 50.000 EACH| 1.00000 50.00| 9.00000 450.00| Cones (36 Inches High) | | | 0190 740O000 1.000 EACH| 2500.00000 2500.00| 1500.00000 1500.00| Pilot Car | | | SECTION TOTALS | $ 403,231.00| $ 446,402.98| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 403,231.00| $ 446,402.98| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20030725041 COUNTIES : CRENSHAW PIKE LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-2119(200) for constructing the Bridge Replacement and Approaches on C.R.#30 at Patsaliga Creek southeast of Petrey. Length 0.416 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 1,367,309.86 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,407,354.16 102.9287% 3 13036 THE MORRIS GROUP, INC. $ 1,693,807.20 123.8788% 4 13099 MCINNIS, LLC $ 1,949,237.60 142.5600% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030725041 COUNTIES : CRENSHAW PIKE LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 03001 |( 3 ) 13036 |MURPHREE BRIDGE CORPORATION |CLARK CONSTRUCTION CO., INC |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| 3500.00000 3500.00| 64750.00000 64750.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 2.7 | | | ACRES) | | | 0020 206A000 LUMP| 30000.00000 30000.00| 92000.00000 92000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 4+80.18 | | | 0030 206A001 LUMP| 39000.00000 39000.00| 23768.27000 23768.27| 25000.00000 25000.00 Removal Of Old Bridge, Station 14+00.44 | | | 0040 210A000 8514.000 CUYD| 3.50000 29799.00| 2.45000 20859.30| 2.45000 20859.30 Unclassified Excavation | | | 0050 210D012 7101.000 CUYD| 4.50000 31954.50| 6.25000 44381.25| 6.25000 44381.25 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0060 230A000 15.000 RBST| 300.00000 4500.00| 125.00000 1875.00| 125.00000 1875.00 Roadbed Processing | | | 0070 301A162 5553.000 SQYD| 4.25000 23600.25| 2.85000 15826.05| 2.85000 15826.05 Soil Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0080 401A000 3757.000 SQYD| 0.50000 1878.50| 0.50000 1878.50| 0.50000 1878.50 Bituminous Treatment A | | | 0090 424A341 297.000 TON | 49.75000 14775.75| 49.75000 14775.75| 49.75000 14775.75 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 502A000 62911.000 LB | 0.40000 25164.40| 0.37000 23277.07| 0.45000 28309.95 Steel Reinforcement | | | 0110 502B000 LUMP| 67700.00000 67700.00| 63795.61000 63795.61| 90000.00000 90000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 12+60.00, | | | APPROXIMATELY 169,282 LBS | | | 0120 505A030 2.000 EACH| 2000.00000 4000.00| 1823.64000 3647.28| 2000.00000 4000.00 Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0130 505A036 2.000 EACH| 2000.00000 4000.00| 2180.42000 4360.84| 2000.00000 4000.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0140 505B100 2.000 EACH| 2000.00000 4000.00| 2306.17000 4612.34| 2000.00000 4000.00 Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030725041 COUNTIES : CRENSHAW PIKE LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 03001 |( 3 ) 13036 |MURPHREE BRIDGE CORPORATION |CLARK CONSTRUCTION CO., INC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505B106 2.000 EACH| 2000.00000 4000.00| 2306.17000 4612.34| 2000.00000 4000.00 Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0160 505M000 656.000 LF | 12.00000 7872.00| 21.94000 14392.64| 25.00000 16400.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0170 505M004 2323.000 LF | 18.00000 41814.00| 28.48000 66159.04| 32.00000 74336.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0180 506A008 262.000 LF | 140.00000 36680.00| 96.14000 25188.68| 133.00000 34846.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0190 506C042 262.000 LF | 140.00000 36680.00| 98.00000 25676.00| 159.00000 41658.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0200 506F008 90.000 LF | 50.00000 4500.00| 204.91000 18441.90| 175.00000 15750.00 Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0210 506G002 6.000 EACH| 1400.00000 8400.00| 500.00000 3000.00| 212.00000 1272.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0220 508A000 19430.000 LB | 2.50000 48575.00| 2.23000 43328.90| 2.00000 38860.00 Structural Steel | | | 0230 510A000 232.000 CUYD| 500.00000 116000.00| 450.00000 104400.00| 605.00000 140360.00 Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 330000.00000 330000.00| 275000.00000 275000.00| 399000.00000 399000.00 Bridge Concrete Superstructure, 12+60. | | | 00, APPROXIMATELY 660 CU YDS | | | 0250 510E000 1941.000 SQYD| 1.78000 3454.98| 1.69000 3280.29| 2.00000 3882.00 Grooving Concrete Bridge Decks | | | 0260 511A004 128.000 EACH| 295.00000 37760.00| 290.74000 37214.72| 225.00000 28800.00 Elastomeric Bearings, Type 4 | | | 0270 513B003 2195.000 LF | 59.00000 129505.00| 50.00000 109750.00| 65.00000 142675.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0280 513B005 674.000 LF | 88.00000 59312.00| 95.81000 64575.94| 119.00000 80206.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0290 600A000 LUMP| 129660.08000 129660.08| 140000.00000 140000.00| 265500.00000 265500.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030725041 COUNTIES : CRENSHAW PIKE LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 03001 |( 3 ) 13036 |MURPHREE BRIDGE CORPORATION |CLARK CONSTRUCTION CO., INC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 610C001 1280.000 TON | 27.50000 35200.00| 27.32000 34969.60| 22.00000 28160.00 Loose Riprap, Class 2 | | | 0310 610D003 1280.000 SQYD| 1.25000 1600.00| 1.24000 1587.20| 2.00000 2560.00 Filter Blanket, Geotextile | | | 0320 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0330 630C050 4.000 EACH| 1355.00000 5420.00| 1355.00000 5420.00| 1355.00000 5420.00 Guardrail End Anchor, Type 20 Series | | | 0340 650A000 2159.000 CUYD| 5.00000 10795.00| 7.10000 15328.90| 7.10000 15328.90 Topsoil | | | 0350 651B000 3.000 TON | 30.00000 90.00| 35.00000 105.00| 35.00000 105.00 Agricultural Limestone | | | 0360 652A061 3.000 ACRE| 420.00000 1260.00| 465.00000 1395.00| 465.00000 1395.00 Seeding (Mix 3E) | | | 0370 656A001 3.000 ACRE| 400.00000 1200.00| 450.00000 1350.00| 450.00000 1350.00 Mulching, Class A, Type 2 | | | 0380 665F000 60.000 EACH| 7.00000 420.00| 5.00000 300.00| 5.00000 300.00 Hay Bales | | | 0390 665J000 3030.000 LF | 2.48000 7514.40| 3.75000 11362.50| 3.75000 11362.50 Silt Fence, Type A | | | 0400 680A000 LUMP| 13500.00000 13500.00| 8700.00000 8700.00| 37000.00000 37000.00 Engineering Controls | | | 0410 701A031 1.000 MILE| 1800.00000 1800.00| 1800.00000 1800.00| 2500.00000 2500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0420 701A035 1.000 MILE| 1800.00000 1800.00| 1800.00000 1800.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0430 740B000 250.000 SQFT| 7.00000 1750.00| 8.23000 2057.50| 8.50000 2125.00 Construction Signs | | | 0440 740F002 10.000 EACH| 170.00000 1700.00| 127.54000 1275.40| 150.00000 1500.00 Barricades, Type III | | | 0450 740I005 5.000 EACH| 275.00000 1375.00| 255.07000 1275.35| 190.00000 950.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,367,309.86| $ 1,407,354.16| $ 1,693,807.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,367,309.86| $ 1,407,354.16| $ 1,693,807.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 041 -5 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030725041 COUNTIES : CRENSHAW PIKE LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |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| 73500.00000 73500.00| | Clearing & Grubbing (Approximately 2.7 | | | ACRES) | | | 0020 206A000 LUMP| 50000.00000 50000.00| | Removal Of Old Bridge, Station 4+80.18 | | | 0030 206A001 LUMP| 66000.00000 66000.00| | Removal Of Old Bridge, Station 14+00.44 | | | 0040 210A000 8514.000 CUYD| 3.80000 32353.20| | Unclassified Excavation | | | 0050 210D012 7101.000 CUYD| 4.70000 33374.70| | Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0060 230A000 15.000 RBST| 330.00000 4950.00| | Roadbed Processing | | | 0070 301A162 5553.000 SQYD| 4.65000 25821.45| | Soil Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0080 401A000 3757.000 SQYD| 0.60000 2254.20| | Bituminous Treatment A | | | 0090 424A341 297.000 TON | 68.00000 20196.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 502A000 62911.000 LB | 0.55000 34601.05| | Steel Reinforcement | | | 0110 502B000 LUMP| 120000.00000 120000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. 12+60.00, | | | APPROXIMATELY 169,282 LBS | | | 0120 505A030 2.000 EACH| 2000.00000 4000.00| | Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0130 505A036 2.000 EACH| 2000.00000 4000.00| | Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0140 505B100 2.000 EACH| 2000.00000 4000.00| | Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 041 -6 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030725041 COUNTIES : CRENSHAW PIKE LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505B106 2.000 EACH| 2000.00000 4000.00| | Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0160 505M000 656.000 LF | 22.00000 14432.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0170 505M004 2323.000 LF | 31.00000 72013.00| | Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0180 506A008 262.000 LF | 425.00000 111350.00| | Drilled Shaft Excavation, 4'-0" Diamete | | | 0190 506C042 262.000 LF | 92.00000 24104.00| | Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0200 506F008 90.000 LF | 150.00000 13500.00| | Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0210 506G002 6.000 EACH| 3600.00000 21600.00| | Crosshole Sonic Logging, 4'-0" Diameter | | | 0220 508A000 19430.000 LB | 4.50000 87435.00| | Structural Steel | | | 0230 510A000 232.000 CUYD| 500.00000 116000.00| | Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 429000.00000 429000.00| | Bridge Concrete Superstructure, 12+60. | | | 00, APPROXIMATELY 660 CU YDS | | | 0250 510E000 1941.000 SQYD| 3.50000 6793.50| | Grooving Concrete Bridge Decks | | | 0260 511A004 128.000 EACH| 250.00000 32000.00| | Elastomeric Bearings, Type 4 | | | 0270 513B003 2195.000 LF | 56.00000 122920.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0280 513B005 674.000 LF | 90.00000 60660.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0290 600A000 LUMP| 205175.00000 205175.00| | Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 041 -7 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030725041 COUNTIES : CRENSHAW PIKE LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 610C001 1280.000 TON | 30.00000 38400.00| | Loose Riprap, Class 2 | | | 0310 610D003 1280.000 SQYD| 2.00000 2560.00| | Filter Blanket, Geotextile | | | 0320 630C003 4.000 EACH| 1000.00000 4000.00| | Guardrail End Anchor, Type 13 | | | 0330 630C050 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 20 Series | | | 0340 650A000 2159.000 CUYD| 5.50000 11874.50| | Topsoil | | | 0350 651B000 3.000 TON | 120.00000 360.00| | Agricultural Limestone | | | 0360 652A061 3.000 ACRE| 550.00000 1650.00| | Seeding (Mix 3E) | | | 0370 656A001 3.000 ACRE| 550.00000 1650.00| | Mulching, Class A, Type 2 | | | 0380 665F000 60.000 EACH| 6.00000 360.00| | Hay Bales | | | 0390 665J000 3030.000 LF | 5.00000 15150.00| | Silt Fence, Type A | | | 0400 680A000 LUMP| 59500.00000 59500.00| | Engineering Controls | | | 0410 701A031 1.000 MILE| 2600.00000 2600.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0420 701A035 1.000 MILE| 2600.00000 2600.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0430 740B000 250.000 SQFT| 10.00000 2500.00| | Construction Signs | | | 0440 740F002 10.000 EACH| 250.00000 2500.00| | Barricades, Type III | | | 0450 740I005 5.000 EACH| 300.00000 1500.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,949,237.60| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,949,237.60| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20030725042 COUNTIES : CULLMAN LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 CONTRACT TIME : 145 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-2200(210) for constructing the Bridge Replacement and Approaches on C.R.#818 over Crooked Creek (Harmony Bridge) northeast of Crane Hill. Length 0.587 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 1,269,075.00 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,379,982.29 108.7392% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 1,483,512.98 116.8972% 4 23071 WARRIOR CONSTRUCTORS, INC. $ 1,563,938.54 123.2345% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030725042 COUNTIES : CULLMAN LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 19007 |THE MORRIS GROUP, INC. |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 210D001 1000.000 CUYD| 10.00000 10000.00| 7.41000 7410.00| 8.00000 8000.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 301A012 6610.000 SQYD| 6.40000 42304.00| 6.00000 39660.00| 5.90000 38999.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0030 401A000 6460.000 SQYD| 0.50000 3230.00| 0.50000 3230.00| 0.45000 2907.00 Bituminous Treatment A | | | 0040 405A000 360.000 GAL | 1.25000 450.00| 3.00000 1080.00| 2.00000 720.00 Tack Coat | | | 0050 429A200 376.000 TON | 48.50000 18236.00| 46.33000 17420.08| 46.33000 17420.08 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429B201 1502.000 TON | 37.50000 56325.00| 37.45000 56249.90| 37.45000 56249.90 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0070 430B014 3000.000 TON | 14.60000 43800.00| 27.08000 81240.00| 12.00000 36000.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0080 450B000 89.000 SQYD| 60.00000 5340.00| 85.16000 7579.24| 95.00000 8455.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0090 502A000 78800.000 LB | 0.55000 43340.00| 0.44000 34672.00| 0.65000 51220.00 Steel Reinforcement | | | 0100 502B000 LUMP| 51000.00000 51000.00| 43000.00000 43000.00| 60000.00000 60000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 15+94.00 (approx. | | | 92800 pounds) | | | 0110 506A005 5.000 LF | 21.00000 105.00| 220.09000 1100.45| 30.00000 150.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0120 506A006 60.000 LF | 525.00000 31500.00| 194.00000 11640.00| 750.00000 45000.00 Drilled Shaft Excavation, 5'-6" Diamete | | | 0130 506B002 49.000 LF | 630.00000 30870.00| 1400.00000 68600.00| 900.00000 44100.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030725042 COUNTIES : CULLMAN LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 19007 |THE MORRIS GROUP, INC. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506B006 40.000 LF | 1155.00000 46200.00| 1800.00000 72000.00| 1650.00000 66000.00 Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0150 506C041 54.000 LF | 132.00000 7128.00| 190.91000 10309.14| 190.00000 10260.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0160 506C045 100.000 LF | 300.00000 30000.00| 300.45000 30045.00| 430.00000 43000.00 Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0170 508A000 4100.000 LB | 2.00000 8200.00| 2.60000 10660.00| 4.50000 18450.00 Structural Steel | | | 0180 510A000 245.000 CUYD| 450.00000 110250.00| 485.00000 118825.00| 535.00000 131075.00 Bridge Substructure Concrete, Class A | | | 0190 510C051 LUMP| 248000.00000 248000.00| 275000.00000 275000.00| 300000.00000 300000.00 Bridge Concrete Superstructure, Sta | | | 15+94.00 ( Approx. 430 Cu. Yd.) | | | 0200 510E000 1056.000 SQYD| 3.00000 3168.00| 2.11000 2228.16| 3.00000 3168.00 Grooving Concrete Bridge Decks | | | 0210 511A001 24.000 EACH| 150.00000 3600.00| 130.00000 3120.00| 200.00000 4800.00 Elastomeric Bearings, Type 2 | | | 0220 513B017 1570.000 LF | 155.00000 243350.00| 130.00000 204100.00| 142.00000 222940.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0230 600A000 LUMP| 146200.00000 146200.00| 165000.00000 165000.00| 210000.00000 210000.00 Mobilization | | | 0240 603A002 1.000 EACH| 6000.00000 6000.00| 24049.07000 24049.07| 9000.00000 9000.00 Furnishing Type 3 Field Office | | | 0250 610C001 350.000 TON | 35.00000 12250.00| 20.78000 7273.00| 30.00000 10500.00 Loose Riprap, Class 2 | | | 0260 610D003 275.000 SQYD| 3.00000 825.00| 1.51000 415.25| 6.00000 1650.00 Filter Blanket, Geotextile | | | 0270 630A001 225.000 LF | 12.00000 2700.00| 11.00000 2475.00| 12.00000 2700.00 Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C003 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| 1050.00000 4200.00 Guardrail End Anchor, Type 13 | | | 0290 630C070 4.000 EACH| 1120.00000 4480.00| 1250.00000 5000.00| 1120.00000 4480.00 Guardrail End Anchor, Type 10 Series | | | 0300 650B000 2000.000 CUYD| 5.00000 10000.00| 7.45000 14900.00| 10.00000 20000.00 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030725042 COUNTIES : CULLMAN LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 19007 |THE MORRIS GROUP, INC. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 652A053 6.000 ACRE| 420.00000 2520.00| 424.00000 2544.00| 600.00000 3600.00 Seeding (Mix 1E) | | | 0320 656A001 6.000 ACRE| 420.00000 2520.00| 424.00000 2544.00| 600.00000 3600.00 Mulching, Class A, Type 2 | | | 0330 665A000 6.000 ACRE| 420.00000 2520.00| 424.00000 2544.00| 400.00000 2400.00 Temporary Seeding | | | 0340 665F000 100.000 EACH| 6.30000 630.00| 6.60000 660.00| 5.00000 500.00 Hay Bales | | | 0350 665J000 1500.000 LF | 2.75000 4125.00| 3.13000 4695.00| 6.00000 9000.00 Silt Fence, Type A | | | 0360 680A000 LUMP| 12000.00000 12000.00| 20000.00000 20000.00| 11000.00000 11000.00 Engineering Controls | | | 0370 701A031 2.000 MILE| 1890.00000 3780.00| 2500.00000 5000.00| 1900.00000 3800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0380 701A035 2.000 MILE| 1890.00000 3780.00| 2500.00000 5000.00| 1900.00000 3800.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0390 701C001 4.000 MILE| 475.00000 1900.00| 500.00000 2000.00| 475.00000 1900.00 Solid Temporary Traffic Stripe | | | 0400 703A002 30.000 SQFT| 2.50000 75.00| 10.00000 300.00| 2.50000 75.00 Traffic Control Markings, Class 2, Type | | | A | | | 0410 740B000 333.000 SQFT| 8.00000 2664.00| 8.00000 2664.00| 8.00000 2664.00 Construction Signs | | | 0420 740D000 100.000 EACH| 55.00000 5500.00| 56.00000 5600.00| 55.00000 5500.00 Channelizing Drums | | | 0430 740E000 110.000 EACH| 15.00000 1650.00| 15.00000 1650.00| 15.00000 1650.00 Cones (36 Inches High) | | | 0440 740F002 4.000 EACH| 165.00000 660.00| 180.00000 720.00| 165.00000 660.00 Barricades, Type III | | | 0450 740I005 2.000 EACH| 410.00000 820.00| 450.00000 900.00| 410.00000 820.00 Warning Lights, Type B (Detachable Head | | | 0460 740M001 110.000 EACH| 8.00000 880.00| 8.00000 880.00| 10.00000 1100.00 Ballast For Cone | | | SECTION TOTALS | $ 1,269,075.00| $ 1,379,982.29| $ 1,483,512.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,269,075.00| $ 1,379,982.29| $ 1,483,512.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 042 -5 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030725042 COUNTIES : CULLMAN LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 23071 |( ) |( ) |WARRIOR CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D001 1000.000 CUYD| 10.64000 10640.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 301A012 6610.000 SQYD| 5.90000 38999.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0030 401A000 6460.000 SQYD| 0.45000 2907.00| | Bituminous Treatment A | | | 0040 405A000 360.000 GAL | 2.00000 720.00| | Tack Coat | | | 0050 429A200 376.000 TON | 50.00000 18800.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429B201 1502.000 TON | 40.00000 60080.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0070 430B014 3000.000 TON | 12.00000 36000.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0080 450B000 89.000 SQYD| 116.31000 10351.59| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0090 502A000 78800.000 LB | 0.76000 59888.00| | Steel Reinforcement | | | 0100 502B000 LUMP| 63458.90000 63458.90| | Steel Reinforcement For Bridge | | | Superstructure, STA 15+94.00 (approx. | | | 92800 pounds) | | | 0110 506A005 5.000 LF | 20.00000 100.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | 0120 506A006 60.000 LF | 500.00000 30000.00| | Drilled Shaft Excavation, 5'-6" Diamete | | | 0130 506B002 49.000 LF | 600.00000 29400.00| | Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 042 -6 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030725042 COUNTIES : CULLMAN LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 23071 |( ) |( ) |WARRIOR CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506B006 40.000 LF | 1100.00000 44000.00| | Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0150 506C041 54.000 LF | 125.00000 6750.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0160 506C045 100.000 LF | 285.00000 28500.00| | Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0170 508A000 4100.000 LB | 5.16000 21156.00| | Structural Steel | | | 0180 510A000 245.000 CUYD| 856.78000 209911.10| | Bridge Substructure Concrete, Class A | | | 0190 510C051 LUMP| 273543.00000 273543.00| | Bridge Concrete Superstructure, Sta | | | 15+94.00 ( Approx. 430 Cu. Yd.) | | | 0200 510E000 1056.000 SQYD| 5.33000 5628.48| | Grooving Concrete Bridge Decks | | | 0210 511A001 24.000 EACH| 476.23000 11429.52| | Elastomeric Bearings, Type 2 | | | 0220 513B017 1570.000 LF | 194.34000 305113.80| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0230 600A000 LUMP| 181689.90000 181689.90| | Mobilization | | | 0240 603A002 1.000 EACH| 4523.67000 4523.67| | Furnishing Type 3 Field Office | | | 0250 610C001 350.000 TON | 32.14000 11249.00| | Loose Riprap, Class 2 | | | 0260 610D003 275.000 SQYD| 3.13000 860.75| | Filter Blanket, Geotextile | | | 0270 630A001 225.000 LF | 15.31000 3444.75| | Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C003 4.000 EACH| 1151.23000 4604.92| | Guardrail End Anchor, Type 13 | | | 0290 630C070 4.000 EACH| 1259.04000 5036.16| | Guardrail End Anchor, Type 10 Series | | | 0300 650B000 2000.000 CUYD| 6.00000 12000.00| | Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 042 -7 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030725042 COUNTIES : CULLMAN LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 23071 |( ) |( ) |WARRIOR CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 652A053 6.000 ACRE| 400.00000 2400.00| | Seeding (Mix 1E) | | | 0320 656A001 6.000 ACRE| 400.00000 2400.00| | Mulching, Class A, Type 2 | | | 0330 665A000 6.000 ACRE| 400.00000 2400.00| | Temporary Seeding | | | 0340 665F000 100.000 EACH| 8.00000 800.00| | Hay Bales | | | 0350 665J000 1500.000 LF | 4.00000 6000.00| | Silt Fence, Type A | | | 0360 680A000 LUMP| 26543.00000 26543.00| | Engineering Controls | | | 0370 701A031 2.000 MILE| 2500.00000 5000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0380 701A035 2.000 MILE| 2500.00000 5000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0390 701C001 4.000 MILE| 500.00000 2000.00| | Solid Temporary Traffic Stripe | | | 0400 703A002 30.000 SQFT| 10.00000 300.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0410 740B000 333.000 SQFT| 15.00000 4995.00| | Construction Signs | | | 0420 740D000 100.000 EACH| 75.00000 7500.00| | Channelizing Drums | | | 0430 740E000 110.000 EACH| 10.00000 1100.00| | Cones (36 Inches High) | | | 0440 740F002 4.000 EACH| 750.00000 3000.00| | Barricades, Type III | | | 0450 740I005 2.000 EACH| 1500.00000 3000.00| | Warning Lights, Type B (Detachable Head | | | 0460 740M001 110.000 EACH| 6.50000 715.00| | Ballast For Cone | | | SECTION TOTALS | $ 1,563,938.54| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,563,938.54| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20030725044 COUNTIES : ESCAMBIA LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2700(205) for constructing the Bridge Replacement (Precast) on Ewing Drive at Fletcher Creek west of Freemanville. Length 0.019 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 209,756.00 100.0000% 2 13099 MCINNIS, LLC $ 239,939.00 114.3896% 3 12037 LANEY & SONS CONSTRUCTION, INC. $ 242,129.50 115.4339% 4 13021 MURPHREE BRIDGE CORPORATION $ 270,914.57 129.1570% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030725044 COUNTIES : ESCAMBIA LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 12037 |G. W. NORRELL CONTRACTING C |MCINNIS, LLC |LANEY & SONS CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 5+00.00 | | | 0020 210A000 165.000 CUYD| 3.00000 495.00| 10.00000 1650.00| 6.00000 990.00 Unclassified Excavation | | | 0030 502A000 128.000 LB | 0.75000 96.00| 3.00000 384.00| 2.00000 256.00 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 1870.000 LF | 20.00000 37400.00| 23.00000 43010.00| 25.00000 46750.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2100.00000 4200.00| 1700.00000 3400.00| 1975.00000 3950.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 16.000 CUYD| 400.00000 6400.00| 400.00000 6400.00| 595.00000 9520.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 44.000 EACH| 75.00000 3300.00| 75.00000 3300.00| 85.00000 3740.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 2700.00000 5400.00| 2800.00000 5600.00| 2950.00000 5900.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 2.000 EACH| 2600.00000 5200.00| 3000.00000 6000.00| 2850.00000 5700.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 18.000 EACH| 2800.00000 50400.00| 2700.00000 48600.00| 2850.00000 51300.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 6.000 EACH| 2800.00000 16800.00| 3000.00000 18000.00| 3175.00000 19050.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 4.000 EACH| 2700.00000 10800.00| 3000.00000 12000.00| 3200.00000 12800.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030725044 COUNTIES : ESCAMBIA LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 12037 |G. W. NORRELL CONTRACTING C |MCINNIS, LLC |LANEY & SONS CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 2.000 EACH| 2700.00000 5400.00| 3000.00000 6000.00| 3225.00000 6450.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E002 16.000 EACH| 400.00000 6400.00| 400.00000 6400.00| 750.00000 12000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0170 512F002 8.000 EACH| 650.00000 5200.00| 700.00000 5600.00| 900.00000 7200.00 Precast Concrete Wing Panels, Type W3 | | | 0180 512G000 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 850.00000 3400.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 12500.00000 12500.00 Mobilization | | | 0200 610C001 355.000 TON | 30.00000 10650.00| 25.00000 8875.00| 32.50000 11537.50 Loose Riprap, Class 2 | | | 0210 610D003 280.000 SQYD| 3.00000 840.00| 5.00000 1400.00| 3.00000 840.00 Filter Blanket, Geotextile | | | 0220 630C003 4.000 EACH| 950.00000 3800.00| 925.00000 3700.00| 925.00000 3700.00 Guardrail End Anchor, Type 13 | | | 0230 630C050 4.000 EACH| 1355.00000 5420.00| 1400.00000 5600.00| 1400.00000 5600.00 Guardrail End Anchor, Type 20 Series | | | 0240 665F000 50.000 EACH| 3.00000 150.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0250 665J000 200.000 LF | 3.00000 600.00| 8.00000 1600.00| 7.00000 1400.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 1000.00000 1000.00 Engineering Controls | | | 0270 740B000 287.000 SQFT| 15.00000 4305.00| 10.00000 2870.00| 8.00000 2296.00 Construction Signs | | | 0280 740F002 10.000 EACH| 400.00000 4000.00| 350.00000 3500.00| 200.00000 2000.00 Barricades, Type III | | | 0290 740I005 2.000 EACH| 500.00000 1000.00| 400.00000 800.00| 250.00000 500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 209,756.00| $ 239,939.00| $ 242,129.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 209,756.00| $ 239,939.00| $ 242,129.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030725044 COUNTIES : ESCAMBIA LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( ) |( ) |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| 20000.00000 20000.00| | Removal Of Old Bridge, Station 5+00.00 | | | 0020 210A000 165.000 CUYD| 3.50000 577.50| | Unclassified Excavation | | | 0030 502A000 128.000 LB | 1.00000 128.00| | Steel Reinforcement | | | 0040 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 1870.000 LF | 22.00000 41140.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2000.00000 4000.00| | Wire Rope Abutment Anchor Assembly | | | 0080 510A000 16.000 CUYD| 650.00000 10400.00| | Bridge Substructure Concrete, Class A | | | 0090 511A000 44.000 EACH| 75.00000 3300.00| | Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3400.00000 6800.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 2.000 EACH| 3600.00000 7200.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 18.000 EACH| 3100.00000 55800.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 6.000 EACH| 3400.00000 20400.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 4.000 EACH| 3150.00000 12600.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 044 -5 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030725044 COUNTIES : ESCAMBIA LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( ) |( ) |MURPHREE BRIDGE CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 2.000 EACH| 2900.00000 5800.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E002 16.000 EACH| 650.00000 10400.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0170 512F002 8.000 EACH| 750.00000 6000.00| | Precast Concrete Wing Panels, Type W3 | | | 0180 512G000 4.000 EACH| 650.00000 2600.00| | Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 23885.07000 23885.07| | Mobilization | | | 0200 610C001 355.000 TON | 40.00000 14200.00| | Loose Riprap, Class 2 | | | 0210 610D003 280.000 SQYD| 3.50000 980.00| | Filter Blanket, Geotextile | | | 0220 630C003 4.000 EACH| 950.00000 3800.00| | Guardrail End Anchor, Type 13 | | | 0230 630C050 4.000 EACH| 1355.00000 5420.00| | Guardrail End Anchor, Type 20 Series | | | 0240 665F000 50.000 EACH| 6.50000 325.00| | Hay Bales | | | 0250 665J000 200.000 LF | 3.25000 650.00| | Silt Fence, Type A | | | 0260 680A000 LUMP| 6500.00000 6500.00| | Engineering Controls | | | 0270 740B000 287.000 SQFT| 7.00000 2009.00| | Construction Signs | | | 0280 740F002 10.000 EACH| 165.00000 1650.00| | Barricades, Type III | | | 0290 740I005 2.000 EACH| 175.00000 350.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 270,914.57| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 270,914.57| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20030725046 COUNTIES : FRANKLIN LETTING DATE : 07/25/03 10:00 AM DIVISION : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-3034(200) for constructing the Resurfacing and Traffic Stripe on C.R.#84 from 3 miles east of S.R.#247 to C.R.#41 south of Frankfort. Length 6.998 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 536,275.48 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 546,204.17 101.8514% 3 18031 ROGERS GROUP, INC. $ 563,558.00 105.0874% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030725046 COUNTIES : FRANKLIN LETTING DATE : 07/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( 3 ) 18031 |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 4312.000 TON | 14.61000 62998.32| 12.00000 51744.00| 12.00000 51744.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 4000.000 GAL | 1.03000 4120.00| 1.25000 5000.00| 1.25000 5000.00 Tack Coat | | | 0030 429A200 4591.000 TON | 36.25000 166423.75| 37.25000 171014.75| 38.00000 174458.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429B201 8582.000 TON | 29.22000 250766.04| 29.50000 253169.00| 32.00000 274624.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0050 429B209 400.000 TON | 38.19000 15276.00| 42.00000 16800.00| 38.00000 15200.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 1373.71000 1373.71| 10000.00000 10000.00| 6993.00000 6993.00 Mobilization | | | 0070 701A035 11.000 MILE| 1071.00000 11781.00| 1155.00000 12705.00| 1050.00000 11550.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701A045 3.000 MILE| 805.80000 2417.40| 869.00000 2607.00| 790.00000 2370.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701C002 6.000 MILE| 428.40000 2570.40| 462.00000 2772.00| 420.00000 2520.00 Broken Temporary Traffic Stripe (Paint) | | | 0100 701C003 22.000 MILE| 499.80000 10995.60| 539.00000 11858.00| 490.00000 10780.00 Solid Temporary Traffic Stripe (Paint) | | | 0110 705A032 198.000 EACH| 5.87000 1162.26| 6.33000 1253.34| 5.75000 1138.50 Pavement Markers, Class A-H, Type 1-B | | | 0120 705A037 726.000 EACH| 5.87000 4261.62| 6.33000 4595.58| 5.75000 4174.50 Pavement Markers, Class A-H, Type 2-D | | | 0130 740B000 213.000 SQFT| 7.76000 1652.88| 8.50000 1810.50| 12.00000 2556.00 Construction Signs | | | 0140 740E000 50.000 EACH| 5.75000 287.50| 10.00000 500.00| 5.00000 250.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030725046 COUNTIES : FRANKLIN LETTING DATE : 07/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( 3 ) 18031 |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740M001 50.000 EACH| 3.78000 189.00| 7.50000 375.00| 4.00000 200.00 Ballast For Cone | | | SECTION TOTALS | $ 536,275.48| $ 546,204.17| $ 563,558.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 536,275.48| $ 546,204.17| $ 563,558.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20030725048 COUNTIES : LAWRENCE LETTING DATE : 07/25/03 10:00 AM DIVISION : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-4008(200) for constructing the Resurfacing and Traffic Stripe on STPAA-4019(200) various county roads as indicated on the plans. Length - STPAA-4025(200) 11.011 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 605,809.10 0.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 622,789.23 0.0000% 3 01087 APAC-SOUTHEAST, INC. $ 795,346.57 0.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030725048 COUNTIES : LAWRENCE LETTING DATE : 07/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19010 |( 3 ) 01087 |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D001 538.000 LF | 1.50000 807.00| 1.50000 807.00| 1.53000 823.14 Removing Guardrail | | | 0020 305B060 4141.000 TON | 10.00000 41410.00| 11.56000 47869.96| 15.47000 64061.27 Crushed Aggregate, Section 825, FOR | | | MISCELLANEOUS USE | | | 0030 405A000 6075.000 GAL | 1.25000 7593.75| 0.90000 5467.50| 1.36000 8262.00 Tack Coat | | | 0040 429A200 2959.000 TON | 33.25000 98386.75| 36.58000 108240.22| 46.50000 137593.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A220 6450.000 TON | 33.25000 214462.50| 36.58000 235941.00| 46.40000 299280.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429B208 1500.000 TON | 31.25000 46875.00| 30.65000 45975.00| 37.83000 56745.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429B228 1500.000 TON | 31.25000 46875.00| 30.65000 45975.00| 37.83000 56745.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 429C231 881.000 TON | 31.25000 27531.25| 29.95000 26385.95| 47.02000 41424.62 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0090 600A000 LUMP| 10000.00000 10000.00| 6506.10000 6506.10| 16466.41000 16466.41 Mobilization | | | 0100 630A001 400.000 LF | 16.50000 6600.00| 16.50000 6600.00| 16.83000 6732.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630A015 476.000 LF | 16.60000 7901.60| 16.50000 7854.00| 16.83000 8011.08 Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0120 630C022 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1428.00000 5712.00 Guardrail End Anchor, Type Special | | | 0130 630C050 8.000 EACH| 1200.00000 9600.00| 1200.00000 9600.00| 1224.00000 9792.00 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030725048 COUNTIES : LAWRENCE LETTING DATE : 07/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19010 |( 3 ) 01087 |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630C070 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| 1173.00000 4692.00 Guardrail End Anchor, Type 10 Series | | | 0150 665F000 385.000 EACH| 5.00000 1925.00| 4.00000 1540.00| 6.17000 2375.45 Hay Bales | | | 0160 665J000 2400.000 LF | 3.00000 7200.00| 2.10000 5040.00| 2.14000 5136.00 Silt Fence, Type A | | | 0170 701A004 6.000 MILE| 350.00000 2100.00| 325.00000 1950.00| 331.50000 1989.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0180 701A031 17.000 MILE| 1050.00000 17850.00| 990.00000 16830.00| 1009.80000 17166.60 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0190 701A035 13.000 MILE| 1190.00000 15470.00| 1100.00000 14300.00| 1122.00000 14586.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701A045 8.000 MILE| 690.00000 5520.00| 600.00000 4800.00| 612.00000 4896.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0210 701C000 9.000 MILE| 420.00000 3780.00| 400.00000 3600.00| 408.00000 3672.00 Broken Temporary Traffic Stripe | | | 0220 701C001 15.000 MILE| 520.00000 7800.00| 450.00000 6750.00| 459.00000 6885.00 Solid Temporary Traffic Stripe | | | 0230 703A002 300.000 SQFT| 3.00000 900.00| 4.00000 1200.00| 4.08000 1224.00 Traffic Control Markings, Class 2, Type | | | A | | | 0240 703D001 300.000 SQFT| 1.30000 390.00| 1.50000 450.00| 1.53000 459.00 Temporary Traffic Control Markings | | | 0250 705A032 185.000 EACH| 5.75000 1063.75| 6.00000 1110.00| 6.12000 1132.20 Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 1010.000 EACH| 5.75000 5807.50| 6.00000 6060.00| 6.12000 6181.20 Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 695.000 SQFT| 10.00000 6950.00| 2.50000 1737.50| 19.14000 13302.30 Construction Signs | | | 0280 740E000 90.000 EACH| 5.00000 450.00| 0.00000 0.00| 0.01000 0.90 Cones (36 Inches High) | | | 0290 740M001 90.000 EACH| 4.00000 360.00| 0.00000 0.00| 0.01000 0.90 Ballast For Cone | | | SECTION TOTALS | $ 605,809.10| $ 622,789.23| $ 795,346.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 605,809.10| $ 622,789.23| $ 795,346.57 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20030725050 COUNTIES : MACON LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-4402(202) for constructing the Resurfacing and Traffic Stripe on C.R.#2 from Roba to the Russell County line. Length - 9.318 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 593,077.00 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 615,420.06 103.7673% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 617,114.50 104.0530% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030725050 COUNTIES : MACON LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 23024 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 8000.000 GAL | 0.00000 0.00| 0.90000 7200.00| 1.00000 8000.00 Tack Coat | | | 0020 429A200 6650.000 TON | 36.50000 242725.00| 37.65000 250372.50| 37.25000 247712.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A203 200.000 TON | 120.00000 24000.00| 130.50000 26100.00| 75.00000 15000.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 429A206 5950.000 TON | 37.50000 223125.00| 36.50000 217175.00| 34.50000 205275.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429B213 1900.000 TON | 31.27000 59413.00| 34.10000 64790.00| 35.95000 68305.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 1500.00000 1500.00| 12000.00000 12000.00| 34250.00000 34250.00 Mobilization | | | 0070 630C022 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 Guardrail End Anchor, Type Special | | | 0080 630C070 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 Guardrail End Anchor, Type 10 Series | | | 0090 631F005 152.000 LF | 18.75000 2850.00| 18.75000 2850.00| 18.75000 2850.00 Steel Beam Guardrail Class B, Type 2 | | | Relocated | | | 0100 701A030 19.000 MILE| 760.00000 14440.00| 606.06000 11515.14| 600.00000 11400.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0110 701A034 9.000 MILE| 760.00000 6840.00| 606.06000 5454.54| 600.00000 5400.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0120 701A044 6.000 MILE| 440.00000 2640.00| 292.93000 1757.58| 290.00000 1740.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0130 703A004 50.000 SQFT| 3.00000 150.00| 5.05000 252.50| 5.00000 250.00 Traffic Control Markings, Class 2T, | | | Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030725050 COUNTIES : MACON LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 23024 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A032 210.000 EACH| 5.40000 1134.00| 5.56000 1167.60| 5.50000 1155.00 Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 620.000 EACH| 5.60000 3472.00| 5.56000 3447.20| 5.50000 3410.00 Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 186.000 SQFT| 8.00000 1488.00| 8.00000 1488.00| 8.00000 1488.00 Construction Signs | | | 0170 740E000 50.000 EACH| 0.00000 0.00| 1.00000 50.00| 11.58000 579.00 Cones (36 Inches High) | | | 0180 740O000 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 1500.00000 1500.00 Pilot Car | | | SECTION TOTALS | $ 593,077.00| $ 615,420.06| $ 617,114.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 593,077.00| $ 615,420.06| $ 617,114.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20030725051 COUNTIES : LOWNDES LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4300(203) for constructing the Bridge Replacement (Precast) on Knight Place Road over Mussel Creek southeast of Braggs. Length - 0.045 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 425,833.50 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 463,701.98 108.8928% 3 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 492,492.00 115.6537% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030725051 COUNTIES : LOWNDES LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 14005 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 502A000 218.000 LB | 3.00000 654.00| 3.00000 654.00| 1.00000 218.00 Steel Reinforcement | | | 0020 505H000 282.000 LF | 15.00000 4230.00| 56.18000 15842.76| 54.00000 15228.00 Pilot Holes | | | 0030 505M002 1788.000 LF | 22.00000 39336.00| 12.00000 21456.00| 19.00000 33972.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0040 507A000 2.000 EACH| 2000.00000 4000.00| 2500.00000 5000.00| 5000.00000 10000.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 27.000 CUYD| 400.00000 10800.00| 650.00000 17550.00| 400.00000 10800.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 77.000 EACH| 75.00000 5775.00| 80.00000 6160.00| 105.00000 8085.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 2800.00000 5600.00| 3750.00000 7500.00| 3300.00000 6600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 5.000 EACH| 3000.00000 15000.00| 4000.00000 20000.00| 3300.00000 16500.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C017 36.000 EACH| 3900.00000 140400.00| 3500.00000 126000.00| 4400.00000 158400.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0100 512C025 12.000 EACH| 5700.00000 68400.00| 3750.00000 45000.00| 4800.00000 57600.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0110 512D025 8.000 EACH| 3800.00000 30400.00| 3250.00000 26000.00| 4000.00000 32000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0120 512D030 4.000 EACH| 3800.00000 15200.00| 3500.00000 14000.00| 4000.00000 16000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0130 512E000 8.000 EACH| 500.00000 4000.00| 750.00000 6000.00| 1250.00000 10000.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0140 512F000 4.000 EACH| 600.00000 2400.00| 1250.00000 5000.00| 1400.00000 5600.00 Precast Concrete Wing Panels, Type W1 | | | 0150 512G000 4.000 EACH| 600.00000 2400.00| 900.00000 3600.00| 1500.00000 6000.00 Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030725051 COUNTIES : LOWNDES LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 14005 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 35000.00000 35000.00| 89640.22000 89640.22| 54500.00000 54500.00 Mobilization | | | 0170 610A004 781.000 SQYD| 25.00000 19525.00| 40.00000 31240.00| 26.00000 20306.00 Loose Riprap, Class 2, 24" Thick | | | 0180 610D003 781.000 SQYD| 3.50000 2733.50| 3.00000 2343.00| 3.00000 2343.00 Filter Blanket, Geotextile | | | 0190 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0200 630C070 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 Guardrail End Anchor, Type 10 Series | | | 0210 665F000 100.000 EACH| 8.00000 800.00| 6.50000 650.00| 3.70000 370.00 Hay Bales | | | 0220 665J000 200.000 LF | 5.00000 1000.00| 3.20000 640.00| 3.00000 600.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 4000.00000 4000.00| 7500.00000 7500.00| 10000.00000 10000.00 Engineering Controls | | | 0240 740B000 238.000 SQFT| 10.00000 2380.00| 7.00000 1666.00| 15.00000 3570.00 Construction Signs | | | 0250 740F002 8.000 EACH| 300.00000 2400.00| 170.00000 1360.00| 500.00000 4000.00 Barricades, Type III | | | 0260 740I005 2.000 EACH| 400.00000 800.00| 150.00000 300.00| 600.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 425,833.50| $ 463,701.98| $ 492,492.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 425,833.50| $ 463,701.98| $ 492,492.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20030725052 COUNTIES : TUSCALOOSA LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6300(207) for constructing the Bridge Replacements (2)(Bridge Culverts) on Old Marion Road over Bear Creek and Little Sandy Creek south of Tuscaloosa. Length - 0.022 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05030 ECON, INC. $ 265,240.60 100.0000% 2 02096 E. O. BYARS CONSTRUCTION, INC. $ 283,443.00 106.8626% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 303,935.00 114.5884% 4 08017 H & L CONSTRUCTION, INC. $ 366,793.80 138.2872% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030725052 COUNTIES : TUSCALOOSA LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 05030 |( 2 ) 02096 |( 3 ) 07048 |ECON, INC. |E. O. BYARS CONSTRUCTION, I |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 12000.00000 12000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 3500.00000 3500.00| 1750.00000 1750.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 55+58.68 | | | To Station 56+03.04 | | | 0030 206A001 LUMP| 3500.00000 3500.00| 1750.00000 1750.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 12+64.61 | | | To Station 13+08.43 | | | 0040 214A000 997.000 CUYD| 6.00000 5982.00| 7.00000 6979.00| 10.00000 9970.00 Structure Excavation | | | 0050 214B000 452.000 CUYD| 14.00000 6328.00| 22.00000 9944.00| 25.00000 11300.00 Foundation Backfill, Local | | | 0060 502A000 116210.000 LB | 0.44000 51132.40| 0.40000 46484.00| 0.50000 58105.00 Steel Reinforcement | | | 0070 524A011 601.000 CUYD| 230.00000 138230.00| 295.00000 177295.00| 200.00000 120200.00 Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 28000.00000 28000.00| 5000.00000 5000.00| 20000.00000 20000.00 Mobilization | | | 0090 610C001 527.000 TON | 19.00000 10013.00| 31.00000 16337.00| 40.00000 21080.00 Loose Riprap, Class 2 | | | 0100 610D000 416.000 SQYD| 2.00000 832.00| 1.50000 624.00| 5.00000 2080.00 Filter Blanket | | | 0110 665A000 1.000 ACRE| 450.00000 450.00| 600.00000 600.00| 1000.00000 1000.00 Temporary Seeding | | | 0120 665B000 1.000 ACRE| 450.00000 450.00| 600.00000 600.00| 1000.00000 1000.00 Temporary Mulching | | | 0130 665I000 160.000 TON | 22.00000 3520.00| 32.00000 5120.00| 40.00000 6400.00 Temporary Riprap, Class 2 | | | 0140 665J000 1040.000 LF | 2.00000 2080.00| 4.75000 4940.00| 10.00000 10400.00 Silt Fence, Type A | | | 0150 665K000 80.000 CUYD| 7.75000 620.00| 4.50000 360.00| 20.00000 1600.00 Drainage Sump Excavation | | | 0160 680A000 LUMP| 6500.00000 6500.00| 1000.00000 1000.00| 20000.00000 20000.00 Engineering Controls | | | 0170 740B000 40.000 SQFT| 8.80000 352.00| 11.50000 460.00| 10.00000 400.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030725052 COUNTIES : TUSCALOOSA LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 05030 |( 2 ) 02096 |( 3 ) 07048 |ECON, INC. |E. O. BYARS CONSTRUCTION, I |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740F002 8.000 EACH| 176.00000 1408.00| 100.00000 800.00| 250.00000 2000.00 Barricades, Type III | | | 0190 740I005 4.000 EACH| 85.80000 343.20| 100.00000 400.00| 100.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 265,240.60| $ 283,443.00| $ 303,935.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 265,240.60| $ 283,443.00| $ 303,935.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 052 -4 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030725052 COUNTIES : TUSCALOOSA LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 08017 |( ) |( ) |H & L CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 10000.00000 10000.00| | Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 55+58.68 | | | To Station 56+03.04 | | | 0030 206A001 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 12+64.61 | | | To Station 13+08.43 | | | 0040 214A000 997.000 CUYD| 10.00000 9970.00| | Structure Excavation | | | 0050 214B000 452.000 CUYD| 38.00000 17176.00| | Foundation Backfill, Local | | | 0060 502A000 116210.000 LB | 0.48000 55780.80| | Steel Reinforcement | | | 0070 524A011 601.000 CUYD| 375.00000 225375.00| | Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 5000.00000 5000.00| | Mobilization | | | 0090 610C001 527.000 TON | 28.00000 14756.00| | Loose Riprap, Class 2 | | | 0100 610D000 416.000 SQYD| 3.50000 1456.00| | Filter Blanket | | | 0110 665A000 1.000 ACRE| 1000.00000 1000.00| | Temporary Seeding | | | 0120 665B000 1.000 ACRE| 1000.00000 1000.00| | Temporary Mulching | | | 0130 665I000 160.000 TON | 32.00000 5120.00| | Temporary Riprap, Class 2 | | | 0140 665J000 1040.000 LF | 4.75000 4940.00| | Silt Fence, Type A | | | 0150 665K000 80.000 CUYD| 15.00000 1200.00| | Drainage Sump Excavation | | | 0160 680A000 LUMP| 1000.00000 1000.00| | Engineering Controls | | | 0170 740B000 40.000 SQFT| 8.00000 320.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 052 -5 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030725052 COUNTIES : TUSCALOOSA LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 08017 |( ) |( ) |H & L CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740F002 8.000 EACH| 175.00000 1400.00| | Barricades, Type III | | | 0190 740I005 4.000 EACH| 325.00000 1300.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 366,793.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 366,793.80| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20030725054 COUNTIES : TUSCALOOSA LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-6318(200) for constructing the Resurfacing, Signing and Traffic Stripe on C.R.#59 (Covered Bridge Road) from S.R.#7 (U.S.#11) to S.R.#216 in Brookwood. Length 5.742 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,203,396.06 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,358,356.07 112.8769% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030725054 COUNTIES : TUSCALOOSA LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( ) |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 16157.000 CUYD| 5.65000 91287.05| 11.15000 180150.55| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 212A000 606.000 STA | 145.00000 87870.00| 24.00000 14544.00| Machine Grading Shoulders | | | 0030 305B060 227.000 TON | 32.00000 7264.00| 25.00000 5675.00| Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0040 401B112 80860.000 SQYD| 1.50000 121290.00| 1.46000 118055.60| Bituminous Treatment KG, CRS-2 (With | | | Polymer Additive) | | | 0050 405A000 2992.000 GAL | 1.00000 2992.00| 1.95000 5834.40| Tack Coat | | | 0060 424A361 6803.000 TON | 30.32000 206266.96| 43.07000 293005.21| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A364 500.000 TON | 57.70000 28850.00| 85.00000 42500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A366 2000.000 TON | 51.30000 102600.00| 46.00000 92000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B651 9053.000 TON | 36.50000 330434.50| 40.87000 369996.11| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B662 444.000 TON | 53.00000 23532.00| 65.00000 28860.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 67730.00000 67730.00| 82000.00000 82000.00| Mobilization | | | 0120 610C001 50.000 TON | 40.60000 2030.00| 65.00000 3250.00| Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030725054 COUNTIES : TUSCALOOSA LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( ) |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 610D000 120.000 SQYD| 11.30000 1356.00| 15.00000 1800.00| Filter Blanket | | | 0140 651B000 28.000 TON | 40.00000 1120.00| 100.00000 2800.00| Agricultural Limestone | | | 0150 658A002 14.000 ACRE| 1115.00000 15610.00| 1300.00000 18200.00| Hydro-Seeding & Mulching (Mix 2E) | | | 0160 665F000 675.000 EACH| 5.25000 3543.75| 5.00000 3375.00| Hay Bales | | | 0170 665J000 7000.000 LF | 5.60000 39200.00| 4.15000 29050.00| Silt Fence, Type A | | | 0180 701A031 12.000 MILE| 1102.50000 13230.00| 1050.00000 12600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0190 701A035 12.000 MILE| 1249.50000 14994.00| 1190.00000 14280.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C001 23.000 MILE| 514.50000 11833.50| 490.00000 11270.00| Solid Temporary Traffic Stripe | | | 0210 703A002 360.000 SQFT| 2.65000 954.00| 2.50000 900.00| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703D001 360.000 SQFT| 1.38000 496.80| 1.30000 468.00| Temporary Traffic Control Markings | | | 0230 705A037 760.000 EACH| 5.80000 4408.00| 5.50000 4180.00| Pavement Markers, Class A-H, Type 2-D | | | 0240 710A115 453.000 SQFT| 14.50000 6568.50| 14.70000 6659.10| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0250 710A125 54.000 SQFT| 17.00000 918.00| 15.25000 823.50| Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0260 710A126 8.000 SQFT| 17.85000 142.80| 14.70000 117.60| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0270 710B001 640.000 LF | 5.05000 3232.00| 6.30000 4032.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 054 -4 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030725054 COUNTIES : TUSCALOOSA LETTING DATE : 07/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( ) |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 740B000 462.000 SQFT| 8.10000 3742.20| 15.00000 6930.00| Construction Signs | | | 0290 740O000 1.000 EACH| 9900.00000 9900.00| 5000.00000 5000.00| Pilot Car | | | SECTION TOTALS | $ 1,203,396.06| $ 1,358,356.07| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,203,396.06| $ 1,358,356.07| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20030725055 COUNTIES : MADISON LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 CONTRACT TIME : 01/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : MG-8570(600) for constructing the Grade, Drainage, Pavement, Signals and Landscaping on the S.R.#255 Frontage Roads from S.R.#53 to 1 mile east of Pulaski Pike in Huntsville. Length 4.093 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08077 HASTINGS GENERAL CONTRACTING, INC. $ 10,310,545.20 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 13,854,348.13 134.3707% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030725055 COUNTIES : MADISON LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 01087 |( ) |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 447000.00000 447000.00| 653055.20000 653055.20| Clearing & Grubbing (Approximately 149 | | | Acres) | | | 0020 205A001 1.000 EACH| 10000.00000 10000.00| 18900.00000 18900.00| Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 10000.00000 10000.00| 540.00000 540.00| Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 10000.00000 10000.00| 3780.00000 3780.00| Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 10000.00000 10000.00| 540.00000 540.00| Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 10000.00000 10000.00| 8100.00000 8100.00| Removal Of Structures, Structure No. 5 | | | 0070 209A000 4.000 EACH| 100.00000 400.00| 324.00000 1296.00| Mailbox Reset, Single | | | 0080 210A000 326437.000 CUYD| 2.00000 652874.00| 4.05000 1322069.85| Unclassified Excavation | | | 0090 210C000 8556.000 CUYD| 4.00000 34224.00| 6.48000 55442.88| Muck Excavation | | | 0100 210D000 48915.000 CUYD| 2.00000 97830.00| 5.94000 290555.10| Borrow Excavation | | | 0110 210F001 10160.000 TON | 11.00000 111760.00| 15.12000 153619.20| Borrow Excavation (Underwater | | | Embankment) | | | 0120 214A000 23256.000 CUYD| 13.50000 313956.00| 7.66000 178140.96| Structure Excavation | | | 0130 214B001 12516.000 CUYD| 14.00000 175224.00| 5.40000 67586.40| Foundation Backfill, Commercial | | | 0140 230A000 433.000 RBST| 250.00000 108250.00| 409.01000 177101.33| Roadbed Processing | | | 0150 301A012 326875.000 SQYD| 3.75000 1225781.25| 4.40000 1438250.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 401A000 132726.000 SQYD| 0.30000 39817.80| 0.45000 59726.70| Bituminous Treatment A | | | 0170 405A000 13203.000 GAL | 1.30000 17163.90| 1.55000 20464.65| Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030725055 COUNTIES : MADISON LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 01087 |( ) |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 408A052 10950.000 SQYD| 1.50000 16425.00| 2.91000 31864.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0190 410B000 1.000 EACH| 7000.00000 7000.00| 11659.92000 11659.92| State Furnished Profilograph | | | 0200 410H000 1.000 EACH| 86000.00000 86000.00| 113874.72000 113874.72| Material Remixing Device | | | 0210 424A361 11864.000 TON | 36.00000 427104.00| 43.17000 512168.88| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424B651 21816.000 TON | 29.50000 643572.00| 33.35000 727563.60| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424B682 25492.000 TON | 29.25000 745641.00| 32.67000 832823.64| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 424C361 28129.000 TON | 29.00000 815741.00| 32.67000 918974.43| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 430B000 700.000 TON | 15.00000 10500.00| 16.20000 11340.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0260 502A000 324602.000 LB | 0.45000 146070.90| 0.59000 191515.18| Steel Reinforcement | | | 0270 524A010 2038.000 CUYD| 260.00000 529880.00| 260.28000 530450.64| Culvert Concrete | | | 0280 530A001 17294.000 LF | 14.00000 242116.00| 21.60000 373550.40| 18" Roadway Pipe (Class 3 R.C.) | | | 0290 530A002 9540.000 LF | 20.00000 190800.00| 25.92000 247276.80| 24" Roadway Pipe (Class 3 R.C.) | | | 0300 530A003 4381.000 LF | 32.00000 140192.00| 37.80000 165601.80| 30" Roadway Pipe (Class 3 R.C.) | | | 0310 530A004 1072.000 LF | 36.00000 38592.00| 45.36000 48625.92| 36" Roadway Pipe (Class 3 R.C.) | | | 0320 530A005 220.000 LF | 60.00000 13200.00| 58.32000 12830.40| 42" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 055 -4 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030725055 COUNTIES : MADISON LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 01087 |( ) |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 530A006 966.000 LF | 74.00000 71484.00| 70.20000 67813.20| 48" Roadway Pipe (Class 3 R.C.) | | | 0340 530A007 207.000 LF | 84.00000 17388.00| 89.64000 18555.48| 54" Roadway Pipe (Class 3 R.C.) | | | 0350 530A101 41.000 LF | 16.00000 656.00| 68.04000 2789.64| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0360 530A102 28.000 LF | 22.00000 616.00| 69.12000 1935.36| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0370 530B001 1008.000 LF | 24.00000 24192.00| 34.56000 34836.48| 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0380 530B002 852.000 LF | 34.00000 28968.00| 44.28000 37726.56| 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0390 530B003 158.000 LF | 42.00000 6636.00| 61.56000 9726.48| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0400 530B004 225.000 LF | 62.00000 13950.00| 77.76000 17496.00| 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0410 530B005 1063.000 LF | 80.00000 85040.00| 98.28000 104471.64| 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0420 530B007 381.000 LF | 102.00000 38862.00| 143.64000 54726.84| 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0430 535A080 140.000 LF | 14.00000 1960.00| 27.49000 3848.60| 18" Side Drain Pipe (Class 3 R.C.) | | | 0440 535B091 70.000 LF | 34.00000 2380.00| 45.36000 3175.20| 29" Span, 18" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0450 600A000 LUMP| 600000.00000 600000.00| 1168465.83000 1168465.83| Mobilization | | | 0460 601A000 1.000 EACH| 10000.00000 10000.00| 13060.60000 13060.60| Furnishing Base, Soil And Structure | | | Laboratories | | | 0470 602A000 96.000 EACH| 100.00000 9600.00| 174.45000 16747.20| Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 055 -5 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030725055 COUNTIES : MADISON LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 01087 |( ) |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 603A002 1.000 EACH| 40000.00000 40000.00| 31289.23000 31289.23| Furnishing Type 3 Field Office | | | 0490 610A004 1079.000 SQYD| 16.00000 17264.00| 28.09000 30309.11| Loose Riprap, Class 2, 24" Thick | | | 0500 610D003 1079.000 SQYD| 2.00000 2158.00| 6.77000 7304.83| Filter Blanket, Geotextile | | | 0510 614A000 167.000 CUYD| 175.00000 29225.00| 212.35000 35462.45| Slope Paving | | | 0520 618B003 449.000 SQYD| 24.00000 10776.00| 51.24000 23006.76| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0530 619A002 38.000 EACH| 300.00000 11400.00| 782.58000 29738.04| 18" Roadway Pipe End Treatment, Class 1 | | | 0540 619A053 7.000 EACH| 450.00000 3150.00| 1203.86000 8427.02| 24" Roadway Pipe End Treatment, Class 2 | | | 0550 619A054 5.000 EACH| 50.00000 250.00| 1797.85000 8989.25| 30" Roadway Pipe End Treatment, Class 2 | | | 0560 619A055 6.000 EACH| 750.00000 4500.00| 1870.77000 11224.62| 36" Roadway Pipe End Treatment, Class 2 | | | 0570 619A057 3.000 EACH| 850.00000 2550.00| 2840.00000 8520.00| 48" Roadway Pipe End Treatment, Class 2 | | | 0580 619A101 8.000 EACH| 400.00000 3200.00| 782.58000 6260.64| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0590 619A231 2.000 EACH| 2000.00000 4000.00| 5349.68000 10699.36| 48" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0600 619B066 2.000 EACH| 750.00000 1500.00| 1062.08000 2124.16| 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0610 619B067 2.000 EACH| 800.00000 1600.00| 1228.16000 2456.32| 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0620 619B070 5.000 EACH| 1400.00000 7000.00| 2275.16000 11375.80| 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0630 619B072 4.000 EACH| 1300.00000 5200.00| 3452.78000 13811.12| 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 055 -6 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030725055 COUNTIES : MADISON LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 01087 |( ) |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 619B117 4.000 EACH| 590.00000 2360.00| 877.11000 3508.44| 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0650 620A000 4.000 CUYD| 600.00000 2400.00| 918.00000 3672.00| Minor Structure Concrete | | | 0660 621A000 16.000 EACH| 1400.00000 22400.00| 2160.00000 34560.00| Junction Boxes, Type 1, 1P Or 5 | | | 0670 621A001 11.000 EACH| 1500.00000 16500.00| 2376.00000 26136.00| Junction Boxes, Type 1, 2P Or 5 | | | 0680 621A004 3.000 EACH| 1200.00000 3600.00| 4104.00000 12312.00| Junction Boxes, Type 4 | | | 0690 621B000 7.000 EACH| 400.00000 2800.00| 739.80000 5178.60| Junction Box Units, Type 1, 1P Or 5 | | | 0700 621B001 6.000 EACH| 400.00000 2400.00| 864.00000 5184.00| Junction Box Units, Type 1, 2P Or 5 | | | 0710 621B004 2.000 EACH| 400.00000 800.00| 1728.00000 3456.00| Junction Box Units, Type 4 | | | 0720 621C015 187.000 EACH| 1200.00000 224400.00| 2376.00000 444312.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0730 621C016 21.000 EACH| 1200.00000 25200.00| 2700.00000 56700.00| Inlets, Type S2 Or S4 (1 Wing) | | | 0740 621C017 17.000 EACH| 1300.00000 22100.00| 2808.00000 47736.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0750 621C018 3.000 EACH| 1700.00000 5100.00| 3078.00000 9234.00| Inlets, Type S2 Or S4 (2 Wing) | | | 0760 621D015 120.000 EACH| 400.00000 48000.00| 486.00000 58320.00| Inlet Units, Type S1 Or S3 | | | 0770 621D016 17.000 EACH| 400.00000 6800.00| 648.00000 11016.00| Inlet Units, Type S2 Or S4 | | | 0780 623A000 124.000 LF | 18.00000 2232.00| 29.45000 3651.80| Concrete Gutter | | | 0790 623B000 1017.000 LF | 8.00000 8136.00| 15.22000 15478.74| Concrete Curb, Type N | | | 0800 623B001 568.000 LF | 35.00000 19880.00| 39.08000 22197.44| Concrete Curb, Type N Special | | | 0810 623C000 79316.000 LF | 7.00000 555212.00| 9.72000 770951.52| Combination Curb & Gutter, Type C | | | 0820 630A001 351.000 LF | 18.00000 6318.00| 12.96000 4548.96| Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 055 -7 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030725055 COUNTIES : MADISON LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 01087 |( ) |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 630C070 6.000 EACH| 500.00000 3000.00| 1512.00000 9072.00| Guardrail End Anchor, Type 10 Series | | | 0840 650B000 54600.000 CUYD| 1.00000 54600.00| 4.92000 268632.00| Topsoil From Stockpiles | | | 0850 652A054 100.000 ACRE| 500.00000 50000.00| 371.62000 37162.00| Seeding (Mix 2A) | | | 0860 652B053 18.000 ACRE| 450.00000 8100.00| 383.23000 6898.14| Temporary Seeding (Mix 2AT) | | | 0870 652D054 18.000 ACRE| 490.00000 8820.00| 371.62000 6689.16| Seeding In Stubble (Mix 2A) | | | 0880 656A000 118.000 ACRE| 350.00000 41300.00| 493.55000 58238.90| Mulching, Class A, Type 1 | | | 0890 660C113 164.000 EACH| 200.00000 32800.00| 267.09000 43802.76| Shrubs, Ilex Aquifolium X Cornuta | | | (Nellie R. Stevens Holly) | | | 0900 660C122 1370.000 EACH| 25.00000 34250.00| 25.55000 35003.50| Shrubs, Abelia Grandiflora 'Edward | | | Goucher' (Edward Goucher Abelia) | | | 0910 660D077 39.000 EACH| 200.00000 7800.00| 435.49000 16984.11| Trees, Prunus Serrulata (Kwanzan Cherry | | | 0920 660D091 18.000 EACH| 500.00000 9000.00| 603.87000 10869.66| Trees, Quercus Lyrata (Overcup Oak) | | | 0930 660D152 18.000 EACH| 200.00000 3600.00| 336.78000 6062.04| Trees, Lagerstroemia Indica X Fauriei | | | 'Natchez' (Natchez Crapemyrtle) | | | 0940 660D163 20.000 EACH| 450.00000 9000.00| 690.96000 13819.20| Trees, Ulmus Parvifolia 'Elmer I' | | | (Allee Elm) | | | 0950 665A000 38.000 ACRE| 450.00000 17100.00| 371.62000 14121.56| Temporary Seeding | | | 0960 665B000 38.000 ACRE| 450.00000 17100.00| 493.55000 18754.90| Temporary Mulching | | | 0970 665C000 100.000 LF | 14.00000 1400.00| 38.93000 3893.00| 15" Temporary Pipe | | | 0980 665E000 1664.000 SQYD| 1.00000 1664.00| 1.98000 3294.72| Polyethylene | | | 0990 665F000 1650.000 EACH| 5.50000 9075.00| 8.43000 13909.50| Hay Bales | | | 1000 665G000 1664.000 EACH| 2.00000 3328.00| 3.54000 5890.56| Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 055 -8 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030725055 COUNTIES : MADISON LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 01087 |( ) |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 665H000 60.000 EACH| 300.00000 18000.00| 647.44000 38846.40| Erosion Control Check Dams, Type 1 | | | 1020 665I000 832.000 TON | 18.00000 14976.00| 27.00000 22464.00| Temporary Riprap, Class 2 | | | 1030 665J000 8320.000 LF | 3.00000 24960.00| 3.47000 28870.40| Silt Fence, Type A | | | 1040 665K000 300.000 CUYD| 20.00000 6000.00| 4.65000 1395.00| Drainage Sump Excavation | | | 1050 680A000 LUMP| 150000.00000 150000.00| 216000.00000 216000.00| Engineering Controls | | | 1052 701A028 1.000 MILE| 2000.00000 2000.00| 1728.00000 1728.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1054 701A032 2.000 MILE| 2000.00000 4000.00| 1890.00000 3780.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1056 701A041 8.000 MILE| 950.00000 7600.00| 1026.00000 8208.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1058 701B009 4116.000 LF | 0.75000 3087.00| 1.06000 4362.96| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1060 701D008 1.000 MILE| 1750.00000 1750.00| 2160.00000 2160.00| Solid Traffic Stripe Removed (Plastic) | | | 1070 701D015 2.000 MILE| 1500.00000 3000.00| 2160.00000 4320.00| Broken Traffic Stripe Removed (Plastic) | | | 1080 701E002 1595.000 LF | 2.50000 3987.50| 1.08000 1722.60| Solid Temporary Traffic Stripe (Plastic | | | 1090 701E012 7040.000 LF | 1.00000 7040.00| 0.92000 6476.80| Broken Temporary Traffic Stripe | | | (Plastic) | | | 1140 703A002 18820.000 SQFT| 2.50000 47050.00| 3.78000 71139.60| Traffic Control Markings, Class 2, Type | | | A | | | 1150 703B002 717.000 SQFT| 3.50000 2509.50| 4.32000 3097.44| Traffic Control Legends, Class 2, Type | | | 1160 703C001 529.000 SQFT| 3.00000 1587.00| 1.89000 999.81| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 055 -9 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030725055 COUNTIES : MADISON LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 01087 |( ) |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 703D001 364.000 SQFT| 150.00000 54600.00| 1.62000 589.68| Temporary Traffic Control Markings | | | 1180 705A030 346.000 EACH| 5.75000 1989.50| 6.48000 2242.08| Pavement Markers, Class A-H, Type 2-C | | | 1190 705A031 364.000 EACH| 5.75000 2093.00| 6.48000 2358.72| Pavement Markers, Class A-H, Type 1-A | | | 1200 705A032 475.000 EACH| 5.75000 2731.25| 6.48000 3078.00| Pavement Markers, Class A-H, Type 1-B | | | 1210 705A037 4.000 EACH| 5.75000 23.00| 6.48000 25.92| Pavement Markers, Class A-H, Type 2-D | | | 1220 705A038 332.000 EACH| 5.75000 1909.00| 6.48000 2151.36| Pavement Markers, Class A-H, Type 2-E | | | 1230 707B003 1.000 EACH| 150.00000 150.00| 174.19000 174.19| Type A Hazard Marker Installation | | | 1240 709A000 6.000 EACH| 175.00000 1050.00| 145.16000 870.96| Milepost, Type A | | | 1250 710A115 481.000 SQFT| 13.95000 6709.95| 17.42000 8379.02| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1260 710A126 510.000 SQFT| 14.95000 7624.50| 19.74000 10067.40| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1270 710A141 27.000 SQFT| 13.95000 376.65| 23.23000 627.21| Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1280 710B001 1644.000 LF | 6.50000 10686.00| 5.52000 9074.88| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1290 730A000 LUMP| 1000.00000 1000.00| 2700.00000 2700.00| Removal Of Existing Traffic Control | | | Unit (SR 255 and SR 53) | | | 1300 730A001 LUMP| 1000.00000 1000.00| 2700.00000 2700.00| Removal Of Existing Traffic Control | | | Unit (SR 255 and Pulaski Pike) | | | 1310 730C000 LUMP| 3650.00000 3650.00| 4320.00000 4320.00| Furnishing And Installing Traffic | | | Control Unit (SR 255 and SR 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 055 -10 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030725055 COUNTIES : MADISON LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 01087 |( ) |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1320 730C001 LUMP| 2250.00000 2250.00| 5940.00000 5940.00| Furnishing And Installing Traffic | | | Control Unit (SR 255 and Pulaski Pike) | | | 1330 730E000 10.000 EACH| 1000.00000 10000.00| 1512.00000 15120.00| Metal Traffic Signal Pole Foundation | | | 1340 730F000 2.000 EACH| 4100.00000 8200.00| 8100.00000 16200.00| Metal Traffic Signal Pole With 45' Mast | | | Arm Assembly | | | 1350 730F001 2.000 EACH| 6500.00000 13000.00| 4536.00000 9072.00| Metal Traffic Signal Pole With 65' Mast | | | Arm Assembly | | | 1360 730G001 6.000 EACH| 4350.00000 26100.00| 5616.00000 33696.00| Metal Traffic Signal Strain Pole | | | 1370 730K000 10.000 EACH| 450.00000 4500.00| 297.00000 2970.00| Traffic Signal Junction Box | | | 1380 730L005 3000.000 LF | 3.60000 10800.00| 4.16000 12480.00| 2", Non-Metallic, Conduit | | | 1390 730N010 10.000 EACH| 680.00000 6800.00| 367.20000 3672.00| Luminaire Extension Assembly, 12' | | | 1400 730P022 24.000 EACH| 950.00000 22800.00| 621.00000 14904.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1410 730Q011 12.000 EACH| 1320.00000 15840.00| 646.92000 7763.04| Pedestrian Signal Head, Type LED | | | 1420 730R052 2.000 EACH| 8900.00000 17800.00| 10368.00000 20736.00| Controller Assembly, 170, 8 Phase | | | 1430 730U005 LUMP| 19100.00000 19100.00| 20196.00000 20196.00| Furnishing And Installing Video | | | Detection System (SR 255 and SR 53) | | | 1440 730U007 LUMP| 19100.00000 19100.00| 19872.00000 19872.00| Furnishing And Installing Video | | | Detection System (SR 255 and Pulaski | | | Pike) | | | 1450 740B000 1175.000 SQFT| 9.00000 10575.00| 21.05000 24733.75| Construction Signs | | | 1460 740D000 200.000 EACH| 45.00000 9000.00| 93.04000 18608.00| Channelizing Drums | | | 1470 740E000 200.000 EACH| 25.00000 5000.00| 23.76000 4752.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 055 -11 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030725055 COUNTIES : MADISON LETTING DATE : 07/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 01087 |( ) |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1480 740F002 29.000 EACH| 250.00000 7250.00| 322.20000 9343.80| Barricades, Type III | | | 1490 740I005 19.000 EACH| 200.00000 3800.00| 1324.99000 25174.81| Warning Lights, Type B (Detachable Head | | | 1500 740M001 200.000 EACH| 5.00000 1000.00| 8.91000 1782.00| Ballast For Cone | | | 1510 741C010 1.000 EACH| 2000.00000 2000.00| 6562.31000 6562.31| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1520 756A001 100.000 LF | 12.00000 1200.00| 9.18000 918.00| 3" Electrical Conduit, 1 Line, Type 1 | | | Installation | | | 1530 756A006 1933.000 LF | 13.50000 26095.50| 12.42000 24007.86| 4" Electrical Conduit, 1 Line, Type 1 | | | Installation | | | 1540 999 000 5000.000 HOUR| 0.80000 4000.00| 0.80000 4000.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,310,545.20| $ 13,854,348.13| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,310,545.20| $ 13,854,348.13| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20030725056 COUNTIES : DALE LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-9461(600) for constructing the Resurfacing and Traffic Stripe on C.R.#47 from the Houston County line to S.R.#134 in Pinckard. Length 5.133 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 363,030.00 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 392,997.00 108.2547% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030725056 COUNTIES : DALE LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 97.000 SQYD| 25.00000 2425.00| 33.00000 3201.00| Removing Concrete Driveway | | | 0020 401B100 73710.000 SQYD| 0.75000 55282.50| 0.60000 44226.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 200.000 GAL | 3.00000 600.00| 3.01000 602.00| Tack Coat | | | 0040 429A221 5950.000 TON | 39.15000 232942.50| 44.70000 265965.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429A226 300.000 TON | 41.50000 12450.00| 58.00000 17400.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 429B225 50.000 TON | 75.00000 3750.00| 101.30000 5065.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 600A000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| Mobilization | | | 0080 701A031 10.000 MILE| 1050.00000 10500.00| 1050.00000 10500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 7.000 MILE| 1180.00000 8260.00| 1180.00000 8260.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 3.000 MILE| 880.00000 2640.00| 880.00000 2640.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 6.000 MILE| 350.00000 2100.00| 350.00000 2100.00| Broken Temporary Traffic Stripe | | | 0120 701C001 14.000 MILE| 420.00000 5880.00| 420.00000 5880.00| Solid Temporary Traffic Stripe | | | 0130 703A002 233.000 SQFT| 2.00000 466.00| 2.00000 466.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030725056 COUNTIES : DALE LETTING DATE : 07/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703B002 23.000 SQFT| 3.00000 69.00| 3.00000 69.00| Traffic Control Legends, Class 2, Type | | | 0150 703D001 160.000 SQFT| 1.00000 160.00| 1.00000 160.00| Temporary Traffic Control Markings | | | 0160 705A032 211.000 EACH| 5.00000 1055.00| 5.00000 1055.00| Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 370.000 EACH| 5.00000 1850.00| 5.00000 1850.00| Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 280.000 SQFT| 7.50000 2100.00| 7.35000 2058.00| Construction Signs | | | 0190 740O000 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| Pilot Car | | | SECTION TOTALS | $ 363,030.00| $ 392,997.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 363,030.00| $ 392,997.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 070 -1 VENDOR RANKING CALL ORDER : 070 CONTRACT ID : 20030725070 COUNTIES : JEFFERSON LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-037-007-003 for constructing the Additional Lane (Dual Turn Lane) on S.R.#7 (U.S.#11) from near S.R.#75 (Centerpoint Parkway) to south of Medical Park Drive in Roebuck. Length - 1.079 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 249,041.30 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 298,029.53 119.6707% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 070 -2 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20030725070 COUNTIES : JEFFERSON LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( ) |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C002 3847.000 SQYD| 6.71000 25813.37| 10.49000 40355.03| Removing Concrete Slope Paving | | | 0020 206D002 7970.000 LF | 1.28000 10201.60| 5.90000 47023.00| Removing Curb | | | 0030 405A000 171.000 GAL | 1.19000 203.49| 0.98000 167.58| Tack Coat | | | 0040 408A052 5690.000 SQYD| 2.85000 16216.50| 1.93000 10981.70| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 714.000 TON | 53.44000 38156.16| 45.07000 32179.98| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B652 776.000 TON | 46.23000 35874.48| 43.05000 33406.80| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0070 424B682 1555.000 TON | 47.62000 74049.10| 40.07000 62308.85| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 2647.35000 2647.35| 20045.71000 20045.71| Mobilization | | | 0090 623B001 34.000 LF | 36.75000 1249.50| 65.56000 2229.04| Concrete Curb, Type N Special | | | 0100 701A028 1.000 MILE| 1155.00000 1155.00| 1362.92000 1362.92| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A046 2.000 MILE| 787.50000 1575.00| 929.26000 1858.52| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 3.000 MILE| 1470.00000 4410.00| 1734.63000 5203.89| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 750.000 LF | 0.63000 472.50| 0.76000 570.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 070 -3 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20030725070 COUNTIES : JEFFERSON LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( ) |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 2.000 MILE| 367.50000 735.00| 433.66000 867.32| Broken Temporary Traffic Stripe | | | 0150 701C001 4.000 MILE| 367.50000 1470.00| 433.66000 1734.64| Solid Temporary Traffic Stripe | | | 0160 701D008 1.000 MILE| 1470.00000 1470.00| 1734.63000 1734.63| Solid Traffic Stripe Removed (Plastic) | | | 0170 703A002 1628.000 SQFT| 2.63000 4281.64| 2.48000 4037.44| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 269.000 SQFT| 3.68000 989.92| 2.48000 667.12| Traffic Control Legends, Class 2, Type | | | 0190 703D001 64.000 SQFT| 1.58000 101.12| 1.25000 80.00| Temporary Traffic Control Markings | | | 0200 705A030 358.000 EACH| 5.25000 1879.50| 6.20000 2219.60| Pavement Markers, Class A-H, Type 2-C | | | 0210 705A032 132.000 EACH| 5.25000 693.00| 6.20000 818.40| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 253.000 EACH| 5.25000 1328.25| 6.20000 1568.60| Pavement Markers, Class A-H, Type 2-D | | | 0230 730H001 848.000 LF | 3.15000 2671.20| 2.79000 2365.92| Loop Wire | | | 0240 730I001 110.000 LF | 2.10000 231.00| 1.25000 137.50| Loop Detector Lead-In-Cable | | | 0250 740B000 771.000 SQFT| 7.72000 5952.12| 9.50000 7324.50| Construction Signs | | | 0260 740D000 250.000 EACH| 57.33000 14332.50| 65.55000 16387.50| Channelizing Drums | | | 0270 741C010 1.000 EACH| 882.00000 882.00| 393.34000 393.34| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 249,041.30| $ 298,029.53| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 249,041.30| $ 298,029.53| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 071 -1 VENDOR RANKING CALL ORDER : 071 CONTRACT ID : 20030725071 COUNTIES : MONTGOMERY LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 99-306-513-008-301 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#8 (U.S.#80) from just west of East Boulevard to just east of Bell Road in Montgomery. Length 1.235 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 614,520.02 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 674,950.05 109.8337% 3 01087 APAC-SOUTHEAST, INC. $ 684,245.24 111.3463% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 071 -2 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030725071 COUNTIES : MONTGOMERY LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0005 210A000 100.000 CUYD| 10.00000 1000.00| 14.75000 1475.00| 34.75000 3475.00 Unclassified Excavation | | | 0010 210D021 300.000 CUYD| 12.00000 3600.00| 8.25000 2475.00| 26.70000 8010.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 404E002 3445.000 TON | 47.35000 163120.75| 48.40000 166738.00| 48.95000 168632.75 Paver-Laid Surface Treatment, Plant Mix | | | Production, Type C Gradation | | | 0030 404F000 68833.000 SQYD| 3.45000 237473.85| 3.95000 271890.35| 4.32000 297358.56 Paver-Laid Surface Treatment, Placement | | | 0040 408A051 31070.000 SQYD| 1.45000 45051.50| 1.65000 51265.50| 1.55000 48158.50 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 424A286 600.000 TON | 32.50000 19500.00| 46.25000 27750.00| 41.20000 24720.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0055 424A361 30.000 TON | 65.00000 1950.00| 46.50000 1395.00| 65.75000 1972.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B285 100.000 TON | 95.00000 9500.00| 68.00000 6800.00| 92.40000 9240.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0062 424B681 40.000 TON | 65.00000 2600.00| 42.25000 1690.00| 68.50000 2740.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0064 424C360 60.000 TON | 65.00000 3900.00| 42.00000 2520.00| 63.85000 3831.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0066 535A078 60.000 LF | 24.00000 1440.00| 43.75000 2625.00| 52.95000 3177.00 15" Side Drain Pipe (Class 3 R.C.) | | | 0070 600A000 LUMP| 58000.00000 58000.00| 65180.00000 65180.00| 40000.00000 40000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 071 -3 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030725071 COUNTIES : MONTGOMERY LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 619A100 2.000 EACH| 552.61000 1105.22| 1925.00000 3850.00| 1235.00000 2470.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0080 652A056 1.000 ACRE| 470.00000 470.00| 500.00000 500.00| 600.00000 600.00 Seeding (Mix 2E) | | | 0090 656A000 1.000 ACRE| 445.00000 445.00| 500.00000 500.00| 600.00000 600.00 Mulching, Class A, Type 1 | | | 0100 665F000 25.000 EACH| 4.50000 112.50| 10.00000 250.00| 10.00000 250.00 Hay Bales | | | 0110 665J000 150.000 LF | 2.50000 375.00| 12.50000 1875.00| 4.00000 600.00 Silt Fence, Type A | | | 0120 701A028 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| 2020.20000 4040.40 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A032 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 2020.20000 2020.20 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A041 5.000 MILE| 1000.00000 5000.00| 1000.00000 5000.00| 1010.10000 5050.50 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701B009 5245.000 LF | 0.78000 4091.10| 0.78000 4091.10| 0.79000 4143.55 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 7.000 MILE| 400.00000 2800.00| 400.00000 2800.00| 404.04000 2828.28 Broken Temporary Traffic Stripe | | | 0170 701C001 3.000 MILE| 500.00000 1500.00| 500.00000 1500.00| 505.05000 1515.15 Solid Temporary Traffic Stripe | | | 0180 703A002 4744.000 SQFT| 2.25000 10674.00| 2.25000 10674.00| 2.27000 10768.88 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 830.000 SQFT| 3.25000 2697.50| 3.25000 2697.50| 3.28000 2722.40 Traffic Control Legends, Class 2, Type | | | 0200 703D002 4197.000 SQFT| 1.30000 5456.10| 1.30000 5456.10| 1.31000 5498.07 Temporary Traffic Control Markings | | | (Paint) | | | 0210 705A030 120.000 EACH| 5.25000 630.00| 5.25000 630.00| 5.30000 636.00 Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 330.000 EACH| 5.25000 1732.50| 5.25000 1732.50| 5.30000 1749.00 Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 071 -4 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030725071 COUNTIES : MONTGOMERY LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 740B000 1340.000 SQFT| 6.75000 9045.00| 11.00000 14740.00| 8.00000 10720.00 Construction Signs | | | 0240 740D000 150.000 EACH| 75.00000 11250.00| 63.00000 9450.00| 101.45000 15217.50 Channelizing Drums | | | 0250 741C010 1.000 EACH| 4000.00000 4000.00| 1400.00000 1400.00| 1500.00000 1500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 614,520.02| $ 674,950.05| $ 684,245.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 614,520.02| $ 674,950.05| $ 684,245.24 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 072 -1 VENDOR RANKING CALL ORDER : 072 CONTRACT ID : 20030725072 COUNTIES : BUTLER LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-506-013-593-301 for constructing the Scour Restoration at Pigeon Creek and Relief east of Mashville. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23070 WINSTON CONTRACTING, L.L.C. $ 189,992.20 100.0000% 2 03047 CARTER'S CONTRACTING SERVICES, INC. $ 197,788.00 104.1032% 3 03081 CARDWELL CORPORATION $ 211,250.00 111.1888% 4 03100 CARSENN CONSTRUCTION COMPANY, INC. $ 220,520.26 116.0681% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 072 -2 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030725072 COUNTIES : BUTLER LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23070 |( 2 ) 03047 |( 3 ) 03081 |WINSTON CONTRACTING, L.L.C. |CARTER'S CONTRACTING SERVIC |CARDWELL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210E000 2200.000 CUYD| 15.00000 33000.00| 5.00000 11000.00| 10.00000 22000.00 Borrow Excavation (Underwater Backfill) | | | 0020 504G000 42.000 LF | 350.00000 14700.00| 350.00000 14700.00| 400.00000 16800.00 Steel Piling Encasement, Wet Condition | | | 0030 504G001 7.000 LF | 275.00000 1925.00| 350.00000 2450.00| 300.00000 2100.00 Steel Piling Encasement, Dry Condition | | | 0040 600A000 LUMP| 6000.00000 6000.00| 16185.00000 16185.00| 4000.00000 4000.00 Mobilization | | | 0050 610C001 5150.000 TON | 23.50000 121025.00| 26.50000 136475.00| 29.00000 149350.00 Loose Riprap, Class 2 | | | 0060 610D003 4860.000 SQYD| 1.75000 8505.00| 2.20000 10692.00| 2.00000 9720.00 Filter Blanket, Geotextile | | | 0070 665J000 500.000 LF | 2.00000 1000.00| 2.50000 1250.00| 4.00000 2000.00 Silt Fence, Type A | | | 0080 665L000 100.000 LF | 10.00000 1000.00| 11.00000 1100.00| 20.00000 2000.00 Floating Basin Boom | | | 0090 740B000 328.000 SQFT| 8.65000 2837.20| 12.00000 3936.00| 10.00000 3280.00 Construction Signs | | | SECTION TOTALS | $ 189,992.20| $ 197,788.00| $ 211,250.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 189,992.20| $ 197,788.00| $ 211,250.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 072 -3 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030725072 COUNTIES : BUTLER LETTING DATE : 07/25/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 03100 |( ) |( ) |CARSENN CONSTRUCTION CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210E000 2200.000 CUYD| 8.00000 17600.00| | Borrow Excavation (Underwater Backfill) | | | 0020 504G000 42.000 LF | 315.00000 13230.00| | Steel Piling Encasement, Wet Condition | | | 0030 504G001 7.000 LF | 250.00000 1750.00| | Steel Piling Encasement, Dry Condition | | | 0040 600A000 LUMP| 21868.26000 21868.26| | Mobilization | | | 0050 610C001 5150.000 TON | 28.00000 144200.00| | Loose Riprap, Class 2 | | | 0060 610D003 4860.000 SQYD| 3.00000 14580.00| | Filter Blanket, Geotextile | | | 0070 665J000 500.000 LF | 3.00000 1500.00| | Silt Fence, Type A | | | 0080 665L000 100.000 LF | 12.00000 1200.00| | Floating Basin Boom | | | 0090 740B000 328.000 SQFT| 14.00000 4592.00| | Construction Signs | | | SECTION TOTALS | $ 220,520.26| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 220,520.26| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 073 -1 VENDOR RANKING CALL ORDER : 073 CONTRACT ID : 20030725073 COUNTIES : BALDWIN LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 CONTRACT TIME : 720 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : 99-509-022-182-348 for constructing the Maintenance Dredging at Little Lagoon Pass southwest of Gulf Shores. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10013 JORDAN PILE DRIVING, INC. $ 492,000.00 100.0000% 2 07043 GULF SAND & GRAVEL, INC. $ 523,500.00 106.4024% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 073 -2 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030725073 COUNTIES : BALDWIN LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 10013 |( 2 ) 07043 |( ) |JORDAN PILE DRIVING, INC. |GULF SAND & GRAVEL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210J000 1100.000 HOUR| 189.00000 207900.00| 86.00000 94600.00| Dredge Pumping | | | 0020 210K000 12.000 EACH| 2500.00000 30000.00| 500.00000 6000.00| Setting Up And Dismantling Of Dredging | | | Equipment | | | 0030 210L000 24.000 MNTH| 9900.00000 237600.00| 16000.00000 384000.00| Rental Of Dredging Equipment | | | 0040 600A000 LUMP| 16500.00000 16500.00| 38900.00000 38900.00| Mobilization | | | SECTION TOTALS | $ 492,000.00| $ 523,500.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 492,000.00| $ 523,500.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 074 -1 VENDOR RANKING CALL ORDER : 074 CONTRACT ID : 20030725074 COUNTIES : SHELBY LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-603-371-620-310 for constructing the Traffic Stripe and Pavement Markers on I-65 from the Chilton County line to the Jefferson County line. Length - 19.033 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 15007 OZARK STRIPING COMPANY, INC. $ 403,538.50 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 074 -2 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030725074 COUNTIES : SHELBY LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 15007 |( 2 ) 07043 |( ) |OZARK STRIPING CO., INC. |GULF SAND & GRAVEL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 600A000 LUMP| 20000.00000 20000.00| | Mobilization | | | 0020 701A061 1.000 MILE| 6311.00000 6311.00| | Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0030 701A065 1.000 MILE| 17746.00000 17746.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0040 701A073 1.000 MILE| 18472.00000 18472.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0050 701A080 42.000 MILE| 880.00000 36960.00| | Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 0060 701A081 42.000 MILE| 880.00000 36960.00| | Solid Yellow,Cl 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 0070 701A082 46.000 MILE| 450.00000 20700.00| | Broken White, Class 2T,Type A, Traffic | | | Stripe(6"Wide) | | | 0080 701B010 12000.000 LF | 0.37000 4440.00| | Dotted ,Class 2T,Type A,Traffic Stripe | | | (6"Wide) | | | 0090 701D008 1.000 MILE| 1750.00000 1750.00| | Solid Traffic Stripe Removed (Plastic) | | | 0100 701D015 1.000 MILE| 1500.00000 1500.00| | Broken Traffic Stripe Removed (Plastic) | | | 0110 703A002 22486.000 SQFT| 2.50000 56215.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0120 703B002 426.000 SQFT| 3.50000 1491.00| | Traffic Control Legends, Class 2, Type | | | 0130 703C001 22912.000 SQFT| 3.00000 68736.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0140 705A030 2136.000 EACH| 6.25000 13350.00| | Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 074 -3 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030725074 COUNTIES : SHELBY LETTING DATE : 07/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 15007 |( 2 ) 07043 |( ) |OZARK STRIPING CO., INC. |GULF SAND & GRAVEL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 705A031 5441.000 EACH| 6.25000 34006.25| | Pavement Markers, Class A-H, Type 1-A | | | 0160 705A032 2117.000 EACH| 6.25000 13231.25| | Pavement Markers, Class A-H, Type 1-B | | | 0170 728A000 2.000 EACH| 15000.00000 30000.00| | Truck Mounted Impact Attenuator Unit | | | 0180 740B000 999.000 SQFT| 10.00000 9990.00| | Construction Signs | | | 0190 740C000 93.000 SQFT| 10.00000 930.00| | Special Construction Signs | | | 0200 740E000 230.000 EACH| 15.00000 3450.00| | Cones (36 Inches High) | | | 0210 740M001 230.000 EACH| 10.00000 2300.00| | Ballast For Cone | | | 0220 741C010 1.000 EACH| 1500.00000 1500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0230 742A001 1.000 EACH| 3500.00000 3500.00| | Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 403,538.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 403,538.50| $ 523,500.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 075 -1 VENDOR RANKING CALL ORDER : 075 CONTRACT ID : 20030725075 COUNTIES : CONECUH LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-709-183-065-313 for constructing the Slide Corrections on I-65 at MP 88.916 NB and at MP 89.105 NB at Hamden Ridge. Length 0.189 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 139,797.56 100.0000% 2 03047 CARTER'S CONTRACTING SERVICES, INC. $ 145,145.00 103.8251% 3 02096 E. O. BYARS CONSTRUCTION, INC. $ 157,288.00 112.5113% 4 18005 GRADY RALLS & SONS, INC. $ 174,832.30 125.0611% 5 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 178,550.13 127.7205% 6 03081 CARDWELL CORPORATION $ 178,580.00 127.7419% 7 06005 FLOYD CONSTRUCTION COMPANY, INC. $ 265,143.00 189.6621% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 075 -2 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030725075 COUNTIES : CONECUH LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 03047 |( 3 ) 02096 |HOSEA O. WEAVER & SONS, INC |CARTER'S CONTRACTING SERVIC |E. O. BYARS CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 8120.66000 8120.66| 1464.50000 1464.50| 4000.00000 4000.00 Clearing & Grubbing (Approximately 0.5 | | | ACRE) | | | 0020 206D007 390.000 LF | 1.81000 705.90| 10.00000 3900.00| 2.50000 975.00 Removing Concrete Flume | | | 0030 206D011 200.000 LF | 2.13000 426.00| 3.00000 600.00| 3.00000 600.00 Removing Fence | | | 0040 210A000 3637.000 CUYD| 5.07000 18439.59| 3.00000 10911.00| 5.00000 18185.00 Unclassified Excavation | | | 0050 210D012 6063.000 CUYD| 7.07000 42865.41| 7.00000 42441.00| 8.00000 48504.00 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0060 243A020 4708.000 SQYD| 2.20000 10357.60| 6.00000 28248.00| 1.50000 7062.00 Geosynthetic Reinforcement For | | | Reinforced Slopes, Type 1 | | | 0070 600A000 LUMP| 15864.42000 15864.42| 4000.00000 4000.00| 8000.00000 8000.00 Mobilization | | | 0080 606A012 975.000 LF | 6.70000 6532.50| 14.00000 13650.00| 18.00000 17550.00 6" Underdrain Pipe, Type 8 | | | 0090 606A013 121.000 LF | 9.10000 1101.10| 14.00000 1694.00| 20.00000 2420.00 8" Underdrain Pipe, Type 8 | | | 0100 614A000 71.000 CUYD| 228.56000 16227.76| 250.00000 17750.00| 275.00000 19525.00 Slope Paving | | | 0110 635A000 200.000 LF | 5.71000 1142.00| 7.00000 1400.00| 6.00000 1200.00 Woven Wire Fence | | | 0120 650A000 220.000 CUYD| 12.18000 2679.60| 8.00000 1760.00| 8.50000 1870.00 Topsoil | | | 0130 654A001 1489.000 SQYD| 3.43000 5107.27| 3.50000 5211.50| 6.00000 8934.00 Solid Sodding (Bermuda) | | | 0140 659A000 1362.000 SQYD| 2.29000 3118.98| 2.50000 3405.00| 4.00000 5448.00 Erosion Control Netting, Class A | | | 0150 665F000 30.000 EACH| 6.05000 181.50| 5.00000 150.00| 6.00000 180.00 Hay Bales | | | 0160 665G000 100.000 EACH| 4.59000 459.00| 9.00000 900.00| 3.50000 350.00 Sand Bags | | | 0170 665J000 300.000 LF | 3.82000 1146.00| 3.00000 900.00| 4.75000 1425.00 Silt Fence, Type A | | | 0180 740B000 356.000 SQFT| 6.42000 2285.52| 10.00000 3560.00| 10.00000 3560.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 075 -3 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030725075 COUNTIES : CONECUH LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 03047 |( 3 ) 02096 |HOSEA O. WEAVER & SONS, INC |CARTER'S CONTRACTING SERVIC |E. O. BYARS CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 740D000 50.000 EACH| 46.72000 2336.00| 40.00000 2000.00| 70.00000 3500.00 Channelizing Drums | | | 0200 741C010 1.000 EACH| 700.75000 700.75| 1200.00000 1200.00| 4000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 139,797.56| $ 145,145.00| $ 157,288.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 139,797.56| $ 145,145.00| $ 157,288.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 075 -4 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030725075 COUNTIES : CONECUH LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 18005 |( 5 ) 23056 |( 6 ) 03081 |GRADY RALLS & SONS, INC. |JOHN G. WALTON CONSTRUCTION |CARDWELL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3000.00000 3000.00| 4278.00000 4278.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 0.5 | | | ACRE) | | | 0020 206D007 390.000 LF | 4.00000 1560.00| 3.71000 1446.90| 6.00000 2340.00 Removing Concrete Flume | | | 0030 206D011 200.000 LF | 2.50000 500.00| 0.92000 184.00| 3.00000 600.00 Removing Fence | | | 0040 210A000 3637.000 CUYD| 7.50000 27277.50| 8.58000 31205.46| 6.00000 21822.00 Unclassified Excavation | | | 0050 210D012 6063.000 CUYD| 8.00000 48504.00| 10.37000 62873.31| 10.00000 60630.00 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0060 243A020 4708.000 SQYD| 6.50000 30602.00| 3.06000 14406.48| 4.00000 18832.00 Geosynthetic Reinforcement For | | | Reinforced Slopes, Type 1 | | | 0070 600A000 LUMP| 8000.00000 8000.00| 5676.00000 5676.00| 10000.00000 10000.00 Mobilization | | | 0080 606A012 975.000 LF | 8.25000 8043.75| 17.61000 17169.75| 15.00000 14625.00 6" Underdrain Pipe, Type 8 | | | 0090 606A013 121.000 LF | 10.50000 1270.50| 28.18000 3409.78| 15.00000 1815.00 8" Underdrain Pipe, Type 8 | | | 0100 614A000 71.000 CUYD| 310.00000 22010.00| 258.73000 18369.83| 275.00000 19525.00 Slope Paving | | | 0110 635A000 200.000 LF | 6.25000 1250.00| 5.57000 1114.00| 10.00000 2000.00 Woven Wire Fence | | | 0120 650A000 220.000 CUYD| 9.00000 1980.00| 12.07000 2655.40| 15.00000 3300.00 Topsoil | | | 0130 654A001 1489.000 SQYD| 3.65000 5434.85| 3.06000 4556.34| 4.00000 5956.00 Solid Sodding (Bermuda) | | | 0140 659A000 1362.000 SQYD| 1.85000 2519.70| 2.17000 2955.54| 1.50000 2043.00 Erosion Control Netting, Class A | | | 0150 665F000 30.000 EACH| 6.00000 180.00| 11.77000 353.10| 4.00000 120.00 Hay Bales | | | 0160 665G000 100.000 EACH| 4.50000 450.00| 6.99000 699.00| 5.00000 500.00 Sand Bags | | | 0170 665J000 300.000 LF | 6.00000 1800.00| 5.32000 1596.00| 4.00000 1200.00 Silt Fence, Type A | | | 0180 740B000 356.000 SQFT| 12.50000 4450.00| 7.79000 2773.24| 12.00000 4272.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 075 -5 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030725075 COUNTIES : CONECUH LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 18005 |( 5 ) 23056 |( 6 ) 03081 |GRADY RALLS & SONS, INC. |JOHN G. WALTON CONSTRUCTION |CARDWELL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 740D000 50.000 EACH| 40.00000 2000.00| 28.28000 1414.00| 40.00000 2000.00 Channelizing Drums | | | 0200 741C010 1.000 EACH| 4000.00000 4000.00| 1414.00000 1414.00| 2000.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 174,832.30| $ 178,550.13| $ 178,580.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 174,832.30| $ 178,550.13| $ 178,580.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 075 -6 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030725075 COUNTIES : CONECUH LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 06005 |( ) |( ) |FLOYD 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| 4000.00000 4000.00| | Clearing & Grubbing (Approximately 0.5 | | | ACRE) | | | 0020 206D007 390.000 LF | 9.00000 3510.00| | Removing Concrete Flume | | | 0030 206D011 200.000 LF | 6.00000 1200.00| | Removing Fence | | | 0040 210A000 3637.000 CUYD| 12.00000 43644.00| | Unclassified Excavation | | | 0050 210D012 6063.000 CUYD| 12.00000 72756.00| | Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0060 243A020 4708.000 SQYD| 10.00000 47080.00| | Geosynthetic Reinforcement For | | | Reinforced Slopes, Type 1 | | | 0070 600A000 LUMP| 24000.00000 24000.00| | Mobilization | | | 0080 606A012 975.000 LF | 14.00000 13650.00| | 6" Underdrain Pipe, Type 8 | | | 0090 606A013 121.000 LF | 16.00000 1936.00| | 8" Underdrain Pipe, Type 8 | | | 0100 614A000 71.000 CUYD| 240.00000 17040.00| | Slope Paving | | | 0110 635A000 200.000 LF | 6.00000 1200.00| | Woven Wire Fence | | | 0120 650A000 220.000 CUYD| 20.00000 4400.00| | Topsoil | | | 0130 654A001 1489.000 SQYD| 6.00000 8934.00| | Solid Sodding (Bermuda) | | | 0140 659A000 1362.000 SQYD| 2.50000 3405.00| | Erosion Control Netting, Class A | | | 0150 665F000 30.000 EACH| 6.00000 180.00| | Hay Bales | | | 0160 665G000 100.000 EACH| 5.00000 500.00| | Sand Bags | | | 0170 665J000 300.000 LF | 6.00000 1800.00| | Silt Fence, Type A | | | 0180 740B000 356.000 SQFT| 18.00000 6408.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/28/03 PAGE : 075 -7 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030725075 COUNTIES : CONECUH LETTING DATE : 07/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 06005 |( ) |( ) |FLOYD CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 740D000 50.000 EACH| 70.00000 3500.00| | Channelizing Drums | | | 0200 741C010 1.000 EACH| 6000.00000 6000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 265,143.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 265,143.00| $ 0.00| $ ====================================================================================================================================