ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20031107002 COUNTIES : JEFFERSON LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : APD-471(519) for constructing the Dual Bridges on Corridor "X" at Jim Walters Drive northeast of West Jefferson. Length 0.033 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 1,627,198.00 100.0000% 2 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 1,652,698.00 101.5671% 3 13099 MCINNIS, LLC $ 1,718,839.00 105.6318% 4 23071 WARRIOR CONSTRUCTORS, INC. $ 1,865,549.00 114.6479% 5 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,893,371.00 116.3578% 6 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 2,127,601.00 130.7524% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031107002 COUNTIES : JEFFERSON LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 23025 |( 3 ) 13099 |THE MORRIS GROUP, INC. |WRIGHT BROTHERS CONSTRUCTIO |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 502A000 338600.000 LB | 0.50000 169300.00| 0.46000 155756.00| 0.50000 169300.00 Steel Reinforcement | | | 0020 502B000 LUMP| 45250.00000 45250.00| 36000.00000 36000.00| 43000.00000 43000.00 Steel Reinforcement For Bridge | | | Superstructure, sta. 4303+89.53, | | | approximately 85,800 | | | 0030 502B001 LUMP| 45250.00000 45250.00| 36000.00000 36000.00| 43000.00000 43000.00 Steel Reinforcement For Bridge | | | Superstructure sta. 4303+89.53, | | | approximately 86,100 | | | 0040 506A003 320.000 LF | 74.00000 23680.00| 70.00000 22400.00| 145.00000 46400.00 Drilled Shaft Excavation, 5'-0" Diamete | | | 0050 506A005 977.000 LF | 48.00000 46896.00| 45.00000 43965.00| 125.00000 122125.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0060 506B002 144.000 LF | 265.00000 38160.00| 550.00000 79200.00| 675.00000 97200.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0070 506B005 120.000 LF | 504.00000 60480.00| 650.00000 78000.00| 800.00000 96000.00 Special Drilled Shaft Excavation, 5'-0" | | | Diameter | | | 0080 506C041 1121.000 LF | 53.00000 59413.00| 50.00000 56050.00| 65.00000 72865.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0090 506C044 440.000 LF | 95.00000 41800.00| 90.00000 39600.00| 65.00000 28600.00 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0100 506G001 2.000 EACH| 530.00000 1060.00| 1000.00000 2000.00| 3500.00000 7000.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0110 506G004 2.000 EACH| 530.00000 1060.00| 1000.00000 2000.00| 3500.00000 7000.00 Crosshole Sonic Logging, 5'-0" Diameter | | | 0120 508A000 17800.000 LB | 2.00000 35600.00| 2.00000 35600.00| 3.50000 62300.00 Structural Steel | | | 0130 510A000 762.000 CUYD| 320.00000 243840.00| 300.00000 228600.00| 300.00000 228600.00 Bridge Substructure Concrete, Class A | | | 0140 510C001 LUMP| 127000.00000 127000.00| 185000.00000 185000.00| 130000.00000 130000.00 Bridge Concrete Superstructure sta. | | | 4303+89.53, approximately 335 cu. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031107002 COUNTIES : JEFFERSON LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 23025 |( 3 ) 13099 |THE MORRIS GROUP, INC. |WRIGHT BROTHERS CONSTRUCTIO |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 510C002 LUMP| 127000.00000 127000.00| 185000.00000 185000.00| 130000.00000 130000.00 Bridge Concrete Superstructure sta. | | | 4303+89.53, approximatey 338 cu. | | | 0160 510E000 2500.000 SQYD| 2.00000 5000.00| 2.00000 5000.00| 3.00000 7500.00 Grooving Concrete Bridge Decks | | | 0170 511A050 72.000 EACH| 75.00000 5400.00| 150.00000 10800.00| 100.00000 7200.00 Elastomeric Bearing Type 2(Mark B1) | | | 0180 511A052 36.000 EACH| 95.00000 3420.00| 150.00000 5400.00| 100.00000 3600.00 Elastomeric Bearing Type 2(Mark B3) | | | 0190 513B003 1562.000 LF | 60.00000 93720.00| 57.00000 89034.00| 55.00000 85910.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0200 513B005 1518.000 LF | 100.00000 151800.00| 78.50000 119163.00| 88.00000 133584.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0210 600A000 LUMP| 187500.00000 187500.00| 120000.00000 120000.00| 89000.00000 89000.00 Mobilization | | | 0220 601A000 1.000 EACH| 5000.00000 5000.00| 11000.00000 11000.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0230 603A002 1.000 EACH| 20000.00000 20000.00| 11000.00000 11000.00| 20000.00000 20000.00 Furnishing Type 3 Field Office | | | 0240 610C001 1450.000 TON | 19.00000 27550.00| 21.00000 30450.00| 18.00000 26100.00 Loose Riprap, Class 2 | | | 0250 610D000 1350.000 SQYD| 2.00000 2700.00| 2.00000 2700.00| 3.00000 4050.00 Filter Blanket | | | 0260 635A000 988.000 LF | 3.00000 2964.00| 5.00000 4940.00| 10.00000 9880.00 Woven Wire Fence | | | 0270 650A000 1000.000 CUYD| 3.00000 3000.00| 6.00000 6000.00| 9.00000 9000.00 Topsoil | | | 0280 658A001 2.000 ACRE| 1500.00000 3000.00| 1500.00000 3000.00| 1600.00000 3200.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0290 665A000 2.000 ACRE| 500.00000 1000.00| 500.00000 1000.00| 550.00000 1100.00 Temporary Seeding | | | 0300 665B000 2.000 ACRE| 500.00000 1000.00| 500.00000 1000.00| 400.00000 800.00 Temporary Mulching | | | 0310 665F000 70.000 EACH| 6.00000 420.00| 6.00000 420.00| 8.00000 560.00 Hay Bales | | | 0320 665J000 1300.000 LF | 3.00000 3900.00| 4.00000 5200.00| 5.00000 6500.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031107002 COUNTIES : JEFFERSON LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 23025 |( 3 ) 13099 |THE MORRIS GROUP, INC. |WRIGHT BROTHERS CONSTRUCTIO |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665K000 40.000 CUYD| 10.00000 400.00| 20.00000 800.00| 15.00000 600.00 Drainage Sump Excavation | | | 0340 680A000 LUMP| 31000.00000 31000.00| 30000.00000 30000.00| 5000.00000 5000.00 Engineering Controls | | | 0350 740B000 84.000 SQFT| 10.00000 840.00| 10.00000 840.00| 10.00000 840.00 Construction Signs | | | 0360 740D000 105.000 EACH| 59.00000 6195.00| 60.00000 6300.00| 65.00000 6825.00 Channelizing Drums | | | 0370 740F002 8.000 EACH| 250.00000 2000.00| 160.00000 1280.00| 200.00000 1600.00 Barricades, Type III | | | 0380 740I005 4.000 EACH| 450.00000 1800.00| 100.00000 400.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | 0390 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,627,198.00| $ 1,652,698.00| $ 1,718,839.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,627,198.00| $ 1,652,698.00| $ 1,718,839.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031107002 COUNTIES : JEFFERSON LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23071 |( 5 ) 01007 |( 6 ) 04008 |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, IN |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 502A000 338600.000 LB | 0.60000 203160.00| 0.50000 169300.00| 0.48000 162528.00 Steel Reinforcement | | | 0020 502B000 LUMP| 47500.00000 47500.00| 45000.00000 45000.00| 42000.00000 42000.00 Steel Reinforcement For Bridge | | | Superstructure, sta. 4303+89.53, | | | approximately 85,800 | | | 0030 502B001 LUMP| 47500.00000 47500.00| 45000.00000 45000.00| 42000.00000 42000.00 Steel Reinforcement For Bridge | | | Superstructure sta. 4303+89.53, | | | approximately 86,100 | | | 0040 506A003 320.000 LF | 200.00000 64000.00| 155.00000 49600.00| 225.00000 72000.00 Drilled Shaft Excavation, 5'-0" Diamete | | | 0050 506A005 977.000 LF | 150.00000 146550.00| 135.00000 131895.00| 170.00000 166090.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0060 506B002 144.000 LF | 700.00000 100800.00| 720.00000 103680.00| 775.00000 111600.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0070 506B005 120.000 LF | 800.00000 96000.00| 850.00000 102000.00| 900.00000 108000.00 Special Drilled Shaft Excavation, 5'-0" | | | Diameter | | | 0080 506C041 1121.000 LF | 65.00000 72865.00| 70.00000 78470.00| 75.00000 84075.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0090 506C044 440.000 LF | 65.00000 28600.00| 70.00000 30800.00| 75.00000 33000.00 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0100 506G001 2.000 EACH| 3500.00000 7000.00| 3750.00000 7500.00| 3850.00000 7700.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0110 506G004 2.000 EACH| 3500.00000 7000.00| 3750.00000 7500.00| 3850.00000 7700.00 Crosshole Sonic Logging, 5'-0" Diameter | | | 0120 508A000 17800.000 LB | 3.50000 62300.00| 2.50000 44500.00| 2.76000 49128.00 Structural Steel | | | 0130 510A000 762.000 CUYD| 315.00000 240030.00| 300.00000 228600.00| 375.00000 285750.00 Bridge Substructure Concrete, Class A | | | 0140 510C001 LUMP| 110000.00000 110000.00| 140000.00000 140000.00| 175000.00000 175000.00 Bridge Concrete Superstructure sta. | | | 4303+89.53, approximately 335 cu. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031107002 COUNTIES : JEFFERSON LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23071 |( 5 ) 01007 |( 6 ) 04008 |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, IN |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 510C002 LUMP| 110000.00000 110000.00| 140000.00000 140000.00| 175000.00000 175000.00 Bridge Concrete Superstructure sta. | | | 4303+89.53, approximatey 338 cu. | | | 0160 510E000 2500.000 SQYD| 1.68000 4200.00| 2.00000 5000.00| 2.20000 5500.00 Grooving Concrete Bridge Decks | | | 0170 511A050 72.000 EACH| 80.00000 5760.00| 150.00000 10800.00| 150.00000 10800.00 Elastomeric Bearing Type 2(Mark B1) | | | 0180 511A052 36.000 EACH| 80.00000 2880.00| 200.00000 7200.00| 150.00000 5400.00 Elastomeric Bearing Type 2(Mark B3) | | | 0190 513B003 1562.000 LF | 65.00000 101530.00| 70.00000 109340.00| 57.00000 89034.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0200 513B005 1518.000 LF | 90.00000 136620.00| 95.00000 144210.00| 80.00000 121440.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0210 600A000 LUMP| 150000.00000 150000.00| 143000.00000 143000.00| 200000.00000 200000.00 Mobilization | | | 0220 601A000 1.000 EACH| 6000.00000 6000.00| 5000.00000 5000.00| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0230 603A002 1.000 EACH| 13000.00000 13000.00| 25000.00000 25000.00| 20000.00000 20000.00 Furnishing Type 3 Field Office | | | 0240 610C001 1450.000 TON | 25.00000 36250.00| 22.00000 31900.00| 35.00000 50750.00 Loose Riprap, Class 2 | | | 0250 610D000 1350.000 SQYD| 2.50000 3375.00| 2.50000 3375.00| 2.00000 2700.00 Filter Blanket | | | 0260 635A000 988.000 LF | 10.50000 10374.00| 10.00000 9880.00| 4.50000 4446.00 Woven Wire Fence | | | 0270 650A000 1000.000 CUYD| 8.00000 8000.00| 10.00000 10000.00| 10.00000 10000.00 Topsoil | | | 0280 658A001 2.000 ACRE| 1500.00000 3000.00| 1500.00000 3000.00| 1650.00000 3300.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0290 665A000 2.000 ACRE| 500.00000 1000.00| 500.00000 1000.00| 550.00000 1100.00 Temporary Seeding | | | 0300 665B000 2.000 ACRE| 500.00000 1000.00| 500.00000 1000.00| 385.00000 770.00 Temporary Mulching | | | 0310 665F000 70.000 EACH| 10.00000 700.00| 5.00000 350.00| 10.00000 700.00 Hay Bales | | | 0320 665J000 1300.000 LF | 5.00000 6500.00| 5.00000 6500.00| 7.00000 9100.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20031107002 COUNTIES : JEFFERSON LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23071 |( 5 ) 01007 |( 6 ) 04008 |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, IN |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665K000 40.000 CUYD| 20.00000 800.00| 25.00000 1000.00| 10.00000 400.00 Drainage Sump Excavation | | | 0340 680A000 LUMP| 15000.00000 15000.00| 38000.00000 38000.00| 50000.00000 50000.00 Engineering Controls | | | 0350 740B000 84.000 SQFT| 15.00000 1260.00| 11.50000 966.00| 10.00000 840.00 Construction Signs | | | 0360 740D000 105.000 EACH| 59.00000 6195.00| 85.00000 8925.00| 70.00000 7350.00 Channelizing Drums | | | 0370 740F002 8.000 EACH| 500.00000 4000.00| 225.00000 1800.00| 200.00000 1600.00 Barricades, Type III | | | 0380 740I005 4.000 EACH| 750.00000 3000.00| 120.00000 480.00| 1000.00000 4000.00 Warning Lights, Type B (Detachable Head | | | 0390 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,865,549.00| $ 1,893,371.00| $ 2,127,601.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,865,549.00| $ 1,893,371.00| $ 2,127,601.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20031107003 COUNTIES : WALKER LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 CONTRACT TIME : 550 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : APD-471(507) for constructing the Partial Grade and Drain, Pavement, Traffic Stripe and Signing on Corridor "X" from S.R.#13 north of Eldridge to east of S.R.#118. Length 7.503 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 16,700,323.50 100.0000% 2 30006 DUNN CONSTRUCTION CO. & S.T. BUNN CONSTRUCTION CO., INC. $ 17,201,225.70 102.9994% 3 18024 RACON, INC. $ 20,279,078.02 121.4293% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20031107003 COUNTIES : WALKER LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 30006 |( 3 ) 18024 |S & M EQUIPMENT CO., INC. |DUNN & S. T. BUNN |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C023 2100.000 SQYD| 8.00000 16800.00| 12.00000 25200.00| 10.00000 21000.00 Removing Riprap | | | 0020 206D010 2260.000 LF | 7.50000 16950.00| 5.00000 11300.00| 7.50000 16950.00 Removing Safety Barrier | | | 0030 206E020 1.000 EACH| 3255.00000 3255.00| 4000.00000 4000.00| 4500.00000 4500.00 Removing Existing Overhead Sign | | | Structure | | | 0040 210A000 41648.000 CUYD| 2.50000 104120.00| 8.40000 349843.20| 1.25000 52060.00 Unclassified Excavation | | | 0050 210D000 153985.000 CUYD| 4.00000 615940.00| 3.50000 538947.50| 5.50000 846917.50 Borrow Excavation | | | 0060 210D025 1072.000 CUYD| 4.50000 4824.00| 12.00000 12864.00| 15.00000 16080.00 Borrow Excavation(Improved Roadbed) | | | 0070 214A000 111.000 CUYD| 30.00000 3330.00| 25.25000 2802.75| 25.00000 2775.00 Structure Excavation | | | 0080 214B001 33.000 CUYD| 35.00000 1155.00| 31.50000 1039.50| 30.00000 990.00 Foundation Backfill, Commercial | | | 0090 230A000 869.000 RBST| 288.75000 250923.75| 300.00000 260700.00| 325.00000 282425.00 Roadbed Processing | | | 0100 301A012 380872.000 SQYD| 4.85000 1847229.20| 3.85000 1466357.20| 5.50000 2094796.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 327E000 76365.000 TON | 30.00000 2290950.00| 22.00000 1680030.00| 32.72000 2498662.80 Permeable Asphalt Treated Base | | | 0120 401A043 380872.000 SQYD| 0.60000 228523.20| 0.85000 323741.20| 1.21000 460855.12 Bituminous Treatment AE | | | 0130 405A000 39751.000 GAL | 1.00000 39751.00| 1.00000 39751.00| 1.50000 59626.50 Tack Coat | | | 0140 408A051 36295.000 SQYD| 0.65000 23591.75| 0.65000 23591.75| 0.79000 28673.05 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0150 410C000 1.000 EACH| 35000.00000 35000.00| 7500.00000 7500.00| 3265.99000 3265.99 Contractor Retained Profilograph | | | 0160 410H000 1.000 EACH| 280000.00000 280000.00| 200000.00000 200000.00| 308635.65000 308635.65 Material Remixing Device | | | 0170 420A011 10868.000 TON | 48.00000 521664.00| 49.28000 535575.04| 67.33000 731742.44 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20031107003 COUNTIES : WALKER LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 30006 |( 3 ) 18024 |S & M EQUIPMENT CO., INC. |DUNN & S. T. BUNN |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 423A002 23631.000 TON | 44.00000 1039764.00| 42.57000 1005971.67| 54.13000 1279146.03 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0190 423B001 38367.000 TON | 42.00000 1611414.00| 39.83000 1528157.61| 51.80000 1987410.60 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0200 424A361 7967.000 TON | 35.00000 278845.00| 35.00000 278845.00| 43.04000 342899.68 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424B582 133397.000 TON | 30.00000 4001910.00| 32.24000 4300719.28| 35.23000 4699576.31 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0220 424B651 12140.000 TON | 30.00000 364200.00| 31.70000 384838.00| 37.56000 455978.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 428C000 148616.000 LF | 0.14000 20806.24| 0.11000 16347.76| 0.10000 14861.60 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0240 450B000 845.000 SQYD| 71.00000 59995.00| 58.00000 49010.00| 80.00000 67600.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0250 530A013 30.000 LF | 30.00000 900.00| 64.00000 1920.00| 37.00000 1110.00 24" Roadway Pipe (Class 4 R.C.) | | | 0260 530A122 76.000 LF | 30.00000 2280.00| 64.00000 4864.00| 37.00000 2812.00 24" Roadway Pipe (Class 4 R.C.) | | | (Extension) | | | 0270 600A000 LUMP| 580000.00000 580000.00| 1401000.00000 1401000.00| 945350.00000 945350.00 Mobilization | | | 0280 601A000 1.000 EACH| 15000.00000 15000.00| 10000.00000 10000.00| 5800.00000 5800.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0290 603A002 1.000 EACH| 15000.00000 15000.00| 15000.00000 15000.00| 22752.00000 22752.00 Furnishing Type 3 Field Office | | | 0300 605A002 170154.000 LF | 3.01000 512163.54| 2.90000 493446.60| 4.75000 808231.50 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20031107003 COUNTIES : WALKER LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 30006 |( 3 ) 18024 |S & M EQUIPMENT CO., INC. |DUNN & S. T. BUNN |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 605B000 349.000 EACH| 255.15000 89047.35| 235.00000 82015.00| 360.00000 125640.00 Special Underdrain Outlet, Type A | | | 0320 606A000 1000.000 LF | 5.00000 5000.00| 5.00000 5000.00| 8.00000 8000.00 6" Underdrain Pipe | | | 0330 614A000 2699.000 CUYD| 185.00000 499315.00| 184.50000 497965.50| 230.00000 620770.00 Slope Paving | | | 0340 619A003 3.000 EACH| 500.00000 1500.00| 850.00000 2550.00| 590.00000 1770.00 24" Roadway Pipe End Treatment, Class 1 | | | 0350 620A000 3.000 CUYD| 1000.00000 3000.00| 1200.00000 3600.00| 976.00000 2928.00 Minor Structure Concrete | | | 0360 621A005 1.000 EACH| 3000.00000 3000.00| 2500.00000 2500.00| 1500.00000 1500.00 Junction Boxes, Type 1 | | | 0370 621C020 4.000 EACH| 3000.00000 12000.00| 1600.00000 6400.00| 1500.00000 6000.00 Inlets, Type Y | | | 0380 630A001 4383.000 LF | 11.55000 50623.65| 11.00000 48213.00| 12.25000 53691.75 Steel Beam Guardrail, Class A, Type 2 | | | 0390 630C001 3.000 EACH| 603.75000 1811.25| 575.00000 1725.00| 640.00000 1920.00 Guardrail End Anchor, Type 8 | | | 0400 630C003 17.000 EACH| 1207.50000 20527.50| 1150.00000 19550.00| 1278.00000 21726.00 Guardrail End Anchor, Type 13 | | | 0410 630C070 34.000 EACH| 1260.00000 42840.00| 1200.00000 40800.00| 1335.00000 45390.00 Guardrail End Anchor, Type 10 Series | | | 0420 650A000 52400.000 CUYD| 3.50000 183400.00| 6.60000 345840.00| 6.00000 314400.00 Topsoil | | | 0430 651B000 229.000 TON | 35.44000 8115.76| 40.00000 9160.00| 39.00000 8931.00 Agricultural Limestone | | | 0440 652A050 91.000 ACRE| 472.50000 42997.50| 430.00000 39130.00| 472.00000 42952.00 Seeding (Mix 1A) | | | 0450 652C000 480.000 ACRE| 39.38000 18902.40| 40.00000 19200.00| 50.00000 24000.00 Mowing | | | 0460 654A000 6593.000 SQYD| 3.68000 24262.24| 3.00000 19779.00| 3.35000 22086.55 Solid Sodding | | | 0470 656A000 91.000 ACRE| 472.50000 42997.50| 375.00000 34125.00| 475.00000 43225.00 Mulching, Class A, Type 1 | | | 0480 665A000 46.000 ACRE| 420.00000 19320.00| 330.00000 15180.00| 416.00000 19136.00 Temporary Seeding | | | 0490 665B000 46.000 ACRE| 420.00000 19320.00| 330.00000 15180.00| 416.00000 19136.00 Temporary Mulching | | | 0500 665F000 100.000 EACH| 15.00000 1500.00| 10.00000 1000.00| 5.00000 500.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20031107003 COUNTIES : WALKER LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 30006 |( 3 ) 18024 |S & M EQUIPMENT CO., INC. |DUNN & S. T. BUNN |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 665J000 24993.000 LF | 3.50000 87475.50| 4.00000 99972.00| 3.00000 74979.00 Silt Fence, Type A | | | 0520 665P000 80.000 EACH| 367.50000 29400.00| 500.00000 40000.00| 525.00000 42000.00 Siltation Filter For Inlet Protection | | | 0530 666A001 480.000 ACRE| 36.75000 17640.00| 5.00000 2400.00| 22.00000 10560.00 Pest Control Treatment | | | 0540 680A000 LUMP| 150000.00000 150000.00| 363000.00000 363000.00| 125000.00000 125000.00 Engineering Controls | | | 0550 701A028 30.000 MILE| 1601.25000 48037.50| 1525.00000 45750.00| 1695.00000 50850.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0560 701A032 27.000 MILE| 1601.25000 43233.75| 1525.00000 41175.00| 1695.00000 45765.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0570 701A041 27.000 MILE| 1029.00000 27783.00| 980.00000 26460.00| 1089.00000 29403.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0580 701A048 4.000 MILE| 1837.50000 7350.00| 1750.00000 7000.00| 1945.00000 7780.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0590 701B009 5942.000 LF | 0.89000 5288.38| 0.85000 5050.70| 0.95000 5644.90 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0600 701B016 664.000 LF | 4.20000 2788.80| 4.00000 2656.00| 4.45000 2954.80 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0610 701C000 2.000 MILE| 630.00000 1260.00| 600.00000 1200.00| 667.00000 1334.00 Broken Temporary Traffic Stripe | | | 0620 701C001 7.000 MILE| 630.00000 4410.00| 600.00000 4200.00| 667.00000 4669.00 Solid Temporary Traffic Stripe | | | 0630 701G121 7555.000 LF | 1.31000 9897.05| 1.25000 9443.75| 1.40000 10577.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0640 701G125 7687.000 LF | 3.51000 26981.37| 3.34000 25674.58| 3.70000 28441.90 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0650 701G133 7687.000 LF | 3.65000 28057.55| 3.48000 26750.76| 3.90000 29979.30 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20031107003 COUNTIES : WALKER LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 30006 |( 3 ) 18024 |S & M EQUIPMENT CO., INC. |DUNN & S. T. BUNN |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 703A002 16369.000 SQFT| 2.63000 43050.47| 2.50000 40922.50| 2.80000 45833.20 Traffic Control Markings, Class 2, Type | | | A | | | 0670 703B002 473.000 SQFT| 3.68000 1740.64| 3.50000 1655.50| 3.90000 1844.70 Traffic Control Legends, Class 2, Type | | | 0680 703C001 320.000 SQFT| 3.15000 1008.00| 3.00000 960.00| 3.35000 1072.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0690 705A030 770.000 EACH| 6.04000 4650.80| 5.75000 4427.50| 6.40000 4928.00 Pavement Markers, Class A-H, Type 2-C | | | 0700 705A031 3158.000 EACH| 6.04000 19074.32| 5.75000 18158.50| 6.40000 20211.20 Pavement Markers, Class A-H, Type 1-A | | | 0710 705A032 613.000 EACH| 6.04000 3702.52| 5.75000 3524.75| 6.40000 3923.20 Pavement Markers, Class A-H, Type 1-B | | | 0720 705A037 338.000 EACH| 6.04000 2041.52| 5.75000 1943.50| 6.40000 2163.20 Pavement Markers, Class A-H, Type 2-D | | | 0730 705A038 162.000 EACH| 6.04000 978.48| 5.75000 931.50| 6.40000 1036.80 Pavement Markers, Class A-H, Type 2-E | | | 0740 709A000 24.000 EACH| 99.75000 2394.00| 95.00000 2280.00| 106.00000 2544.00 Milepost, Type A | | | 0750 710A115 1171.000 SQFT| 18.90000 22131.90| 18.00000 21078.00| 20.00000 23420.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0760 710A126 258.000 SQFT| 18.90000 4876.20| 18.00000 4644.00| 20.00000 5160.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0770 710A140 2520.000 SQFT| 21.00000 52920.00| 20.00000 50400.00| 22.25000 56070.00 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 0780 710A141 1151.000 SQFT| 21.00000 24171.00| 20.00000 23020.00| 22.25000 25609.75 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 0790 710A142 96.000 SQFT| 21.00000 2016.00| 20.00000 1920.00| 22.25000 2136.00 Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20031107003 COUNTIES : WALKER LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 30006 |( 3 ) 18024 |S & M EQUIPMENT CO., INC. |DUNN & S. T. BUNN |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 710B001 2136.000 LF | 6.83000 14588.88| 6.50000 13884.00| 7.25000 15486.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0810 710B008 432.000 LF | 47.25000 20412.00| 45.00000 19440.00| 50.00000 21600.00 Roadway Sign Post (W8 x 18 Steel Beam) | | | 0820 710B010 129.000 LF | 36.75000 4740.75| 35.00000 4515.00| 40.00000 5160.00 Roadway Sign Post (W6 x 9 Steel Beam) | | | 0830 710B011 50.000 LF | 36.75000 1837.50| 35.00000 1750.00| 40.00000 2000.00 Roadway Sign Post (W6 x 12 Steel Beam) | | | 0840 710B012 120.000 LF | 57.75000 6930.00| 55.00000 6600.00| 62.00000 7440.00 Roadway Sign Post (W8 x 21 Steel Beam) | | | 0850 710C000 LUMP| 6300.00000 6300.00| 6000.00000 6000.00| 6670.00000 6670.00 Removal Of Existing Roadway Signs | | | 0860 715A000 LUMP| 28875.00000 28875.00| 27500.00000 27500.00| 30570.00000 30570.00 Overhead Roadway Sign Structure No. 2 | | | 0870 715A001 LUMP| 36330.00000 36330.00| 34600.00000 34600.00| 38500.00000 38500.00 Overhead Roadway Sign Structure No. 1 | | | 0880 740B000 1071.000 SQFT| 7.35000 7871.85| 7.50000 8032.50| 7.80000 8353.80 Construction Signs | | | 0890 740C000 109.000 SQFT| 8.66000 943.94| 8.90000 970.10| 9.20000 1002.80 Special Construction Signs | | | 0900 740D000 160.000 EACH| 50.00000 8000.00| 40.00000 6400.00| 59.00000 9440.00 Channelizing Drums | | | 0910 740E000 50.000 EACH| 10.00000 500.00| 1.00000 50.00| 5.00000 250.00 Cones (36 Inches High) | | | 0920 740F002 8.000 EACH| 157.50000 1260.00| 170.00000 1360.00| 167.00000 1336.00 Barricades, Type III | | | 0930 740I005 4.000 EACH| 577.50000 2310.00| 600.00000 2400.00| 611.00000 2444.00 Warning Lights, Type B (Detachable Head | | | 0940 740M001 50.000 EACH| 10.00000 500.00| 1.00000 50.00| 5.00000 250.00 Ballast For Cone | | | 0950 741C010 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 5350.00000 10700.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0960 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 16,700,323.50| $ 17,201,225.70| $ 20,279,078.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,700,323.50| $ 17,201,225.70| $ 20,279,078.02 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20031107004 COUNTIES : ETOWAH LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 CONTRACT TIME : 436 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPTEF-I059(319) for constructing the Landscape Enhancement on I-59 at the U.S.#431/U.S.#278 interchange in Attalla. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 224,146.00 100.0000% 2 03092 CAMPBELL LANDSCAPE & IRRIGATION $ 239,848.60 107.0055% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20031107004 COUNTIES : ETOWAH LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 03092 |( ) |BENTLEY TURF AND LANDSCAPE, |CAMPBELL LANDSCAPE & IRRIGA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 19000.00000 19000.00| 21000.00000 21000.00| Mobilization | | | 0020 659A010 9728.000 SQYD| 2.50000 24320.00| 1.20000 11673.60| Erosion Control Netting, Class A (Jute | | | Netting) | | | 0030 660A000 10.000 CUYD| 50.00000 500.00| 15.00000 150.00| Plant Topsoil | | | 0040 660C060 5465.000 EACH| 12.00000 65580.00| 15.00000 81975.00| Shrubs, Juniperus Chinensis | | | 'Pfitzeriana Compacta' (Nick's Compact | | | Juniper) | | | 0050 660C113 104.000 EACH| 175.00000 18200.00| 170.00000 17680.00| Shrubs, Ilex Aquifolium X Cornuta | | | (Nellie R. Stevens Holly) | | | 0060 660C173 1465.000 EACH| 15.00000 21975.00| 18.00000 26370.00| Shrubs, Loropetalum Chinese 'Ruby (Ruby | | | Loropetalum) | | | 0070 660D152 102.000 EACH| 175.00000 17850.00| 180.00000 18360.00| Trees, Lagerstroemia Indica X Fauriei | | | 'Natchez' (Natchez Crapemyrtle) | | | 0080 660H001 155600.000 GAL | 0.08000 12448.00| 0.08000 12448.00| Water(Minimum Bid Of $0.08 Per Gallon) | | | 0090 660J000 1060.000 CUYD| 25.00000 26500.00| 33.00000 34980.00| Plant Mulch | | | 0100 665F000 150.000 EACH| 5.00000 750.00| 3.00000 450.00| Hay Bales | | | 0110 665J000 2645.000 LF | 3.00000 7935.00| 4.00000 10580.00| Silt Fence, Type A | | | 0120 740B000 564.000 SQFT| 12.00000 6768.00| 7.00000 3948.00| Construction Signs | | | 0125 740C000 38.000 SQFT| 15.00000 570.00| 5.50000 209.00| Special Construction Signs | | | 0130 740D000 25.000 EACH| 70.00000 1750.00| 1.00000 25.00| Channelizing Drums | | | SECTION TOTALS | $ 224,146.00| $ 239,848.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,146.00| $ 239,848.60| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20031107020 COUNTIES : MONTGOMERY LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-STPHS-0008(511) for constructing the Intersection Improvements (Including STPAA-0008(514) Signals, Lighting and Signing) on East Boulevard (S.R.#8/U.S.#80) at Vaughn Road in Montgomery. Length 0.467 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,039,235.86 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 1,185,229.10 114.0481% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20031107020 COUNTIES : MONTGOMERY LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( ) |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C002 650.000 SQYD| 10.50000 6825.00| 6.00000 3900.00| Removing Concrete Slope Paving | | | 0020 206D000 12.000 LF | 40.00000 480.00| 16.25000 195.00| Removing Pipe | | | 0030 206D003 180.000 LF | 10.25000 1845.00| 6.00000 1080.00| Removing Curb And Gutter | | | 0040 206E050 4.000 EACH| 400.00000 1600.00| 250.00000 1000.00| Removing Slope Paved Headwall | | | 0050 210A000 2828.000 CUYD| 8.25000 23331.00| 7.25000 20503.00| Unclassified Excavation | | | 0060 210D000 3015.000 CUYD| 11.55000 34823.25| 9.75000 29396.25| Borrow Excavation | | | 0070 214A000 547.000 CUYD| 9.55000 5223.85| 9.00000 4923.00| Structure Excavation | | | 0080 214B001 126.000 CUYD| 26.51000 3340.26| 32.00000 4032.00| Foundation Backfill, Commercial | | | 0090 405A000 1800.000 GAL | 1.05000 1890.00| 1.10000 1980.00| Tack Coat | | | 0100 408A052 10450.000 SQYD| 3.00000 31350.00| 2.30000 24035.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0110 424A281 3050.000 TON | 41.75000 127337.50| 37.25000 113612.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0120 424A287 50.000 TON | 66.50000 3325.00| 52.50000 2625.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0130 424B281 2450.000 TON | 40.80000 99960.00| 36.25000 88812.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0140 424B285 50.000 TON | 127.00000 6350.00| 95.00000 4750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20031107020 COUNTIES : MONTGOMERY LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( ) |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B581 3700.000 TON | 37.90000 140230.00| 35.50000 131350.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0160 428B000 4800.000 LF | 0.20000 960.00| 0.25000 1200.00| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0170 502A000 3930.000 LB | 0.59000 2318.70| 0.75000 2947.50| Steel Reinforcement | | | 0180 524B011 35.000 CUYD| 585.00000 20475.00| 800.00000 28000.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0190 530A101 60.000 LF | 23.35000 1401.00| 32.50000 1950.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0200 530A102 28.000 LF | 29.70000 831.60| 45.00000 1260.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0210 530A916 24.000 LF | 21.25000 510.00| 28.25000 678.00| 24" Roadway Pipe (14 Gauge C.C.S.) | | | (Extension) | | | 0220 533A098 688.000 LF | 23.35000 16064.80| 24.75000 17028.00| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0230 600A000 LUMP| 95000.00000 95000.00| 225000.00000 225000.00| Mobilization | | | 0240 610C001 185.000 TON | 31.85000 5892.25| 36.00000 6660.00| Loose Riprap, Class 2 | | | 0250 610D000 150.000 SQYD| 2.15000 322.50| 2.50000 375.00| Filter Blanket | | | 0260 614A000 1.000 CUYD| 531.00000 531.00| 450.00000 450.00| Slope Paving | | | 0270 619A002 3.000 EACH| 636.40000 1909.20| 750.00000 2250.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0280 619A003 2.000 EACH| 636.40000 1272.80| 900.00000 1800.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0290 620A000 2.000 CUYD| 530.30000 1060.60| 500.00000 1000.00| Minor Structure Concrete | | | 0300 621A000 2.000 EACH| 2550.00000 5100.00| 2175.00000 4350.00| Junction Boxes, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20031107020 COUNTIES : MONTGOMERY LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( ) |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 621B000 1.000 EACH| 530.30000 530.30| 500.00000 500.00| Junction Box Units, Type 1, 1P Or 5 | | | 0320 621C027 1.000 EACH| 2125.00000 2125.00| 2150.00000 2150.00| Inlets, Type C | | | 0330 621D002 1.000 EACH| 425.00000 425.00| 500.00000 500.00| Inlet Units, Type C | | | 0340 623C000 150.000 LF | 28.65000 4297.50| 22.50000 3375.00| Combination Curb & Gutter, Type C | | | 0350 650A000 1667.000 CUYD| 6.50000 10835.50| 13.75000 22921.25| Topsoil | | | 0360 652A056 3.000 ACRE| 500.00000 1500.00| 500.00000 1500.00| Seeding (Mix 2E) | | | 0370 654A000 25.000 SQYD| 9.00000 225.00| 12.75000 318.75| Solid Sodding | | | 0380 656A001 3.000 ACRE| 500.00000 1500.00| 500.00000 1500.00| Mulching, Class A, Type 2 | | | 0390 665A000 3.000 ACRE| 400.00000 1200.00| 400.00000 1200.00| Temporary Seeding | | | 0400 665B000 3.000 ACRE| 400.00000 1200.00| 400.00000 1200.00| Temporary Mulching | | | 0410 665F000 300.000 EACH| 10.00000 3000.00| 10.00000 3000.00| Hay Bales | | | 0420 665J000 450.000 LF | 3.00000 1350.00| 4.25000 1912.50| Silt Fence, Type A | | | 0430 680A000 LUMP| 4500.00000 4500.00| 6250.00000 6250.00| Engineering Controls | | | 0440 701A028 2.000 MILE| 2500.00000 5000.00| 2500.00000 5000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0450 701A032 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0460 701A041 3.000 MILE| 980.00000 2940.00| 980.00000 2940.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0470 701A048 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0480 701B009 2550.000 LF | 1.00000 2550.00| 1.00000 2550.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20031107020 COUNTIES : MONTGOMERY LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( ) |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 701C000 6.000 MILE| 500.00000 3000.00| 500.00000 3000.00| Broken Temporary Traffic Stripe | | | 0500 701C001 8.000 MILE| 500.00000 4000.00| 500.00000 4000.00| Solid Temporary Traffic Stripe | | | 0510 701D008 2.000 MILE| 1750.00000 3500.00| 1750.00000 3500.00| Solid Traffic Stripe Removed (Plastic) | | | 0520 701D015 2.000 MILE| 1500.00000 3000.00| 1500.00000 3000.00| Broken Traffic Stripe Removed (Plastic) | | | 0530 701F000 2000.000 LF | 0.25000 500.00| 0.25000 500.00| Dotted Temporary Traffic Stripe | | | 0540 701H011 2550.000 LF | 0.50000 1275.00| 0.50000 1275.00| Dotted Traffic Stripe Removed (Plastic) | | | 0550 703A002 2400.000 SQFT| 2.50000 6000.00| 2.50000 6000.00| Traffic Control Markings, Class 2, Type | | | A | | | 0560 703B002 150.000 SQFT| 3.25000 487.50| 3.25000 487.50| Traffic Control Legends, Class 2, Type | | | 0570 703D001 650.000 SQFT| 1.50000 975.00| 1.50000 975.00| Temporary Traffic Control Markings | | | 0580 705A030 30.000 EACH| 5.25000 157.50| 5.25000 157.50| Pavement Markers, Class A-H, Type 2-C | | | 0590 705A031 540.000 EACH| 5.25000 2835.00| 5.25000 2835.00| Pavement Markers, Class A-H, Type 1-A | | | 0600 705A037 6.000 EACH| 5.25000 31.50| 5.25000 31.50| Pavement Markers, Class A-H, Type 2-D | | | 0610 710A115 71.000 SQFT| 14.35000 1018.85| 26.25000 1863.75| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0620 710A126 8.000 SQFT| 20.00000 160.00| 42.80000 342.40| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0630 710B001 98.000 LF | 5.30000 519.40| 8.40000 823.20| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0640 730A000 LUMP| 1545.00000 1545.00| 1950.00000 1950.00| Removal Of Existing Traffic Control | | | Unit (Eastern Blvd. & Vaughn Rd.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20031107020 COUNTIES : MONTGOMERY LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( ) |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 730C000 LUMP| 6200.00000 6200.00| 7000.00000 7000.00| Furnishing And Installing Traffic | | | Control Unit (Eastern Blvd. & Vaughn Rd.| | | ) | | | 0660 730E000 4.000 EACH| 1200.00000 4800.00| 2450.00000 9800.00| Metal Traffic Signal Pole Foundation | | | 0670 730G001 4.000 EACH| 4200.00000 16800.00| 4330.00000 17320.00| Metal Traffic Signal Strain Pole | | | 0680 730L002 30.000 LF | 4.10000 123.00| 4.00000 120.00| 1", Metallic, Conduit | | | 0690 730L003 170.000 LF | 4.35000 739.50| 4.00000 680.00| 1", Non-Metallic, Conduit | | | 0700 730L005 40.000 LF | 5.00000 200.00| 4.00000 160.00| 2", Non-Metallic, Conduit | | | 0710 730N011 4.000 EACH| 805.00000 3220.00| 650.00000 2600.00| Luminaire Extension Assembly, 16 Feet | | | 0720 730P022 16.000 EACH| 705.00000 11280.00| 684.00000 10944.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0730 730R030 1.000 EACH| 1050.00000 1050.00| 9850.00000 9850.00| Controller Assembly, Type III, Master | | | 0740 730U005 LUMP| 32000.00000 32000.00| 32000.00000 32000.00| Furnishing And Installing Video | | | Detection System | | | 0750 734F002 1.000 EACH| 140.00000 140.00| 1200.00000 1200.00| Distribution Hardware SFDU 12 Fiber | | | Wall Mount | | | 0760 734H011 4.000 EACH| 43.00000 172.00| 15.00000 60.00| Patch Cord Simplex SM ST 2 Meter | | | 0770 740B000 1166.000 SQFT| 8.00000 9328.00| 14.00000 16324.00| Construction Signs | | | 0780 740D000 200.000 EACH| 98.00000 19600.00| 65.00000 13000.00| Channelizing Drums | | | 0790 740F002 8.000 EACH| 700.00000 5600.00| 375.00000 3000.00| Barricades, Type III | | | 0800 740I005 4.000 EACH| 560.00000 2240.00| 180.00000 720.00| Warning Lights, Type B (Detachable Head | | | 0810 741C010 2.000 EACH| 3500.00000 7000.00| 2200.00000 4400.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20031107020 COUNTIES : MONTGOMERY LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( ) |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 750R000 LUMP| 200000.00000 200000.00| 236350.00000 236350.00| Area Lighting System | | | SECTION TOTALS | $ 1,039,235.86| $ 1,185,229.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,039,235.86| $ 1,185,229.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20031107021 COUNTIES : MARENGO LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0013(510) for constructing the Bridge Replacement and Approaches on S.R.#13 (U.S.#43) at Chickasaw Bogue Creek relief just north of Linden. Length 0.270 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20050 TOMLIN CONSTRUCTION, LLC $ 1,328,186.37 100.0000% 2 13099 MCINNIS, LLC $ 1,361,922.17 102.5400% 3 14008 NEWELL & BUSH, INC. $ 1,392,453.75 104.8387% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,411,524.17 106.2746% 5 16048 WALKER PATTON COMPANY, INC. $ 1,456,717.36 109.6772% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031107021 COUNTIES : MARENGO LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 13099 |( 3 ) 14008 |TOMLIN CONSTRUCTION, LLC |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 18000.00000 18000.00| 18000.00000 18000.00| 18000.00000 18000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 6 Acres) | | | 0020 206A000 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 678+20.9 | | | 0030 210A000 12258.000 CUYD| 4.00000 49032.00| 4.50000 55161.00| 5.00000 61290.00 Unclassified Excavation | | | 0040 210D000 44859.000 CUYD| 5.50000 246724.50| 5.50000 246724.50| 6.00000 269154.00 Borrow Excavation | | | 0050 210D011 1809.000 CUYD| 5.00000 9045.00| 6.00000 10854.00| 7.00000 12663.00 Borrow Excavation (A-4 or Better) | | | 0060 210D025 418.000 CUYD| 5.50000 2299.00| 10.00000 4180.00| 11.00000 4598.00 Borrow Excavation(Improved Roadbed) | | | 0070 214A000 488.000 CUYD| 5.00000 2440.00| 7.50000 3660.00| 7.50000 3660.00 Structure Excavation | | | 0080 214B001 244.000 CUYD| 30.00000 7320.00| 40.00000 9760.00| 40.00000 9760.00 Foundation Backfill, Commercial | | | 0090 230A000 6.000 RBST| 300.00000 1800.00| 300.00000 1800.00| 300.00000 1800.00 Roadbed Processing | | | 0100 231B001 330.000 TON | 22.00000 7260.00| 20.16000 6652.80| 25.00000 8250.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0110 401A047 5120.000 SQYD| 0.70000 3584.00| 0.45000 2304.00| 0.50000 2560.00 Bituminous Treatment A, MC-70 | | | 0120 405A000 583.000 GAL | 1.00000 583.00| 1.00000 583.00| 1.00000 583.00 Tack Coat | | | 0130 424A360 500.000 TON | 47.75000 23875.00| 44.00000 22000.00| 45.00000 22500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 100.000 TON | 45.00000 4500.00| 51.50000 5150.00| 53.00000 5300.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 528.000 TON | 45.00000 23760.00| 40.00000 21120.00| 42.00000 22176.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031107021 COUNTIES : MARENGO LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 13099 |( 3 ) 14008 |TOMLIN CONSTRUCTION, LLC |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B659 5200.000 TON | 42.00000 218400.00| 41.10000 213720.00| 42.00000 218400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B681 648.000 TON | 45.00000 29160.00| 41.50000 26892.00| 43.00000 27864.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 428B000 3794.000 LF | 0.25000 948.50| 0.20000 758.80| 0.25000 948.50 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0190 430B000 100.000 TON | 26.00000 2600.00| 20.16000 2016.00| 22.00000 2200.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0200 450B000 107.000 SQYD| 80.00000 8560.00| 35.00000 3745.00| 85.00000 9095.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0210 502A000 5100.000 LB | 0.60000 3060.00| 0.75000 3825.00| 1.00000 5100.00 Steel Reinforcement | | | 0220 502B000 LUMP| 24000.00000 24000.00| 45000.00000 45000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure, STATION 678+20.00, | | | APPROX. 44,800 LBS | | | 0230 505A000 1.000 EACH| 3000.00000 3000.00| 2000.00000 2000.00| 4000.00000 4000.00 Steel Test Piles (HP 10x42) | | | 0240 505A004 1.000 EACH| 3000.00000 3000.00| 2000.00000 2000.00| 4000.00000 4000.00 Steel Test Piles (HP 14x73) | | | 0250 505B055 1.000 EACH| 3500.00000 3500.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 10x42) | | | 0260 505B059 1.000 EACH| 3000.00000 3000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 14x73) | | | 0270 505B085 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 300.00000 300.00 Dynamic Loading Tests (HP 10x42) | | | 0280 505B089 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 300.00000 300.00 Dynamic Loading Tests (HP 14x73) | | | 0290 505M000 840.000 LF | 22.00000 18480.00| 21.00000 17640.00| 13.50000 11340.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0300 505M004 620.000 LF | 24.00000 14880.00| 26.00000 16120.00| 21.50000 13330.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031107021 COUNTIES : MARENGO LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 13099 |( 3 ) 14008 |TOMLIN CONSTRUCTION, LLC |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 508A000 1820.000 LB | 6.00000 10920.00| 5.00000 9100.00| 3.50000 6370.00 Structural Steel | | | 0320 510A000 57.000 CUYD| 415.00000 23655.00| 350.00000 19950.00| 400.00000 22800.00 Bridge Substructure Concrete, Class A | | | 0330 510C001 LUMP| 91000.00000 91000.00| 70000.00000 70000.00| 100000.00000 100000.00 Bridge Concrete Superstructure STATION | | | 678+20.00, APPROX. 174 CU YDS | | | 0340 510E000 540.000 SQYD| 6.00000 3240.00| 4.08000 2203.20| 2.10000 1134.00 Grooving Concrete Bridge Decks | | | 0350 511A001 36.000 EACH| 150.00000 5400.00| 100.00000 3600.00| 65.00000 2340.00 Elastomeric Bearings, Type 2 | | | 0360 513B003 791.000 LF | 68.00000 53788.00| 65.00000 51415.00| 65.00000 51415.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0370 530A500 336.000 LF | 100.00000 33600.00| 65.00000 21840.00| 80.00000 26880.00 60" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0380 535A080 84.000 LF | 22.00000 1848.00| 25.00000 2100.00| 30.00000 2520.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0390 600A000 LUMP| 60000.00000 60000.00| 118000.00000 118000.00| 124000.00000 124000.00 Mobilization | | | 0400 610C001 3090.000 TON | 25.00000 77250.00| 30.00000 92700.00| 26.00000 80340.00 Loose Riprap, Class 2 | | | 0410 610D003 1872.000 SQYD| 1.50000 2808.00| 3.00000 5616.00| 3.50000 6552.00 Filter Blanket, Geotextile | | | 0420 619A101 4.000 EACH| 350.00000 1400.00| 500.00000 2000.00| 600.00000 2400.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0430 630A001 1175.000 LF | 11.20000 13160.00| 9.90000 11632.50| 12.00000 14100.00 Steel Beam Guardrail, Class A, Type 2 | | | 0440 630C003 4.000 EACH| 965.00000 3860.00| 1050.00000 4200.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0450 630C070 2.000 EACH| 1235.00000 2470.00| 1285.00000 2570.00| 1500.00000 3000.00 Guardrail End Anchor, Type 10 Series | | | 0460 650A000 100.000 CUYD| 5.00000 500.00| 15.00000 1500.00| 18.00000 1800.00 Topsoil | | | 0470 650B000 2492.000 CUYD| 3.50000 8722.00| 3.50000 8722.00| 5.00000 12460.00 Topsoil From Stockpiles | | | 0480 652A057 4.000 ACRE| 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00 Seeding (Mix 3A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031107021 COUNTIES : MARENGO LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 13099 |( 3 ) 14008 |TOMLIN CONSTRUCTION, LLC |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 652B055 4.000 ACRE| 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00 Temporary Seeding (Mix 3AT) | | | 0500 652D057 4.000 ACRE| 400.00000 1600.00| 500.00000 2000.00| 500.00000 2000.00 Seeding In Stubble (Mix 3A) | | | 0510 656A000 8.000 ACRE| 500.00000 4000.00| 500.00000 4000.00| 500.00000 4000.00 Mulching, Class A, Type 1 | | | 0520 658A002 6.000 ACRE| 1100.00000 6600.00| 1200.00000 7200.00| 1400.00000 8400.00 Hydro-Seeding & Mulching (Mix 2E) | | | 0530 659A001 28476.000 SQYD| 2.00000 56952.00| 1.00000 28476.00| 0.50000 14238.00 Erosion Control Netting, Class B | | | 0540 665F000 500.000 EACH| 8.00000 4000.00| 10.00000 5000.00| 10.50000 5250.00 Hay Bales | | | 0550 665I000 388.000 TON | 30.00000 11640.00| 30.00000 11640.00| 32.00000 12416.00 Temporary Riprap, Class 2 | | | 0560 665J000 5000.000 LF | 2.50000 12500.00| 3.00000 15000.00| 3.50000 17500.00 Silt Fence, Type A | | | 0570 665K000 110.000 CUYD| 25.00000 2750.00| 10.00000 1100.00| 10.00000 1100.00 Drainage Sump Excavation | | | 0580 666A001 4.000 ACRE| 10.00000 40.00| 100.00000 400.00| 100.00000 400.00 Pest Control Treatment | | | 0590 680A000 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 1000.00000 1000.00 Engineering Controls | | | 0600 701A028 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 2200.00000 2200.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0610 701A046 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1100.00000 1100.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0620 701A048 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 3200.00000 3200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0630 701C002 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 2200.00000 2200.00 Broken Temporary Traffic Stripe (Paint) | | | 0640 701C003 4.000 MILE| 500.00000 2000.00| 500.00000 2000.00| 2000.00000 8000.00 Solid Temporary Traffic Stripe (Paint) | | | 0650 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| 2000.00000 2000.00 Solid Traffic Stripe Removed (Plastic) | | | 0660 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1600.00000 1600.00 Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 021 -6 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031107021 COUNTIES : MARENGO LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 13099 |( 3 ) 14008 |TOMLIN CONSTRUCTION, LLC |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 701G125 2042.000 LF | 3.62000 7392.04| 3.62000 7392.04| 1.25000 2552.50 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0680 701G129 1021.000 LF | 1.73000 1766.33| 1.73000 1766.33| 1.75000 1786.75 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0690 705A011 112.000 EACH| 5.25000 588.00| 5.25000 588.00| 5.50000 616.00 Pavement Markers, Class C, Type 1-A | | | 0700 705A023 36.000 EACH| 5.25000 189.00| 5.25000 189.00| 5.50000 198.00 Pavement Markers, Class C, Type 2-D | | | 0710 705A032 7.000 EACH| 5.25000 36.75| 5.25000 36.75| 5.50000 38.50 Pavement Markers, Class A-H, Type 1-B | | | 0720 705A037 17.000 EACH| 5.25000 89.25| 5.25000 89.25| 5.50000 93.50 Pavement Markers, Class A-H, Type 2-D | | | 0730 740B000 436.000 SQFT| 8.00000 3488.00| 10.00000 4360.00| 24.50000 10682.00 Construction Signs | | | 0740 740D000 50.000 EACH| 60.00000 3000.00| 55.00000 2750.00| 55.00000 2750.00 Channelizing Drums | | | 0750 740E000 100.000 EACH| 9.50000 950.00| 10.00000 1000.00| 14.00000 1400.00 Cones (36 Inches High) | | | 0760 740F002 8.000 EACH| 160.00000 1280.00| 300.00000 2400.00| 350.00000 2800.00 Barricades, Type III | | | 0770 740I005 4.000 EACH| 312.00000 1248.00| 300.00000 1200.00| 350.00000 1400.00 Warning Lights, Type B (Detachable Head | | | 0780 740L005 35.000 EACH| 22.00000 770.00| 82.00000 2870.00| 50.00000 1750.00 Vertical Panel, Type I (Double-Sided) | | | 0790 740M001 100.000 EACH| 6.25000 625.00| 4.00000 400.00| 1.00000 100.00 Ballast For Cone | | | SECTION TOTALS | $ 1,328,186.37| $ 1,361,922.17| $ 1,392,453.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,328,186.37| $ 1,361,922.17| $ 1,392,453.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 021 -7 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031107021 COUNTIES : MARENGO LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 16048 |( ) |ALABAMA BRIDGE BUILDERS, IN |WALKER PATTON COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 18000.00000 18000.00| 18000.00000 18000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 6 Acres) | | | 0020 206A000 LUMP| 50000.00000 50000.00| 52500.00000 52500.00| Removal Of Old Bridge, Station 678+20.9 | | | 0030 210A000 12258.000 CUYD| 5.00000 61290.00| 3.25000 39838.50| Unclassified Excavation | | | 0040 210D000 44859.000 CUYD| 5.00000 224295.00| 5.39000 241790.01| Borrow Excavation | | | 0050 210D011 1809.000 CUYD| 10.00000 18090.00| 8.00000 14472.00| Borrow Excavation (A-4 or Better) | | | 0060 210D025 418.000 CUYD| 13.00000 5434.00| 10.00000 4180.00| Borrow Excavation(Improved Roadbed) | | | 0070 214A000 488.000 CUYD| 5.00000 2440.00| 8.00000 3904.00| Structure Excavation | | | 0080 214B001 244.000 CUYD| 35.00000 8540.00| 26.00000 6344.00| Foundation Backfill, Commercial | | | 0090 230A000 6.000 RBST| 1000.00000 6000.00| 850.00000 5100.00| Roadbed Processing | | | 0100 231B001 330.000 TON | 45.00000 14850.00| 22.00000 7260.00| Roadbed Stabilizing Material, ALDOT #46 | | | 0110 401A047 5120.000 SQYD| 0.45000 2304.00| 0.54000 2764.80| Bituminous Treatment A, MC-70 | | | 0120 405A000 583.000 GAL | 1.00000 583.00| 1.50000 874.50| Tack Coat | | | 0130 424A360 500.000 TON | 44.00000 22000.00| 63.89000 31945.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 100.000 TON | 51.50000 5150.00| 63.89000 6389.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 528.000 TON | 40.00000 21120.00| 64.40000 34003.20| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 021 -8 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031107021 COUNTIES : MARENGO LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 16048 |( ) |ALABAMA BRIDGE BUILDERS, IN |WALKER PATTON COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B659 5200.000 TON | 41.10000 213720.00| 45.39000 236028.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B681 648.000 TON | 41.50000 26892.00| 64.40000 41731.20| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 428B000 3794.000 LF | 0.20000 758.80| 0.50000 1897.00| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0190 430B000 100.000 TON | 24.00000 2400.00| 14.00000 1400.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0200 450B000 107.000 SQYD| 65.00000 6955.00| 80.00000 8560.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0210 502A000 5100.000 LB | 0.50000 2550.00| 0.60000 3060.00| Steel Reinforcement | | | 0220 502B000 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| Steel Reinforcement For Bridge | | | Superstructure, STATION 678+20.00, | | | APPROX. 44,800 LBS | | | 0230 505A000 1.000 EACH| 1500.00000 1500.00| 3000.00000 3000.00| Steel Test Piles (HP 10x42) | | | 0240 505A004 1.000 EACH| 2000.00000 2000.00| 3500.00000 3500.00| Steel Test Piles (HP 14x73) | | | 0250 505B055 1.000 EACH| 4000.00000 4000.00| 3000.00000 3000.00| Static Loading Tests (HP 10x42) | | | 0260 505B059 1.000 EACH| 4000.00000 4000.00| 3000.00000 3000.00| Static Loading Tests (HP 14x73) | | | 0270 505B085 1.000 EACH| 500.00000 500.00| 2500.00000 2500.00| Dynamic Loading Tests (HP 10x42) | | | 0280 505B089 1.000 EACH| 500.00000 500.00| 2500.00000 2500.00| Dynamic Loading Tests (HP 14x73) | | | 0290 505M000 840.000 LF | 20.00000 16800.00| 22.00000 18480.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0300 505M004 620.000 LF | 24.00000 14880.00| 26.00000 16120.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 021 -9 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031107021 COUNTIES : MARENGO LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 16048 |( ) |ALABAMA BRIDGE BUILDERS, IN |WALKER PATTON COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 508A000 1820.000 LB | 4.00000 7280.00| 9.00000 16380.00| Structural Steel | | | 0320 510A000 57.000 CUYD| 300.00000 17100.00| 415.00000 23655.00| Bridge Substructure Concrete, Class A | | | 0330 510C001 LUMP| 100000.00000 100000.00| 102000.00000 102000.00| Bridge Concrete Superstructure STATION | | | 678+20.00, APPROX. 174 CU YDS | | | 0340 510E000 540.000 SQYD| 6.00000 3240.00| 6.00000 3240.00| Grooving Concrete Bridge Decks | | | 0350 511A001 36.000 EACH| 200.00000 7200.00| 150.00000 5400.00| Elastomeric Bearings, Type 2 | | | 0360 513B003 791.000 LF | 70.00000 55370.00| 70.00000 55370.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0370 530A500 336.000 LF | 64.00000 21504.00| 80.00000 26880.00| 60" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0380 535A080 84.000 LF | 17.00000 1428.00| 27.00000 2268.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0390 600A000 LUMP| 133200.00000 133200.00| 111947.00000 111947.00| Mobilization | | | 0400 610C001 3090.000 TON | 21.00000 64890.00| 26.50000 81885.00| Loose Riprap, Class 2 | | | 0410 610D003 1872.000 SQYD| 2.00000 3744.00| 2.50000 4680.00| Filter Blanket, Geotextile | | | 0420 619A101 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0430 630A001 1175.000 LF | 15.00000 17625.00| 9.90000 11632.50| Steel Beam Guardrail, Class A, Type 2 | | | 0440 630C003 4.000 EACH| 1500.00000 6000.00| 1050.00000 4200.00| Guardrail End Anchor, Type 13 | | | 0450 630C070 2.000 EACH| 1750.00000 3500.00| 1285.00000 2570.00| Guardrail End Anchor, Type 10 Series | | | 0460 650A000 100.000 CUYD| 6.00000 600.00| 8.00000 800.00| Topsoil | | | 0470 650B000 2492.000 CUYD| 5.00000 12460.00| 5.25000 13083.00| Topsoil From Stockpiles | | | 0480 652A057 4.000 ACRE| 500.00000 2000.00| 800.00000 3200.00| Seeding (Mix 3A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 021 -10 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031107021 COUNTIES : MARENGO LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 16048 |( ) |ALABAMA BRIDGE BUILDERS, IN |WALKER PATTON COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 652B055 4.000 ACRE| 500.00000 2000.00| 500.00000 2000.00| Temporary Seeding (Mix 3AT) | | | 0500 652D057 4.000 ACRE| 500.00000 2000.00| 800.00000 3200.00| Seeding In Stubble (Mix 3A) | | | 0510 656A000 8.000 ACRE| 500.00000 4000.00| 700.00000 5600.00| Mulching, Class A, Type 1 | | | 0520 658A002 6.000 ACRE| 1200.00000 7200.00| 1600.00000 9600.00| Hydro-Seeding & Mulching (Mix 2E) | | | 0530 659A001 28476.000 SQYD| 1.25000 35595.00| 1.50000 42714.00| Erosion Control Netting, Class B | | | 0540 665F000 500.000 EACH| 5.00000 2500.00| 6.00000 3000.00| Hay Bales | | | 0550 665I000 388.000 TON | 25.00000 9700.00| 28.75000 11155.00| Temporary Riprap, Class 2 | | | 0560 665J000 5000.000 LF | 4.00000 20000.00| 1.50000 7500.00| Silt Fence, Type A | | | 0570 665K000 110.000 CUYD| 10.00000 1100.00| 13.00000 1430.00| Drainage Sump Excavation | | | 0580 666A001 4.000 ACRE| 30.00000 120.00| 100.00000 400.00| Pest Control Treatment | | | 0590 680A000 LUMP| 48000.00000 48000.00| 27000.00000 27000.00| Engineering Controls | | | 0600 701A028 1.000 MILE| 2000.00000 2000.00| 1600.00000 1600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0610 701A046 1.000 MILE| 1000.00000 1000.00| 1600.00000 1600.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0620 701A048 1.000 MILE| 2500.00000 2500.00| 1600.00000 1600.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0630 701C002 1.000 MILE| 500.00000 500.00| 400.00000 400.00| Broken Temporary Traffic Stripe (Paint) | | | 0640 701C003 4.000 MILE| 500.00000 2000.00| 650.00000 2600.00| Solid Temporary Traffic Stripe (Paint) | | | 0650 701D008 1.000 MILE| 1750.00000 1750.00| 2200.00000 2200.00| Solid Traffic Stripe Removed (Plastic) | | | 0660 701D015 1.000 MILE| 1500.00000 1500.00| 2200.00000 2200.00| Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 021 -11 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20031107021 COUNTIES : MARENGO LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 16048 |( ) |ALABAMA BRIDGE BUILDERS, IN |WALKER PATTON COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 701G125 2042.000 LF | 3.62000 7392.04| 0.55000 1123.10| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0680 701G129 1021.000 LF | 1.73000 1766.33| 0.55000 561.55| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0690 705A011 112.000 EACH| 5.25000 588.00| 5.00000 560.00| Pavement Markers, Class C, Type 1-A | | | 0700 705A023 36.000 EACH| 5.25000 189.00| 5.00000 180.00| Pavement Markers, Class C, Type 2-D | | | 0710 705A032 7.000 EACH| 5.25000 36.75| 5.00000 35.00| Pavement Markers, Class A-H, Type 1-B | | | 0720 705A037 17.000 EACH| 5.25000 89.25| 5.00000 85.00| Pavement Markers, Class A-H, Type 2-D | | | 0730 740B000 436.000 SQFT| 10.00000 4360.00| 7.00000 3052.00| Construction Signs | | | 0740 740D000 50.000 EACH| 80.00000 4000.00| 75.00000 3750.00| Channelizing Drums | | | 0750 740E000 100.000 EACH| 15.00000 1500.00| 12.00000 1200.00| Cones (36 Inches High) | | | 0760 740F002 8.000 EACH| 215.00000 1720.00| 200.00000 1600.00| Barricades, Type III | | | 0770 740I005 4.000 EACH| 450.00000 1800.00| 310.00000 1240.00| Warning Lights, Type B (Detachable Head | | | 0780 740L005 35.000 EACH| 55.00000 1925.00| 40.00000 1400.00| Vertical Panel, Type I (Double-Sided) | | | 0790 740M001 100.000 EACH| 10.00000 1000.00| 8.00000 800.00| Ballast For Cone | | | SECTION TOTALS | $ 1,411,524.17| $ 1,456,717.36| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,411,524.17| $ 1,456,717.36| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20031107022 COUNTIES : CHOCTAW LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 CONTRACT TIME : 250 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0017(503) for constructing the Bridge Replacement and Approaches on S.R.#17 at Tuckabum Creek northeast of Butler. Length 0.757 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 2,498,478.80 100.0000% 2 13099 MCINNIS, LLC $ 2,731,451.04 109.3246% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 2,832,186.70 113.3564% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20031107022 COUNTIES : CHOCTAW LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 13099 |( 3 ) 19007 |THE MORRIS GROUP, INC. |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 21000.00000 21000.00| 21000.00000 21000.00| 21000.00000 21000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 7 Acres) | | | 0020 206A000 LUMP| 35000.00000 35000.00| 110000.00000 110000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 423+47.5 | | | 0030 210A000 8789.000 CUYD| 3.00000 26367.00| 3.00000 26367.00| 3.00000 26367.00 Unclassified Excavation | | | 0040 210D000 45498.000 CUYD| 5.00000 227490.00| 4.00000 181992.00| 5.00000 227490.00 Borrow Excavation | | | 0050 210D011 500.000 CUYD| 5.00000 2500.00| 6.50000 3250.00| 5.00000 2500.00 Borrow Excavation (A-4 or Better) | | | 0060 210D025 2591.000 CUYD| 6.00000 15546.00| 7.50000 19432.50| 6.00000 15546.00 Borrow Excavation(Improved Roadbed) | | | 0070 214A000 307.000 CUYD| 15.00000 4605.00| 10.00000 3070.00| 15.00000 4605.00 Structure Excavation | | | 0080 214B001 69.000 CUYD| 30.00000 2070.00| 40.00000 2760.00| 30.00000 2070.00 Foundation Backfill, Commercial | | | 0090 230A000 28.000 RBST| 300.00000 8400.00| 300.00000 8400.00| 300.00000 8400.00 Roadbed Processing | | | 0100 301A338 7100.000 SQYD| 3.00000 21300.00| 7.25000 51475.00| 8.00000 56800.00 Selected Soil Subbase Course, Type B, | | | Road Mixed, 5" Compacted Thickness | | | 0110 401A047 7100.000 SQYD| 0.78000 5538.00| 0.80000 5680.00| 0.80000 5680.00 Bituminous Treatment A, MC-70 | | | 0120 405A000 1000.000 GAL | 1.05000 1050.00| 1.06000 1060.00| 1.05000 1050.00 Tack Coat | | | 0130 424A360 711.000 TON | 45.15000 32101.65| 45.58000 32407.38| 46.00000 32706.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 500.000 TON | 47.25000 23625.00| 47.70000 23850.00| 48.00000 24000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 837.000 TON | 45.15000 37790.55| 45.58000 38150.46| 46.00000 38502.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20031107022 COUNTIES : CHOCTAW LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 13099 |( 3 ) 19007 |THE MORRIS GROUP, INC. |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 300.000 TON | 54.00000 16200.00| 63.60000 19080.00| 70.00000 21000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B659 3500.000 TON | 44.10000 154350.00| 44.52000 155820.00| 45.00000 157500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424C360 1013.000 TON | 42.00000 42546.00| 42.46000 43011.98| 42.00000 42546.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0190 428B000 6560.000 LF | 0.27000 1771.20| 0.27000 1771.20| 0.27000 1771.20 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0200 430B000 200.000 TON | 25.00000 5000.00| 22.25000 4450.00| 25.00000 5000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 450B000 107.000 SQYD| 65.00000 6955.00| 70.00000 7490.00| 90.00000 9630.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0220 502A000 144700.000 LB | 0.50000 72350.00| 0.50000 72350.00| 0.55000 79585.00 Steel Reinforcement | | | 0230 502B000 LUMP| 115000.00000 115000.00| 150000.00000 150000.00| 127000.00000 127000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 423+14.1875, | | | APPROX. 201,700 LBS | | | 0240 505A000 1.000 EACH| 550.00000 550.00| 5000.00000 5000.00| 2500.00000 2500.00 Steel Test Piles (HP 10x42) | | | 0250 505B055 1.000 EACH| 3000.00000 3000.00| 5000.00000 5000.00| 5500.00000 5500.00 Static Loading Tests (HP 10x42) | | | 0260 505B085 1.000 EACH| 200.00000 200.00| 5000.00000 5000.00| 1900.00000 1900.00 Dynamic Loading Tests (HP 10x42) | | | 0270 505M000 790.000 LF | 28.00000 22120.00| 25.00000 19750.00| 26.00000 20540.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0280 506A000 148.000 LF | 105.00000 15540.00| 162.18000 24002.64| 161.00000 23828.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0290 506A008 393.000 LF | 90.00000 35370.00| 162.18000 63736.74| 161.00000 63273.00 Drilled Shaft Excavation, 4'-0" Diamete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20031107022 COUNTIES : CHOCTAW LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 13099 |( 3 ) 19007 |THE MORRIS GROUP, INC. |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 506C042 393.000 LF | 85.00000 33405.00| 63.60000 24994.80| 63.00000 24759.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0310 506C043 148.000 LF | 95.00000 14060.00| 63.60000 9412.80| 63.00000 9324.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0320 506G002 10.000 EACH| 210.00000 2100.00| 1060.00000 10600.00| 1050.00000 10500.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0330 506G003 4.000 EACH| 210.00000 840.00| 1060.00000 4240.00| 1050.00000 4200.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0340 508A000 13590.000 LB | 2.00000 27180.00| 3.50000 47565.00| 3.00000 40770.00 Structural Steel | | | 0350 510A000 278.000 CUYD| 595.00000 165410.00| 420.00000 116760.00| 485.00000 134830.00 Bridge Substructure Concrete, Class A | | | 0360 510C051 LUMP| 380000.00000 380000.00| 500000.00000 500000.00| 560000.00000 560000.00 Bridge Concrete Superstructure, STA. | | | 423+14.1875, APPROX. 921 CY | | | 0370 510E000 2740.000 SQYD| 2.00000 5480.00| 4.00000 10960.00| 2.40000 6576.00 Grooving Concrete Bridge Decks | | | 0380 511A052 84.000 EACH| 120.00000 10080.00| 100.00000 8400.00| 102.00000 8568.00 Elastomeric Bearing Type 2(Mark B3) | | | 0390 511A053 12.000 EACH| 150.00000 1800.00| 140.00000 1680.00| 190.00000 2280.00 Elastomeric Bearing Type 2(Mark B4) | | | 0400 513B005 3327.000 LF | 100.00000 332700.00| 100.00000 332700.00| 110.00000 365970.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0410 513B017 745.000 LF | 120.00000 89400.00| 110.00000 81950.00| 125.00000 93125.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0420 530A005 190.000 LF | 75.00000 14250.00| 69.95000 13290.50| 75.00000 14250.00 42" Roadway Pipe (Class 3 R.C.) | | | 0430 600A000 LUMP| 278300.00000 278300.00| 250000.00000 250000.00| 286000.00000 286000.00 Mobilization | | | 0440 606A000 500.000 LF | 14.00000 7000.00| 1.00000 500.00| 14.00000 7000.00 6" Underdrain Pipe | | | 0450 610C001 750.000 TON | 27.00000 20250.00| 26.10000 19575.00| 27.00000 20250.00 Loose Riprap, Class 2 | | | 0460 610D003 381.000 SQYD| 2.00000 762.00| 3.00000 1143.00| 2.00000 762.00 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20031107022 COUNTIES : CHOCTAW LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 13099 |( 3 ) 19007 |THE MORRIS GROUP, INC. |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 619A006 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 750.00000 750.00 42" Roadway Pipe End Treatment, Class 1 | | | 0480 621A013 1.000 EACH| 4100.00000 4100.00| 5000.00000 5000.00| 5500.00000 5500.00 Junction Boxes, Type Special | | | 0490 630A001 300.000 LF | 13.00000 3900.00| 10.90000 3270.00| 11.00000 3300.00 Steel Beam Guardrail, Class A, Type 2 | | | 0500 630C003 4.000 EACH| 1025.00000 4100.00| 1050.00000 4200.00| 1050.00000 4200.00 Guardrail End Anchor, Type 13 | | | 0510 630C050 4.000 EACH| 1470.00000 5880.00| 1425.00000 5700.00| 1425.00000 5700.00 Guardrail End Anchor, Type 20 Series | | | 0520 650A000 2423.000 CUYD| 5.00000 12115.00| 5.00000 12115.00| 5.00000 12115.00 Topsoil | | | 0530 650B000 4986.000 CUYD| 4.00000 19944.00| 6.50000 32409.00| 4.00000 19944.00 Topsoil From Stockpiles | | | 0540 652A057 5.000 ACRE| 450.00000 2250.00| 500.00000 2500.00| 600.00000 3000.00 Seeding (Mix 3A) | | | 0550 652B055 2.000 ACRE| 450.00000 900.00| 500.00000 1000.00| 600.00000 1200.00 Temporary Seeding (Mix 3AT) | | | 0560 652D057 2.000 ACRE| 450.00000 900.00| 500.00000 1000.00| 600.00000 1200.00 Seeding In Stubble (Mix 3A) | | | 0570 656A000 7.000 ACRE| 400.00000 2800.00| 500.00000 3500.00| 600.00000 4200.00 Mulching, Class A, Type 1 | | | 0580 659A002 50.000 SQYD| 1.10000 55.00| 5.00000 250.00| 5.00000 250.00 Erosion Control Netting, Class C1 | | | 0590 665F000 500.000 EACH| 6.00000 3000.00| 10.00000 5000.00| 6.00000 3000.00 Hay Bales | | | 0600 665I000 100.000 TON | 35.00000 3500.00| 30.10000 3010.00| 35.00000 3500.00 Temporary Riprap, Class 2 | | | 0610 665J000 9000.000 LF | 2.75000 24750.00| 5.00000 45000.00| 2.50000 22500.00 Silt Fence, Type A | | | 0620 665K000 60.000 CUYD| 25.00000 1500.00| 10.00000 600.00| 25.00000 1500.00 Drainage Sump Excavation | | | 0630 666A001 5.000 ACRE| 100.00000 500.00| 100.00000 500.00| 100.00000 500.00 Pest Control Treatment | | | 0640 680A000 LUMP| 28000.00000 28000.00| 20000.00000 20000.00| 31000.00000 31000.00 Engineering Controls | | | 0650 701A028 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 022 -6 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20031107022 COUNTIES : CHOCTAW LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 13099 |( 3 ) 19007 |THE MORRIS GROUP, INC. |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 701A046 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0670 701A048 2.000 MILE| 2500.00000 5000.00| 2500.00000 5000.00| 2500.00000 5000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0680 701C002 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Broken Temporary Traffic Stripe (Paint) | | | 0690 701C003 4.000 MILE| 600.00000 2400.00| 600.00000 2400.00| 600.00000 2400.00 Solid Temporary Traffic Stripe (Paint) | | | 0700 701G125 1374.000 LF | 3.61000 4960.14| 3.61000 4960.14| 4.00000 5496.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0710 701G129 687.000 LF | 1.48000 1016.76| 1.48000 1016.76| 1.50000 1030.50 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0720 701G133 1374.000 LF | 3.75000 5152.50| 3.61000 4960.14| 3.75000 5152.50 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0730 705A032 21.000 EACH| 6.00000 126.00| 6.00000 126.00| 6.00000 126.00 Pavement Markers, Class A-H, Type 1-B | | | 0740 705A037 56.000 EACH| 6.00000 336.00| 6.00000 336.00| 6.00000 336.00 Pavement Markers, Class A-H, Type 2-D | | | 0750 740B000 427.000 SQFT| 7.00000 2989.00| 10.00000 4270.00| 10.50000 4483.50 Construction Signs | | | 0760 740D000 100.000 EACH| 55.00000 5500.00| 70.00000 7000.00| 65.00000 6500.00 Channelizing Drums | | | 0770 740E000 50.000 EACH| 25.00000 1250.00| 50.00000 2500.00| 10.00000 500.00 Cones (36 Inches High) | | | 0780 740F002 10.000 EACH| 150.00000 1500.00| 300.00000 3000.00| 250.00000 2500.00 Barricades, Type III | | | 0790 740I005 4.000 EACH| 688.00000 2752.00| 1000.00000 4000.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | 0800 740M001 50.000 EACH| 5.00000 250.00| 10.00000 500.00| 7.00000 350.00 Ballast For Cone | | | 0810 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,498,478.80| $ 2,731,451.04| $ 2,832,186.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,498,478.80| $ 2,731,451.04| $ 2,832,186.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20031107023 COUNTIES : CONECUH LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : FLEX-0041(500) for constructing the Roadway Realignment on S.R.#41 in Range. Length 0.549 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07001 S. A. GRAHAM COMPANY, INC. $ 832,939.75 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 906,185.92 108.7937% 3 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 923,769.95 110.9048% 4 20050 TOMLIN CONSTRUCTION, LLC $ 924,438.15 110.9850% 5 23011 HOSEA O. WEAVER & SONS, INC. $ 1,005,755.03 120.7476% 6 19047 SOUTHEAST CHEROKEE CONSTRUCTION CO., INC. $ 1,129,765.70 135.6359% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031107023 COUNTIES : CONECUH LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07001 |( 2 ) 18005 |( 3 ) 01059 |S. A. GRAHAM COMPANY, INC. |GRADY RALLS & SONS, INC. |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 28000.00000 28000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 10 Acres) | | | 0020 206D000 202.000 LF | 5.00000 1010.00| 3.00000 606.00| 8.00000 1616.00 Removing Pipe | | | 0030 210A000 33925.000 CUYD| 1.65000 55976.25| 2.30000 78027.50| 3.60000 122130.00 Unclassified Excavation | | | 0040 210D012 19452.000 CUYD| 4.45000 86561.40| 5.65000 109903.80| 0.10000 1945.20 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0050 214A000 1119.000 CUYD| 3.00000 3357.00| 5.00000 5595.00| 6.00000 6714.00 Structure Excavation | | | 0060 214B000 340.000 CUYD| 1.00000 340.00| 20.00000 6800.00| 10.00000 3400.00 Foundation Backfill, Local | | | 0070 230A000 38.000 RBST| 225.00000 8550.00| 185.00000 7030.00| 200.00000 7600.00 Roadbed Processing | | | 0080 301A252 8545.000 SQYD| 4.39000 37512.55| 4.55000 38879.75| 3.60000 30762.00 Soil Aggregate Base Course, Type C, | | | Yard Mixed, 6" Compacted Thickness | | | 0090 401A000 8545.000 SQYD| 0.56000 4785.20| 0.45000 3845.25| 0.60000 5127.00 Bituminous Treatment A | | | 0100 405A000 1099.000 GAL | 2.27000 2494.73| 1.25000 1373.75| 2.50000 2747.50 Tack Coat | | | 0110 424A360 683.000 TON | 43.84000 29942.72| 42.24000 28849.92| 45.00000 30735.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424B651 841.000 TON | 43.68000 36734.88| 38.60000 32462.60| 46.00000 38686.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0130 424B655 60.000 TON | 60.61000 3636.60| 50.00000 3000.00| 62.00000 3720.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B659 1489.000 TON | 40.66000 60542.74| 38.60000 57475.40| 43.00000 64027.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031107023 COUNTIES : CONECUH LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07001 |( 2 ) 18005 |( 3 ) 01059 |S. A. GRAHAM COMPANY, INC. |GRADY RALLS & SONS, INC. |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B681 1070.000 TON | 41.41000 44308.70| 39.60000 42372.00| 45.00000 48150.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0160 424C361 1287.000 TON | 39.39000 50694.93| 45.00000 57915.00| 43.00000 55341.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 430B000 100.000 TON | 30.00000 3000.00| 30.00000 3000.00| 25.00000 2500.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0180 502A000 1087.000 LB | 0.60000 652.20| 0.60000 652.20| 1.50000 1630.50 Steel Reinforcement | | | 0190 530A002 138.000 LF | 20.50000 2829.00| 24.00000 3312.00| 25.00000 3450.00 24" Roadway Pipe (Class 3 R.C.) | | | 0200 530A003 101.000 LF | 28.00000 2828.00| 31.00000 3131.00| 38.00000 3838.00 30" Roadway Pipe (Class 3 R.C.) | | | 0210 530A007 92.000 LF | 83.00000 7636.00| 72.00000 6624.00| 90.00000 8280.00 54" Roadway Pipe (Class 3 R.C.) | | | 0220 530A104 66.000 LF | 36.75000 2425.50| 35.00000 2310.00| 45.00000 2970.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 530A600 70.000 LF | 16.00000 1120.00| 18.00000 1260.00| 20.00000 1400.00 15" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0240 530B008 430.000 LF | 120.00000 51600.00| 115.00000 49450.00| 140.00000 60200.00 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0250 535A080 102.000 LF | 17.50000 1785.00| 21.00000 2142.00| 20.00000 2040.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0260 600A000 LUMP| 79350.00000 79350.00| 64500.00000 64500.00| 60000.00000 60000.00 Mobilization | | | 0270 602A000 22.000 EACH| 80.00000 1760.00| 75.00000 1650.00| 100.00000 2200.00 Right Of Way Markers | | | 0280 610C001 2919.000 TON | 23.50000 68596.50| 28.50000 83191.50| 27.00000 78813.00 Loose Riprap, Class 2 | | | 0290 610D003 2148.000 SQYD| 2.50000 5370.00| 1.75000 3759.00| 2.00000 4296.00 Filter Blanket, Geotextile | | | 0300 619A003 2.000 EACH| 600.00000 1200.00| 460.00000 920.00| 475.00000 950.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031107023 COUNTIES : CONECUH LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07001 |( 2 ) 18005 |( 3 ) 01059 |S. A. GRAHAM COMPANY, INC. |GRADY RALLS & SONS, INC. |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 619A004 2.000 EACH| 750.00000 1500.00| 515.00000 1030.00| 525.00000 1050.00 30" Roadway Pipe End Treatment, Class 1 | | | 0320 619A101 4.000 EACH| 450.00000 1800.00| 360.00000 1440.00| 450.00000 1800.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619A204 1.000 EACH| 1500.00000 1500.00| 1350.00000 1350.00| 1000.00000 1000.00 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0340 619A229 1.000 EACH| 2000.00000 2000.00| 1600.00000 1600.00| 1300.00000 1300.00 36" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0350 619B289 2.000 EACH| 3000.00000 6000.00| 1800.00000 3600.00| 7200.00000 14400.00 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0360 620A000 14.000 CUYD| 700.00000 9800.00| 500.00000 7000.00| 550.00000 7700.00 Minor Structure Concrete | | | 0370 650A000 4302.000 CUYD| 1.00000 4302.00| 6.15000 26457.30| 4.50000 19359.00 Topsoil | | | 0380 652A057 8.000 ACRE| 500.00000 4000.00| 475.00000 3800.00| 550.00000 4400.00 Seeding (Mix 3A) | | | 0390 654A001 2598.000 SQYD| 4.00000 10392.00| 3.00000 7794.00| 4.50000 11691.00 Solid Sodding (Bermuda) | | | 0400 656A000 10.000 ACRE| 425.00000 4250.00| 350.00000 3500.00| 475.00000 4750.00 Mulching, Class A, Type 1 | | | 0410 659A001 5717.000 SQYD| 1.50000 8575.50| 1.75000 10004.75| 1.75000 10004.75 Erosion Control Netting, Class B | | | 0420 659A002 2068.000 SQYD| 5.00000 10340.00| 2.90000 5997.20| 6.00000 12408.00 Erosion Control Netting, Class C1 | | | 0430 665A000 10.000 ACRE| 300.00000 3000.00| 200.00000 2000.00| 325.00000 3250.00 Temporary Seeding | | | 0440 665B000 10.000 ACRE| 350.00000 3500.00| 300.00000 3000.00| 350.00000 3500.00 Temporary Mulching | | | 0450 665F000 125.000 EACH| 6.00000 750.00| 5.00000 625.00| 6.50000 812.50 Hay Bales | | | 0460 665I000 500.000 TON | 25.00000 12500.00| 28.50000 14250.00| 25.00000 12500.00 Temporary Riprap, Class 2 | | | 0470 665J000 14500.000 LF | 1.00000 14500.00| 2.85000 41325.00| 3.25000 47125.00 Silt Fence, Type A | | | 0480 665K000 100.000 CUYD| 20.00000 2000.00| 10.00000 1000.00| 12.00000 1200.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031107023 COUNTIES : CONECUH LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07001 |( 2 ) 18005 |( 3 ) 01059 |S. A. GRAHAM COMPANY, INC. |GRADY RALLS & SONS, INC. |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 666A001 10.000 ACRE| 35.00000 350.00| 75.00000 750.00| 40.00000 400.00 Pest Control Treatment | | | 0500 680A000 LUMP| 13000.00000 13000.00| 5000.00000 5000.00| 30000.00000 30000.00 Engineering Controls | | | 0510 701A028 2.000 MILE| 2020.00000 4040.00| 2000.00000 4000.00| 2100.00000 4200.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0520 701A048 2.000 MILE| 2525.00000 5050.00| 2500.00000 5000.00| 2600.00000 5200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0530 701C001 3.000 MILE| 606.00000 1818.00| 600.00000 1800.00| 625.00000 1875.00 Solid Temporary Traffic Stripe | | | 0540 701D008 1.000 MILE| 1768.00000 1768.00| 1750.00000 1750.00| 1800.00000 1800.00 Solid Traffic Stripe Removed (Plastic) | | | 0550 701D015 1.000 MILE| 1515.00000 1515.00| 1500.00000 1500.00| 1550.00000 1550.00 Broken Traffic Stripe Removed (Plastic) | | | 0560 703A002 133.000 SQFT| 5.05000 671.65| 5.00000 665.00| 5.50000 731.50 Traffic Control Markings, Class 2, Type | | | A | | | 0570 705A037 90.000 EACH| 6.06000 545.40| 6.00000 540.00| 6.50000 585.00 Pavement Markers, Class A-H, Type 2-D | | | 0580 709A001 1.000 EACH| 101.25000 101.25| 300.00000 300.00| 260.00000 260.00 Milepost, Type B | | | 0590 710A115 85.000 SQFT| 15.00000 1275.00| 26.00000 2210.00| 19.00000 1615.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0600 710B001 143.000 LF | 5.35000 765.05| 8.00000 1144.00| 7.50000 1072.50 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0610 713A000 24.000 LF | 110.00000 2640.00| 140.00000 3360.00| 125.00000 3000.00 Permanent Barricades | | | 0620 740B000 488.000 SQFT| 12.00000 5856.00| 12.00000 5856.00| 20.00000 9760.00 Construction Signs | | | 0630 740D000 75.000 EACH| 35.00000 2625.00| 30.00000 2250.00| 150.00000 11250.00 Channelizing Drums | | | 0640 740E000 50.000 EACH| 0.10000 5.00| 10.00000 500.00| 110.00000 5500.00 Cones (36 Inches High) | | | 0650 740F002 10.000 EACH| 200.00000 2000.00| 250.00000 2500.00| 180.00000 1800.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 023 -6 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031107023 COUNTIES : CONECUH LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07001 |( 2 ) 18005 |( 3 ) 01059 |S. A. GRAHAM COMPANY, INC. |GRADY RALLS & SONS, INC. |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 740I005 8.000 EACH| 200.00000 1600.00| 125.00000 1000.00| 180.00000 1440.00 Warning Lights, Type B (Detachable Head | | | 0670 740M001 50.000 EACH| 0.10000 5.00| 5.00000 250.00| 4.25000 212.50 Ballast For Cone | | | SECTION TOTALS | $ 832,939.75| $ 906,185.92| $ 923,769.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 832,939.75| $ 906,185.92| $ 923,769.95 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 023 -7 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031107023 COUNTIES : CONECUH LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23011 |( 6 ) 19047 |TOMLIN CONSTRUCTION, LLC |HOSEA O. WEAVER & SONS, INC |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 30000.00000 30000.00| 21959.84000 21959.84| 22500.00000 22500.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 10 Acres) | | | 0020 206D000 202.000 LF | 5.00000 1010.00| 14.33000 2894.66| 13.00000 2626.00 Removing Pipe | | | 0030 210A000 33925.000 CUYD| 2.75000 93293.75| 3.17000 107542.25| 3.25000 110256.25 Unclassified Excavation | | | 0040 210D012 19452.000 CUYD| 4.50000 87534.00| 6.93000 134802.36| 6.50000 126438.00 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0050 214A000 1119.000 CUYD| 6.00000 6714.00| 3.93000 4397.67| 9.00000 10071.00 Structure Excavation | | | 0060 214B000 340.000 CUYD| 25.00000 8500.00| 8.97000 3049.80| 25.00000 8500.00 Foundation Backfill, Local | | | 0070 230A000 38.000 RBST| 300.00000 11400.00| 222.07000 8438.66| 300.00000 11400.00 Roadbed Processing | | | 0080 301A252 8545.000 SQYD| 3.60000 30762.00| 4.14000 35376.30| 7.00000 59815.00 Soil Aggregate Base Course, Type C, | | | Yard Mixed, 6" Compacted Thickness | | | 0090 401A000 8545.000 SQYD| 0.55000 4699.75| 0.43000 3674.35| 0.58000 4956.10 Bituminous Treatment A | | | 0100 405A000 1099.000 GAL | 2.25000 2472.75| 1.17000 1285.83| 2.40000 2637.60 Tack Coat | | | 0110 424A360 683.000 TON | 43.40000 29642.20| 48.52000 33139.16| 45.00000 30735.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424B651 841.000 TON | 43.25000 36373.25| 44.53000 37449.73| 45.00000 37845.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0130 424B655 60.000 TON | 60.00000 3600.00| 60.13000 3607.80| 63.00000 3780.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B659 1489.000 TON | 40.25000 59932.25| 46.09000 68628.01| 50.00000 74450.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 023 -8 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031107023 COUNTIES : CONECUH LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23011 |( 6 ) 19047 |TOMLIN CONSTRUCTION, LLC |HOSEA O. WEAVER & SONS, INC |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B681 1070.000 TON | 41.00000 43870.00| 42.37000 45335.90| 43.00000 46010.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0160 424C361 1287.000 TON | 39.00000 50193.00| 44.86000 57734.82| 41.00000 52767.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 430B000 100.000 TON | 30.00000 3000.00| 15.06000 1506.00| 30.00000 3000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0180 502A000 1087.000 LB | 0.60000 652.20| 0.92000 1000.04| 0.75000 815.25 Steel Reinforcement | | | 0190 530A002 138.000 LF | 24.00000 3312.00| 23.82000 3287.16| 24.00000 3312.00 24" Roadway Pipe (Class 3 R.C.) | | | 0200 530A003 101.000 LF | 42.00000 4242.00| 33.08000 3341.08| 30.00000 3030.00 30" Roadway Pipe (Class 3 R.C.) | | | 0210 530A007 92.000 LF | 80.00000 7360.00| 70.44000 6480.48| 93.00000 8556.00 54" Roadway Pipe (Class 3 R.C.) | | | 0220 530A104 66.000 LF | 48.00000 3168.00| 46.63000 3077.58| 41.00000 2706.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 530A600 70.000 LF | 16.00000 1120.00| 13.03000 912.10| 20.00000 1400.00 15" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0240 530B008 430.000 LF | 120.00000 51600.00| 101.84000 43791.20| 115.00000 49450.00 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0250 535A080 102.000 LF | 18.00000 1836.00| 17.27000 1761.54| 21.00000 2142.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0260 600A000 LUMP| 44500.00000 44500.00| 80387.94000 80387.94| 130000.00000 130000.00 Mobilization | | | 0270 602A000 22.000 EACH| 150.00000 3300.00| 157.67000 3468.74| 200.00000 4400.00 Right Of Way Markers | | | 0280 610C001 2919.000 TON | 25.00000 72975.00| 29.89000 87248.91| 28.00000 81732.00 Loose Riprap, Class 2 | | | 0290 610D003 2148.000 SQYD| 2.50000 5370.00| 2.69000 5778.12| 2.75000 5907.00 Filter Blanket, Geotextile | | | 0300 619A003 2.000 EACH| 450.00000 900.00| 700.05000 1400.10| 950.00000 1900.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 023 -9 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031107023 COUNTIES : CONECUH LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23011 |( 6 ) 19047 |TOMLIN CONSTRUCTION, LLC |HOSEA O. WEAVER & SONS, INC |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 619A004 2.000 EACH| 450.00000 900.00| 861.60000 1723.20| 1100.00000 2200.00 30" Roadway Pipe End Treatment, Class 1 | | | 0320 619A101 4.000 EACH| 350.00000 1400.00| 538.50000 2154.00| 900.00000 3600.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619A204 1.000 EACH| 525.00000 525.00| 1965.53000 1965.53| 2000.00000 2000.00 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0340 619A229 1.000 EACH| 2200.00000 2200.00| 3231.00000 3231.00| 4000.00000 4000.00 36" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0350 619B289 2.000 EACH| 1200.00000 2400.00| 4684.95000 9369.90| 4750.00000 9500.00 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0360 620A000 14.000 CUYD| 1000.00000 14000.00| 753.90000 10554.60| 750.00000 10500.00 Minor Structure Concrete | | | 0370 650A000 4302.000 CUYD| 5.00000 21510.00| 5.29000 22757.58| 7.00000 30114.00 Topsoil | | | 0380 652A057 8.000 ACRE| 500.00000 4000.00| 538.50000 4308.00| 450.00000 3600.00 Seeding (Mix 3A) | | | 0390 654A001 2598.000 SQYD| 3.00000 7794.00| 2.96000 7690.08| 3.50000 9093.00 Solid Sodding (Bermuda) | | | 0400 656A000 10.000 ACRE| 450.00000 4500.00| 538.50000 5385.00| 400.00000 4000.00 Mulching, Class A, Type 1 | | | 0410 659A001 5717.000 SQYD| 2.00000 11434.00| 1.62000 9261.54| 1.00000 5717.00 Erosion Control Netting, Class B | | | 0420 659A002 2068.000 SQYD| 8.00000 16544.00| 5.33000 11022.44| 4.00000 8272.00 Erosion Control Netting, Class C1 | | | 0430 665A000 10.000 ACRE| 300.00000 3000.00| 376.95000 3769.50| 400.00000 4000.00 Temporary Seeding | | | 0440 665B000 10.000 ACRE| 300.00000 3000.00| 376.95000 3769.50| 400.00000 4000.00 Temporary Mulching | | | 0450 665F000 125.000 EACH| 10.00000 1250.00| 8.40000 1050.00| 12.00000 1500.00 Hay Bales | | | 0460 665I000 500.000 TON | 50.00000 25000.00| 28.14000 14070.00| 38.00000 19000.00 Temporary Riprap, Class 2 | | | 0470 665J000 14500.000 LF | 2.50000 36250.00| 2.39000 34655.00| 3.75000 54375.00 Silt Fence, Type A | | | 0480 665K000 100.000 CUYD| 50.00000 5000.00| 39.05000 3905.00| 10.00000 1000.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 023 -10 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031107023 COUNTIES : CONECUH LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23011 |( 6 ) 19047 |TOMLIN CONSTRUCTION, LLC |HOSEA O. WEAVER & SONS, INC |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 666A001 10.000 ACRE| 10.00000 100.00| 10.77000 107.70| 3.00000 30.00 Pest Control Treatment | | | 0500 680A000 LUMP| 25000.00000 25000.00| 9377.14000 9377.14| 15000.00000 15000.00 Engineering Controls | | | 0510 701A028 2.000 MILE| 2000.00000 4000.00| 1588.58000 3177.16| 2200.00000 4400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0520 701A048 2.000 MILE| 2500.00000 5000.00| 2073.23000 4146.46| 2750.00000 5500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0530 701C001 3.000 MILE| 600.00000 1800.00| 673.13000 2019.39| 660.00000 1980.00 Solid Temporary Traffic Stripe | | | 0540 701D008 1.000 MILE| 1750.00000 1750.00| 1990.30000 1990.30| 1950.00000 1950.00 Solid Traffic Stripe Removed (Plastic) | | | 0550 701D015 1.000 MILE| 1500.00000 1500.00| 1705.97000 1705.97| 1650.00000 1650.00 Broken Traffic Stripe Removed (Plastic) | | | 0560 703A002 133.000 SQFT| 5.00000 665.00| 2.26000 300.58| 5.50000 731.50 Traffic Control Markings, Class 2, Type | | | A | | | 0570 705A037 90.000 EACH| 6.00000 540.00| 7.00000 630.00| 6.60000 594.00 Pavement Markers, Class A-H, Type 2-D | | | 0580 709A001 1.000 EACH| 200.00000 200.00| 102.32000 102.32| 115.00000 115.00 Milepost, Type B | | | 0590 710A115 85.000 SQFT| 18.50000 1572.50| 15.08000 1281.80| 17.00000 1445.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0600 710B001 143.000 LF | 8.50000 1215.50| 5.39000 770.77| 6.00000 858.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0610 713A000 24.000 LF | 200.00000 4800.00| 123.86000 2972.64| 125.00000 3000.00 Permanent Barricades | | | 0620 740B000 488.000 SQFT| 7.00000 3416.00| 11.83000 5773.04| 8.00000 3904.00 Construction Signs | | | 0630 740D000 75.000 EACH| 58.00000 4350.00| 41.82000 3136.50| 60.00000 4500.00 Channelizing Drums | | | 0640 740E000 50.000 EACH| 25.00000 1250.00| 10.75000 537.50| 11.00000 550.00 Cones (36 Inches High) | | | 0650 740F002 10.000 EACH| 150.00000 1500.00| 238.99000 2389.90| 200.00000 2000.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 023 -11 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20031107023 COUNTIES : CONECUH LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23011 |( 6 ) 19047 |TOMLIN CONSTRUCTION, LLC |HOSEA O. WEAVER & SONS, INC |SOUTHEAST CHEROKEE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 740I005 8.000 EACH| 155.00000 1240.00| 197.17000 1577.36| 200.00000 1600.00 Warning Lights, Type B (Detachable Head | | | 0670 740M001 50.000 EACH| 10.00000 500.00| 7.17000 358.50| 7.00000 350.00 Ballast For Cone | | | SECTION TOTALS | $ 924,438.15| $ 1,005,755.03| $ 1,129,765.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 924,438.15| $ 1,005,755.03| $ 1,129,765.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20031107026 COUNTIES : CALHOUN LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 CONTRACT TIME : 155 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0204(511) for constructing the Bridge Replacement and Approaches on S.R.#204 over Tallasseehatchee Creek west of Jacksonville. Length - 0.217 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,569,703.15 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 1,597,522.25 101.7723% 3 13099 MCINNIS, LLC $ 1,599,052.85 101.8698% 4 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 1,748,621.28 111.3982% 5 19037 SIMPSON BRIDGE COMPANY, INC. $ 1,998,462.55 127.3147% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20031107026 COUNTIES : CALHOUN LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 13099 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2.0 ACRES) | | | 0020 206A001 LUMP| 60000.00000 60000.00| 30000.00000 30000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 110+86.7 | | | 0030 206D011 85.000 LF | 2.50000 212.50| 4.00000 340.00| 2.50000 212.50 Removing Fence | | | 0040 210A000 1546.000 CUYD| 2.25000 3478.50| 6.50000 10049.00| 2.25000 3478.50 Unclassified Excavation | | | 0050 210D000 2941.000 CUYD| 10.00000 29410.00| 8.50000 24998.50| 10.00000 29410.00 Borrow Excavation | | | 0060 214A000 31.000 CUYD| 4.50000 139.50| 15.00000 465.00| 4.50000 139.50 Structure Excavation | | | 0070 214B001 37.000 CUYD| 23.00000 851.00| 30.00000 1110.00| 23.00000 851.00 Foundation Backfill, Commercial | | | 0080 301A006 142.000 SQYD| 6.84000 971.28| 8.25000 1171.50| 6.84000 971.28 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.5" Compacted Thickness | | | 0090 301A012 3263.000 SQYD| 6.67000 21764.21| 8.00000 26104.00| 6.67000 21764.21 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 3334.000 SQYD| 0.46000 1533.64| 0.49000 1633.66| 0.46000 1533.64 Bituminous Treatment A | | | 0110 401B108 560.000 SQYD| 20.00000 11200.00| 20.00000 11200.00| 21.00000 11760.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0120 405A000 1413.000 GAL | 1.07000 1511.91| 2.00000 2826.00| 1.07000 1511.91 Tack Coat | | | 0122 408A051 342.000 SQYD| 6.25000 2137.50| 7.25000 2479.50| 6.25000 2137.50 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0124 408A053 1467.000 SQYD| 5.10000 7481.70| 6.25000 9168.75| 5.10000 7481.70 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0126 408A054 142.000 SQYD| 7.52000 1067.84| 8.52000 1209.84| 7.52000 1067.84 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20031107026 COUNTIES : CALHOUN LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 13099 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424A360 2056.000 TON | 36.87000 75804.72| 40.00000 82240.00| 36.81000 75681.36 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 350.000 TON | 44.06000 15421.00| 45.50000 15925.00| 44.06000 15421.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 4459.000 TON | 31.27000 139432.93| 35.00000 156065.00| 31.27000 139432.93 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0160 424B655 500.000 TON | 63.39000 31695.00| 65.00000 32500.00| 63.39000 31695.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424C360 582.000 TON | 38.54000 22430.28| 42.00000 24444.00| 38.54000 22430.28 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0180 430B005 1500.000 TON | 19.00000 28500.00| 30.00000 45000.00| 19.00000 28500.00 Aggregate Surfacing (ALDOT #410) | | | 0190 450B000 110.000 SQYD| 65.00000 7150.00| 95.00000 10450.00| 85.00000 9350.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 502A000 80580.000 LB | 0.50000 40290.00| 0.65000 52377.00| 0.65000 52377.00 Steel Reinforcement | | | 0210 502B000 LUMP| 40000.00000 40000.00| 52245.00000 52245.00| 59000.00000 59000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 110+70, APPROX. | | | 77300 LBS. | | | 0220 506A000 52.000 LF | 215.00000 11180.00| 185.00000 9620.00| 220.00000 11440.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0230 506A005 133.000 LF | 215.00000 28595.00| 150.00000 19950.00| 220.00000 29260.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0240 506B002 64.000 LF | 700.00000 44800.00| 700.00000 44800.00| 685.00000 43840.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0250 506B004 48.000 LF | 750.00000 36000.00| 1000.00000 48000.00| 735.00000 35280.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20031107026 COUNTIES : CALHOUN LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 13099 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 506C041 196.000 LF | 60.00000 11760.00| 100.00000 19600.00| 60.00000 11760.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0270 506C043 100.000 LF | 70.00000 7000.00| 110.00000 11000.00| 70.00000 7000.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0280 506F001 34.000 LF | 115.00000 3910.00| 275.00000 9350.00| 125.00000 4250.00 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0290 506G001 8.000 EACH| 1100.00000 8800.00| 500.00000 4000.00| 1000.00000 8000.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0300 506G003 6.000 EACH| 1100.00000 6600.00| 500.00000 3000.00| 1000.00000 6000.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0310 508A000 9850.000 LB | 2.50000 24625.00| 2.50000 24625.00| 4.00000 39400.00 Structural Steel | | | 0320 510A000 238.000 CUYD| 300.00000 71400.00| 280.00000 66640.00| 425.00000 101150.00 Bridge Substructure Concrete, Class A | | | 0330 510C002 LUMP| 163500.00000 163500.00| 165000.00000 165000.00| 165000.00000 165000.00 Bridge Concrete Superstructure STA. | | | 110+70, APPROX. 300 CU. YD. | | | 0340 510E000 970.000 SQYD| 3.00000 2910.00| 5.00000 4850.00| 4.50000 4365.00 Grooving Concrete Bridge Decks | | | 0350 511A001 56.000 EACH| 200.00000 11200.00| 100.00000 5600.00| 100.00000 5600.00 Elastomeric Bearings, Type 2 | | | 0360 513B004 1510.000 LF | 95.00000 143450.00| 75.00000 113250.00| 58.00000 87580.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0370 530A002 130.000 LF | 21.00000 2730.00| 42.00000 5460.00| 21.00000 2730.00 24" Roadway Pipe (Class 3 R.C.) | | | 0380 535A080 437.000 LF | 21.00000 9177.00| 30.00000 13110.00| 21.00000 9177.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0390 600A000 LUMP| 127225.42000 127225.42| 60000.00000 60000.00| 135000.00000 135000.00 Mobilization | | | 0400 601A000 1.000 EACH| 5000.00000 5000.00| 3000.00000 3000.00| 8000.00000 8000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0410 610C001 3229.000 TON | 20.00000 64580.00| 28.00000 90412.00| 20.00000 64580.00 Loose Riprap, Class 2 | | | 0420 610D000 3550.000 SQYD| 2.00000 7100.00| 5.00000 17750.00| 2.50000 8875.00 Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 026 -5 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20031107026 COUNTIES : CALHOUN LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 13099 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 619A003 1.000 EACH| 600.00000 600.00| 450.00000 450.00| 650.00000 650.00 24" Roadway Pipe End Treatment, Class 1 | | | 0440 619A101 8.000 EACH| 500.00000 4000.00| 450.00000 3600.00| 500.00000 4000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0450 621C027 1.000 EACH| 1750.00000 1750.00| 500.00000 500.00| 3000.00000 3000.00 Inlets, Type C | | | 0460 629D000 20.000 EACH| 2250.00000 45000.00| 2500.00000 50000.00| 2250.00000 45000.00 Bridge Guardrail Retrofit, Type IC | | | 0470 630A001 1311.000 LF | 11.50000 15076.50| 12.50000 16387.50| 11.50000 15076.50 Steel Beam Guardrail, Class A, Type 2 | | | 0480 630C001 1.000 EACH| 650.00000 650.00| 850.00000 850.00| 650.00000 650.00 Guardrail End Anchor, Type 8 | | | 0490 630C003 20.000 EACH| 1050.00000 21000.00| 1250.00000 25000.00| 1050.00000 21000.00 Guardrail End Anchor, Type 13 | | | 0500 630C070 11.000 EACH| 1200.00000 13200.00| 1295.00000 14245.00| 1200.00000 13200.00 Guardrail End Anchor, Type 10 Series | | | 0510 650B000 638.000 CUYD| 6.00000 3828.00| 6.50000 4147.00| 6.00000 3828.00 Topsoil From Stockpiles | | | 0520 652A053 1.000 ACRE| 1000.00000 1000.00| 1500.00000 1500.00| 1800.00000 1800.00 Seeding (Mix 1E) | | | 0525 656A001 1.000 ACRE| 1000.00000 1000.00| 2000.00000 2000.00| 1100.00000 1100.00 Mulching, Class A, Type 2 | | | 0530 659A000 2183.000 SQYD| 2.00000 4366.00| 3.00000 6549.00| 2.20000 4802.60 Erosion Control Netting, Class A | | | 0532 665A000 2.000 ACRE| 500.00000 1000.00| 1000.00000 2000.00| 550.00000 1100.00 Temporary Seeding | | | 0535 665B000 2.000 ACRE| 500.00000 1000.00| 1000.00000 2000.00| 550.00000 1100.00 Temporary Mulching | | | 0540 665F000 325.000 EACH| 5.00000 1625.00| 9.00000 2925.00| 5.00000 1625.00 Hay Bales | | | 0550 665G000 55.000 EACH| 3.00000 165.00| 10.00000 550.00| 3.00000 165.00 Sand Bags | | | 0560 665H000 5.000 EACH| 500.00000 2500.00| 1500.00000 7500.00| 500.00000 2500.00 Erosion Control Check Dams, Type 1 | | | 0570 665I000 318.000 TON | 20.00000 6360.00| 28.00000 8904.00| 20.00000 6360.00 Temporary Riprap, Class 2 | | | 0580 665J000 3896.000 LF | 3.00000 11688.00| 6.50000 25324.00| 3.00000 11688.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 026 -6 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20031107026 COUNTIES : CALHOUN LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 13099 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 665K000 26.000 CUYD| 10.00000 260.00| 20.00000 520.00| 10.00000 260.00 Drainage Sump Excavation | | | 0600 665L000 240.000 LF | 15.00000 3600.00| 12.00000 2880.00| 20.00000 4800.00 Floating Basin Boom | | | 0610 680A000 LUMP| 37500.00000 37500.00| 30000.00000 30000.00| 47500.00000 47500.00 Engineering Controls | | | 0620 701A028 7.000 MILE| 1485.00000 10395.00| 1400.00000 9800.00| 1485.00000 10395.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0630 701A048 7.000 MILE| 1685.00000 11795.00| 1500.00000 10500.00| 1685.00000 11795.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0640 701C001 7.000 MILE| 750.00000 5250.00| 450.00000 3150.00| 750.00000 5250.00 Solid Temporary Traffic Stripe | | | 0650 701G125 528.000 LF | 4.30000 2270.40| 4.50000 2376.00| 4.30000 2270.40 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0660 701G133 528.000 LF | 4.44000 2344.32| 4.50000 2376.00| 4.40000 2323.20 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0670 703A002 479.000 SQFT| 3.00000 1437.00| 2.50000 1197.50| 3.00000 1437.00 Traffic Control Markings, Class 2, Type | | | A | | | 0680 705A037 72.000 EACH| 6.00000 432.00| 5.00000 360.00| 6.00000 432.00 Pavement Markers, Class A-H, Type 2-D | | | 0690 740B000 649.000 SQFT| 10.00000 6490.00| 12.50000 8112.50| 14.00000 9086.00 Construction Signs | | | 0700 740D000 20.000 EACH| 85.00000 1700.00| 85.00000 1700.00| 75.00000 1500.00 Channelizing Drums | | | 0710 740E000 40.000 EACH| 15.00000 600.00| 40.00000 1600.00| 20.00000 800.00 Cones (36 Inches High) | | | 0720 740F002 13.000 EACH| 215.00000 2795.00| 300.00000 3900.00| 275.00000 3575.00 Barricades, Type III | | | 0730 740I005 9.000 EACH| 600.00000 5400.00| 400.00000 3600.00| 250.00000 2250.00 Warning Lights, Type B (Detachable Head | | | 0740 740M001 40.000 EACH| 10.00000 400.00| 20.00000 800.00| 1.00000 40.00 Ballast For Cone | | | 0750 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,569,703.15| $ 1,597,522.25| $ 1,599,052.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,569,703.15| $ 1,597,522.25| $ 1,599,052.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 026 -7 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20031107026 COUNTIES : CALHOUN LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 19037 |( ) |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2.0 ACRES) | | | 0020 206A001 LUMP| 35000.00000 35000.00| 210000.00000 210000.00| Removal Of Old Bridge, Station 110+86.7 | | | 0030 206D011 85.000 LF | 10.00000 850.00| 10.00000 850.00| Removing Fence | | | 0040 210A000 1546.000 CUYD| 6.88000 10636.48| 6.35000 9817.10| Unclassified Excavation | | | 0050 210D000 2941.000 CUYD| 10.60000 31174.60| 5.60000 16469.60| Borrow Excavation | | | 0060 214A000 31.000 CUYD| 16.00000 496.00| 16.15000 500.65| Structure Excavation | | | 0070 214B001 37.000 CUYD| 48.00000 1776.00| 23.00000 851.00| Foundation Backfill, Commercial | | | 0080 301A006 142.000 SQYD| 12.00000 1704.00| 5.25000 745.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.5" Compacted Thickness | | | 0090 301A012 3263.000 SQYD| 8.00000 26104.00| 6.30000 20556.90| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 3334.000 SQYD| 2.00000 6668.00| 1.15000 3834.10| Bituminous Treatment A | | | 0110 401B108 560.000 SQYD| 4.00000 2240.00| 4.20000 2352.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0120 405A000 1413.000 GAL | 1.50000 2119.50| 1.50000 2119.50| Tack Coat | | | 0122 408A051 342.000 SQYD| 5.00000 1710.00| 5.25000 1795.50| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0124 408A053 1467.000 SQYD| 5.00000 7335.00| 5.25000 7701.75| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0126 408A054 142.000 SQYD| 10.00000 1420.00| 5.25000 745.50| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 026 -8 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20031107026 COUNTIES : CALHOUN LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 19037 |( ) |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424A360 2056.000 TON | 44.00000 90464.00| 44.10000 90669.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 350.000 TON | 50.00000 17500.00| 44.10000 15435.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 4459.000 TON | 33.00000 147147.00| 35.00000 156065.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0160 424B655 500.000 TON | 50.00000 25000.00| 68.25000 34125.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424C360 582.000 TON | 32.00000 18624.00| 35.70000 20777.40| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0180 430B005 1500.000 TON | 15.00000 22500.00| 20.00000 30000.00| Aggregate Surfacing (ALDOT #410) | | | 0190 450B000 110.000 SQYD| 90.00000 9900.00| 94.00000 10340.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 502A000 80580.000 LB | 0.48000 38678.40| 0.55000 44319.00| Steel Reinforcement | | | 0210 502B000 LUMP| 40000.00000 40000.00| 45800.00000 45800.00| Steel Reinforcement For Bridge | | | Superstructure, STA 110+70, APPROX. | | | 77300 LBS. | | | 0220 506A000 52.000 LF | 210.00000 10920.00| 210.00000 10920.00| Drilled Shaft Excavation, 4'-6" Diamete | | | 0230 506A005 133.000 LF | 210.00000 27930.00| 210.00000 27930.00| Drilled Shaft Excavation, 3'-6" Diamete | | | 0240 506B002 64.000 LF | 688.00000 44032.00| 690.00000 44160.00| Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0250 506B004 48.000 LF | 740.00000 35520.00| 740.00000 35520.00| Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 026 -9 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20031107026 COUNTIES : CALHOUN LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 19037 |( ) |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 506C041 196.000 LF | 58.00000 11368.00| 100.00000 19600.00| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0270 506C043 100.000 LF | 68.00000 6800.00| 140.00000 14000.00| Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0280 506F001 34.000 LF | 115.00000 3910.00| 115.00000 3910.00| Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0290 506G001 8.000 EACH| 2000.00000 16000.00| 1050.00000 8400.00| Crosshole Sonic Logging, 3'-6" Diameter | | | 0300 506G003 6.000 EACH| 2000.00000 12000.00| 1050.00000 6300.00| Crosshole Sonic Logging, 4'-6" Diameter | | | 0310 508A000 9850.000 LB | 4.00000 39400.00| 3.40000 33490.00| Structural Steel | | | 0320 510A000 238.000 CUYD| 480.00000 114240.00| 435.00000 103530.00| Bridge Substructure Concrete, Class A | | | 0330 510C002 LUMP| 216000.00000 216000.00| 200000.00000 200000.00| Bridge Concrete Superstructure STA. | | | 110+70, APPROX. 300 CU. YD. | | | 0340 510E000 970.000 SQYD| 3.00000 2910.00| 3.00000 2910.00| Grooving Concrete Bridge Decks | | | 0350 511A001 56.000 EACH| 250.00000 14000.00| 71.50000 4004.00| Elastomeric Bearings, Type 2 | | | 0360 513B004 1510.000 LF | 70.00000 105700.00| 65.00000 98150.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0370 530A002 130.000 LF | 37.20000 4836.00| 37.50000 4875.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0380 535A080 437.000 LF | 26.25000 11471.25| 34.00000 14858.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0390 600A000 LUMP| 166500.00000 166500.00| 250000.00000 250000.00| Mobilization | | | 0400 601A000 1.000 EACH| 15000.00000 15000.00| 15000.00000 15000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0410 610C001 3229.000 TON | 22.00000 71038.00| 24.50000 79110.50| Loose Riprap, Class 2 | | | 0420 610D000 3550.000 SQYD| 2.65000 9407.50| 4.00000 14200.00| Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 026 -10 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20031107026 COUNTIES : CALHOUN LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 19037 |( ) |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 619A003 1.000 EACH| 689.00000 689.00| 598.00000 598.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0440 619A101 8.000 EACH| 504.00000 4032.00| 775.00000 6200.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0450 621C027 1.000 EACH| 3180.00000 3180.00| 775.00000 775.00| Inlets, Type C | | | 0460 629D000 20.000 EACH| 2000.00000 40000.00| 2400.00000 48000.00| Bridge Guardrail Retrofit, Type IC | | | 0470 630A001 1311.000 LF | 11.25000 14748.75| 12.10000 15863.10| Steel Beam Guardrail, Class A, Type 2 | | | 0480 630C001 1.000 EACH| 640.00000 640.00| 685.00000 685.00| Guardrail End Anchor, Type 8 | | | 0490 630C003 20.000 EACH| 1010.00000 20200.00| 1100.00000 22000.00| Guardrail End Anchor, Type 13 | | | 0500 630C070 11.000 EACH| 1380.00000 15180.00| 1100.00000 12100.00| Guardrail End Anchor, Type 10 Series | | | 0510 650B000 638.000 CUYD| 10.00000 6380.00| 2.65000 1690.70| Topsoil From Stockpiles | | | 0520 652A053 1.000 ACRE| 1060.00000 1060.00| 1985.00000 1985.00| Seeding (Mix 1E) | | | 0525 656A001 1.000 ACRE| 1060.00000 1060.00| 1100.00000 1100.00| Mulching, Class A, Type 2 | | | 0530 659A000 2183.000 SQYD| 2.12000 4627.96| 3.00000 6549.00| Erosion Control Netting, Class A | | | 0532 665A000 2.000 ACRE| 530.00000 1060.00| 900.00000 1800.00| Temporary Seeding | | | 0535 665B000 2.000 ACRE| 530.00000 1060.00| 1100.00000 2200.00| Temporary Mulching | | | 0540 665F000 325.000 EACH| 8.00000 2600.00| 6.90000 2242.50| Hay Bales | | | 0550 665G000 55.000 EACH| 10.00000 550.00| 2.40000 132.00| Sand Bags | | | 0560 665H000 5.000 EACH| 250.00000 1250.00| 105.00000 525.00| Erosion Control Check Dams, Type 1 | | | 0570 665I000 318.000 TON | 22.00000 6996.00| 26.25000 8347.50| Temporary Riprap, Class 2 | | | 0580 665J000 3896.000 LF | 4.00000 15584.00| 5.80000 22596.80| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 026 -11 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20031107026 COUNTIES : CALHOUN LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 19037 |( ) |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 665K000 26.000 CUYD| 25.00000 650.00| 31.35000 815.10| Drainage Sump Excavation | | | 0600 665L000 240.000 LF | 25.00000 6000.00| 16.00000 3840.00| Floating Basin Boom | | | 0610 680A000 LUMP| 65000.00000 65000.00| 75000.00000 75000.00| Engineering Controls | | | 0620 701A028 7.000 MILE| 1650.00000 11550.00| 1155.00000 8085.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0630 701A048 7.000 MILE| 1870.00000 13090.00| 1470.00000 10290.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0640 701C001 7.000 MILE| 835.00000 5845.00| 370.00000 2590.00| Solid Temporary Traffic Stripe | | | 0650 701G125 528.000 LF | 4.30000 2270.40| 3.70000 1953.60| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0660 701G133 528.000 LF | 4.45000 2349.60| 3.70000 1953.60| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0670 703A002 479.000 SQFT| 3.33000 1595.07| 2.10000 1005.90| Traffic Control Markings, Class 2, Type | | | A | | | 0680 705A037 72.000 EACH| 6.66000 479.52| 4.75000 342.00| Pavement Markers, Class A-H, Type 2-D | | | 0690 740B000 649.000 SQFT| 8.25000 5354.25| 7.35000 4770.15| Construction Signs | | | 0700 740D000 20.000 EACH| 60.00000 1200.00| 61.00000 1220.00| Channelizing Drums | | | 0710 740E000 40.000 EACH| 17.00000 680.00| 18.00000 720.00| Cones (36 Inches High) | | | 0720 740F002 13.000 EACH| 175.00000 2275.00| 160.00000 2080.00| Barricades, Type III | | | 0730 740I005 9.000 EACH| 435.00000 3915.00| 450.00000 4050.00| Warning Lights, Type B (Detachable Head | | | 0740 740M001 40.000 EACH| 6.00000 240.00| 10.50000 420.00| Ballast For Cone | | | 0750 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,748,621.28| $ 1,998,462.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,748,621.28| $ 1,998,462.55| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20031107028 COUNTIES : CHEROKEE LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1000(212) for constructing the Bridge Replacement and Approaches on C.R.#24 over Ballplay Creek west of Ball Flat. Length - 0.212 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 723,005.00 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 734,296.50 101.5617% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 769,318.55 106.4057% 4 19037 SIMPSON BRIDGE COMPANY, INC. $ 798,772.60 110.4795% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20031107028 COUNTIES : CHEROKEE LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 16032 |( 3 ) 01007 |MCINNIS, LLC |PRICHARD CONSTRUCTION COMPA |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 43000.00000 43000.00| 20000.00000 20000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 4+97.80, | | | SITE 6 | | | 0020 206D000 60.000 LF | 6.00000 360.00| 15.00000 900.00| 6.00000 360.00 Removing Pipe | | | 0030 210A000 2796.000 CUYD| 4.50000 12582.00| 6.00000 16776.00| 4.50000 12582.00 Unclassified Excavation | | | 0040 210D001 3136.000 CUYD| 7.00000 21952.00| 8.50000 26656.00| 7.00000 21952.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 230A000 9.000 RBST| 750.00000 6750.00| 750.00000 6750.00| 825.00000 7425.00 Roadbed Processing | | | 0060 301A012 2695.000 SQYD| 9.00000 24255.00| 10.00000 26950.00| 9.91000 26707.45 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 2629.000 SQYD| 1.50000 3943.50| 1.50000 3943.50| 0.80000 2103.20 Bituminous Treatment A | | | 0080 405A000 100.000 GAL | 3.50000 350.00| 6.00000 600.00| 3.00000 300.00 Tack Coat | | | 0090 424A341 163.000 TON | 78.00000 12714.00| 70.00000 11410.00| 78.00000 12714.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 424B636 216.000 TON | 70.00000 15120.00| 70.00000 15120.00| 68.00000 14688.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0110 450B000 107.000 SQYD| 80.00000 8560.00| 90.00000 9630.00| 65.00000 6955.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0120 502A000 40600.000 LB | 0.65000 26390.00| 0.60000 24360.00| 0.50000 20300.00 Steel Reinforcement | | | 0130 502B000 LUMP| 38000.00000 38000.00| 37635.00000 37635.00| 30000.00000 30000.00 Steel Reinforcement For Bridge | | | Superstructure, SITE 6, STA 4+39, | | | APPROX 57,900 LBS | | | 0140 506A005 100.000 LF | 145.00000 14500.00| 210.00000 21000.00| 155.00000 15500.00 Drilled Shaft Excavation, 3'-6" Diamete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20031107028 COUNTIES : CHEROKEE LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 16032 |( 3 ) 01007 |MCINNIS, LLC |PRICHARD CONSTRUCTION COMPA |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506B002 72.000 LF | 800.00000 57600.00| 900.00000 64800.00| 825.00000 59400.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0160 506C041 118.000 LF | 75.00000 8850.00| 175.00000 20650.00| 75.00000 8850.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0170 506G001 6.000 EACH| 550.00000 3300.00| 550.00000 3300.00| 530.00000 3180.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0180 508A000 5100.000 LB | 3.50000 17850.00| 3.00000 15300.00| 3.50000 17850.00 Structural Steel | | | 0190 510A000 101.000 CUYD| 400.00000 40400.00| 300.00000 30300.00| 350.00000 35350.00 Bridge Substructure Concrete, Class A | | | 0200 510C051 LUMP| 115000.00000 115000.00| 126500.00000 126500.00| 133000.00000 133000.00 Bridge Concrete Superstructure, 4+39, | | | APPROX 230 CU YDS | | | 0210 510E000 640.000 SQYD| 6.00000 3840.00| 5.00000 3200.00| 3.50000 2240.00 Grooving Concrete Bridge Decks | | | 0220 511A051 32.000 EACH| 100.00000 3200.00| 100.00000 3200.00| 150.00000 4800.00 Elastomeric Bearing Type 2(Mark B2) | | | 0230 513B004 944.000 LF | 60.00000 56640.00| 75.00000 70800.00| 90.00000 84960.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0240 600A000 LUMP| 83000.00000 83000.00| 50000.00000 50000.00| 90500.00000 90500.00 Mobilization | | | 0250 610C001 1166.000 TON | 22.00000 25652.00| 28.00000 32648.00| 22.00000 25652.00 Loose Riprap, Class 2 | | | 0260 610D000 631.000 SQYD| 3.00000 1893.00| 6.00000 3786.00| 2.00000 1262.00 Filter Blanket | | | 0270 630A001 488.000 LF | 11.50000 5612.00| 12.00000 5856.00| 11.05000 5392.40 Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C003 4.000 EACH| 1100.00000 4400.00| 1350.00000 5400.00| 1050.00000 4200.00 Guardrail End Anchor, Type 13 | | | 0290 630C070 4.000 EACH| 1300.00000 5200.00| 1350.00000 5400.00| 1280.00000 5120.00 Guardrail End Anchor, Type 10 Series | | | 0300 635A000 940.000 LF | 10.00000 9400.00| 9.50000 8930.00| 6.50000 6110.00 Woven Wire Fence | | | 0310 650A000 43.000 CUYD| 6.00000 258.00| 12.00000 516.00| 6.00000 258.00 Topsoil | | | 0320 650B000 525.000 CUYD| 6.50000 3412.50| 10.00000 5250.00| 6.50000 3412.50 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20031107028 COUNTIES : CHEROKEE LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 16032 |( 3 ) 01007 |MCINNIS, LLC |PRICHARD CONSTRUCTION COMPA |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 652A053 1.000 ACRE| 1100.00000 1100.00| 1500.00000 1500.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0340 656A001 1.000 ACRE| 880.00000 880.00| 1500.00000 1500.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0350 659A000 1290.000 SQYD| 2.50000 3225.00| 6.00000 7740.00| 2.00000 2580.00 Erosion Control Netting, Class A | | | 0360 665A000 1.000 ACRE| 600.00000 600.00| 1000.00000 1000.00| 1000.00000 1000.00 Temporary Seeding | | | 0370 665B000 1.000 ACRE| 600.00000 600.00| 1000.00000 1000.00| 1000.00000 1000.00 Temporary Mulching | | | 0380 665E000 100.000 SQYD| 0.25000 25.00| 10.00000 1000.00| 0.25000 25.00 Polyethylene | | | 0390 665F000 100.000 EACH| 5.00000 500.00| 9.00000 900.00| 5.00000 500.00 Hay Bales | | | 0400 665J000 2150.000 LF | 5.00000 10750.00| 6.00000 12900.00| 3.00000 6450.00 Silt Fence, Type A | | | 0420 680A000 LUMP| 22500.00000 22500.00| 20000.00000 20000.00| 39250.00000 39250.00 Engineering Controls | | | 0430 701A031 1.000 MILE| 2200.00000 2200.00| 2500.00000 2500.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0440 701A035 1.000 MILE| 2750.00000 2750.00| 2500.00000 2500.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0450 705A037 33.000 EACH| 11.00000 363.00| 12.00000 396.00| 10.00000 330.00 Pavement Markers, Class A-H, Type 2-D | | | 0460 740B000 102.000 SQFT| 14.00000 1428.00| 12.00000 1224.00| 10.00000 1020.00 Construction Signs | | | 0470 740F002 6.000 EACH| 250.00000 1500.00| 300.00000 1800.00| 215.00000 1290.00 Barricades, Type III | | | 0480 740I005 2.000 EACH| 300.00000 600.00| 385.00000 770.00| 625.00000 1250.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 723,005.00| $ 734,296.50| $ 769,318.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 723,005.00| $ 734,296.50| $ 769,318.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 028 -5 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20031107028 COUNTIES : CHEROKEE LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 63000.00000 63000.00| | Removal Of Old Bridge, Station 4+97.80, | | | SITE 6 | | | 0020 206D000 60.000 LF | 11.40000 684.00| | Removing Pipe | | | 0030 210A000 2796.000 CUYD| 5.45000 15238.20| | Unclassified Excavation | | | 0040 210D001 3136.000 CUYD| 6.35000 19913.60| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 230A000 9.000 RBST| 790.00000 7110.00| | Roadbed Processing | | | 0060 301A012 2695.000 SQYD| 8.25000 22233.75| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 2629.000 SQYD| 1.30000 3417.70| | Bituminous Treatment A | | | 0080 405A000 100.000 GAL | 3.10000 310.00| | Tack Coat | | | 0090 424A341 163.000 TON | 77.25000 12591.75| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 424B636 216.000 TON | 67.98000 14683.68| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0110 450B000 107.000 SQYD| 96.00000 10272.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0120 502A000 40600.000 LB | 0.52000 21112.00| | Steel Reinforcement | | | 0130 502B000 LUMP| 33400.00000 33400.00| | Steel Reinforcement For Bridge | | | Superstructure, SITE 6, STA 4+39, | | | APPROX 57,900 LBS | | | 0140 506A005 100.000 LF | 148.00000 14800.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 028 -6 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20031107028 COUNTIES : CHEROKEE LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506B002 72.000 LF | 800.00000 57600.00| | Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0160 506C041 118.000 LF | 124.00000 14632.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0170 506G001 6.000 EACH| 620.00000 3720.00| | Crosshole Sonic Logging, 3'-6" Diameter | | | 0180 508A000 5100.000 LB | 3.70000 18870.00| | Structural Steel | | | 0190 510A000 101.000 CUYD| 577.00000 58277.00| | Bridge Substructure Concrete, Class A | | | 0200 510C051 LUMP| 131500.00000 131500.00| | Bridge Concrete Superstructure, 4+39, | | | APPROX 230 CU YDS | | | 0210 510E000 640.000 SQYD| 4.20000 2688.00| | Grooving Concrete Bridge Decks | | | 0220 511A051 32.000 EACH| 65.00000 2080.00| | Elastomeric Bearing Type 2(Mark B2) | | | 0230 513B004 944.000 LF | 65.40000 61737.60| | Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0240 600A000 LUMP| 89000.00000 89000.00| | Mobilization | | | 0250 610C001 1166.000 TON | 24.00000 27984.00| | Loose Riprap, Class 2 | | | 0260 610D000 631.000 SQYD| 4.00000 2524.00| | Filter Blanket | | | 0270 630A001 488.000 LF | 12.90000 6295.20| | Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C003 4.000 EACH| 1133.00000 4532.00| | Guardrail End Anchor, Type 13 | | | 0290 630C070 4.000 EACH| 1260.00000 5040.00| | Guardrail End Anchor, Type 10 Series | | | 0300 635A000 940.000 LF | 4.90000 4606.00| | Woven Wire Fence | | | 0310 650A000 43.000 CUYD| 17.75000 763.25| | Topsoil | | | 0320 650B000 525.000 CUYD| 4.00000 2100.00| | Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 028 -7 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20031107028 COUNTIES : CHEROKEE LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 652A053 1.000 ACRE| 2200.00000 2200.00| | Seeding (Mix 1E) | | | 0340 656A001 1.000 ACRE| 2200.00000 2200.00| | Mulching, Class A, Type 2 | | | 0350 659A000 1290.000 SQYD| 2.60000 3354.00| | Erosion Control Netting, Class A | | | 0360 665A000 1.000 ACRE| 890.00000 890.00| | Temporary Seeding | | | 0370 665B000 1.000 ACRE| 890.00000 890.00| | Temporary Mulching | | | 0380 665E000 100.000 SQYD| 14.30000 1430.00| | Polyethylene | | | 0390 665F000 100.000 EACH| 8.50000 850.00| | Hay Bales | | | 0400 665J000 2150.000 LF | 5.25000 11287.50| | Silt Fence, Type A | | | 0420 680A000 LUMP| 38100.00000 38100.00| | Engineering Controls | | | 0430 701A031 1.000 MILE| 930.00000 930.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0440 701A035 1.000 MILE| 1130.00000 1130.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0450 705A037 33.000 EACH| 5.15000 169.95| | Pavement Markers, Class A-H, Type 2-D | | | 0460 740B000 102.000 SQFT| 7.21000 735.42| | Construction Signs | | | 0470 740F002 6.000 EACH| 165.00000 990.00| | Barricades, Type III | | | 0480 740I005 2.000 EACH| 450.00000 900.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 798,772.60| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 798,772.60| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20031107029 COUNTIES : CLARKE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1300(204) for constructing the Bridge Replacement (Precast) on Elam Road at Bashi Creek northwest of Thomasville. Length 0.030 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 314,483.00 100.0000% 2 13099 MCINNIS, LLC $ 381,770.00 121.3961% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20031107029 COUNTIES : CLARKE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| Removal Of Old Bridge, Station 6+16.48 | | | 0020 210A000 1500.000 CUYD| 3.50000 5250.00| 8.00000 12000.00| Unclassified Excavation | | | 0030 502A000 110.000 LB | 0.10000 11.00| 8.00000 880.00| Steel Reinforcement | | | 0040 505A030 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B100 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M000 1280.000 LF | 24.00000 30720.00| 26.00000 33280.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0070 507A000 2.000 EACH| 2500.00000 5000.00| 2400.00000 4800.00| Wire Rope Abutment Anchor Assembly | | | 0080 510A000 15.000 CUYD| 600.00000 9000.00| 575.00000 8625.00| Bridge Substructure Concrete, Class A | | | 0090 511A000 55.000 EACH| 50.00000 2750.00| 125.00000 6875.00| Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 2400.00000 4800.00| 3800.00000 7600.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 3.000 EACH| 2700.00000 8100.00| 3300.00000 9900.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 24.000 EACH| 2550.00000 61200.00| 4200.00000 100800.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 8.000 EACH| 3100.00000 24800.00| 4500.00000 36000.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 4.000 EACH| 2800.00000 11200.00| 4000.00000 16000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20031107029 COUNTIES : CLARKE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D030 4.000 EACH| 2700.00000 10800.00| 3800.00000 15200.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0160 512E000 16.000 EACH| 1450.00000 23200.00| 500.00000 8000.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0170 512F000 8.000 EACH| 550.00000 4400.00| 600.00000 4800.00| Precast Concrete Wing Panels, Type W1 | | | 0180 512G000 4.000 EACH| 450.00000 1800.00| 900.00000 3600.00| Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 52000.00000 52000.00| 30000.00000 30000.00| Mobilization | | | 0200 610C001 190.000 TON | 35.00000 6650.00| 35.00000 6650.00| Loose Riprap, Class 2 | | | 0210 610D000 190.000 SQYD| 8.00000 1520.00| 10.00000 1900.00| Filter Blanket | | | 0220 630C003 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| Guardrail End Anchor, Type 13 | | | 0230 630C070 4.000 EACH| 1300.00000 5200.00| 1200.00000 4800.00| Guardrail End Anchor, Type 10 Series | | | 0240 665E000 100.000 SQYD| 0.01000 1.00| 5.00000 500.00| Polyethylene | | | 0250 665F000 50.000 EACH| 20.00000 1000.00| 5.00000 250.00| Hay Bales | | | 0260 665G000 25.000 EACH| 5.00000 125.00| 8.00000 200.00| Sand Bags | | | 0270 665J000 200.000 LF | 6.50000 1300.00| 7.00000 1400.00| Silt Fence, Type A | | | 0280 680A000 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| Engineering Controls | | | 0290 740B000 141.000 SQFT| 16.00000 2256.00| 10.00000 1410.00| Construction Signs | | | 0300 740F002 8.000 EACH| 600.00000 4800.00| 275.00000 2200.00| Barricades, Type III | | | 0310 740I005 4.000 EACH| 600.00000 2400.00| 275.00000 1100.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 314,483.00| $ 381,770.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 314,483.00| $ 381,770.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20031107030 COUNTIES : CLARKE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1312(200) for constructing the Bridge Replacement and Approaches on C.R.#3 at Jackson Creek southwest of Grove Hill. Length 0.532 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 1,363,628.75 100.0000% 2 13099 MCINNIS, LLC $ 1,511,500.00 110.8440% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20031107030 COUNTIES : CLARKE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 140000.00000 140000.00| Removal Of Old Bridge, Station 544+84 | | | 0030 210A000 7800.000 CUYD| 4.00000 31200.00| 3.50000 27300.00| Unclassified Excavation | | | 0040 210D011 9100.000 CUYD| 7.75000 70525.00| 7.50000 68250.00| Borrow Excavation (A-4 or Better) | | | 0050 214A000 25.000 CUYD| 7.75000 193.75| 7.50000 187.50| Structure Excavation | | | 0060 214B000 25.000 CUYD| 40.00000 1000.00| 40.00000 1000.00| Foundation Backfill, Local | | | 0070 215A000 208.000 CUYD| 7.00000 1456.00| 30.00000 6240.00| Unclassified Bridge Excavation | | | 0080 230A000 9.000 RBST| 300.00000 2700.00| 300.00000 2700.00| Roadbed Processing | | | 0090 235A000 LUMP| 125000.00000 125000.00| 125000.00000 125000.00| Detour Bridge At Station 12+65 | | | 0100 301A102 2632.000 SQYD| 7.75000 20398.00| 7.50000 19740.00| Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0110 401A000 2080.000 SQYD| 0.80000 1664.00| 0.80000 1664.00| Bituminous Treatment A | | | 0120 405A000 375.000 GAL | 1.00000 375.00| 1.06000 397.50| Tack Coat | | | 0130 429A200 520.000 TON | 48.00000 24960.00| 48.00000 24960.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429A206 50.000 TON | 48.00000 2400.00| 48.00000 2400.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0150 429B201 1040.000 TON | 42.00000 43680.00| 43.00000 44720.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20031107030 COUNTIES : CLARKE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429C200 736.000 TON | 42.00000 30912.00| 43.00000 31648.00| Improved Bituminous Concrete Base Layer | | | 1" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0170 429C204 50.000 TON | 36.00000 1800.00| 100.00000 5000.00| Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0180 429C208 200.000 TON | 50.00000 10000.00| 50.00000 10000.00| Improved Bituminous Concrete Base Layer | | | Leveling, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0190 429C210 35.000 TON | 72.00000 2520.00| 75.00000 2625.00| Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0200 502A000 33000.000 LB | 0.50000 16500.00| 0.60000 19800.00| Steel Reinforcement | | | 0210 502B000 LUMP| 45000.00000 45000.00| 45000.00000 45000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta 544+55.00 (Approx | | | 79400 lbs) | | | 0220 503A000 100.000 CUYD| 140.00000 14000.00| 150.00000 15000.00| Seal Concrete | | | 0230 503B006 LUMP| 28000.00000 28000.00| 80000.00000 80000.00| Cofferdam And Pumping, Bent No. 2 | | | 0240 503B007 LUMP| 28000.00000 28000.00| 80000.00000 80000.00| Cofferdam And Pumping, Bent No. 3 | | | 0250 505A002 2.000 EACH| 2000.00000 4000.00| 5000.00000 10000.00| Steel Test Piles (HP 12x53) | | | 0260 505A004 1.000 EACH| 2000.00000 2000.00| 7500.00000 7500.00| Steel Test Piles (HP 14x73) | | | 0270 505B057 2.000 EACH| 2000.00000 4000.00| 6000.00000 12000.00| Static Loading Tests (HP 12x53) | | | 0280 505B059 1.000 EACH| 2000.00000 2000.00| 8000.00000 8000.00| Static Loading Tests (HP 14x73) | | | 0290 505M000 1080.000 LF | 20.00000 21600.00| 20.00000 21600.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20031107030 COUNTIES : CLARKE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 505M002 1833.000 LF | 20.00000 36660.00| 24.00000 43992.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0310 505M004 888.000 LF | 26.00000 23088.00| 28.00000 24864.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0320 508A000 10300.000 LB | 2.00000 20600.00| 3.50000 36050.00| Structural Steel | | | 0330 510A000 206.000 CUYD| 650.00000 133900.00| 420.00000 86520.00| Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 240000.00000 240000.00| 160000.00000 160000.00| Bridge Concrete Superstructure, Sta | | | 544+55.00 (Approx 322 cu yds) | | | 0350 510E000 907.000 SQYD| 3.00000 2721.00| 6.00000 5442.00| Grooving Concrete Bridge Decks | | | 0360 511A001 64.000 EACH| 65.00000 4160.00| 100.00000 6400.00| Elastomeric Bearings, Type 2 | | | 0370 513B003 1103.000 LF | 62.00000 68386.00| 70.00000 77210.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0380 513B004 237.000 LF | 88.00000 20856.00| 80.00000 18960.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0390 530A610 57.000 LF | 300.00000 17100.00| 150.00000 8550.00| 72" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0400 600A000 LUMP| 145000.00000 145000.00| 129310.00000 129310.00| Mobilization | | | 0410 610C001 450.000 TON | 27.00000 12150.00| 26.50000 11925.00| Loose Riprap, Class 2 | | | 0420 610D000 450.000 SQYD| 3.50000 1575.00| 3.00000 1350.00| Filter Blanket | | | 0430 630C003 4.000 EACH| 1300.00000 5200.00| 1000.00000 4000.00| Guardrail End Anchor, Type 13 | | | 0440 630C070 4.000 EACH| 1100.00000 4400.00| 1400.00000 5600.00| Guardrail End Anchor, Type 10 Series | | | 0450 631G009 4.000 EACH| 600.00000 2400.00| 750.00000 3000.00| Guardrail End Anchor, Type 10 Series | | | Relocated | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 030 -5 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20031107030 COUNTIES : CLARKE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 631G013 4.000 EACH| 600.00000 2400.00| 650.00000 2600.00| Guardrail End Anchor Type 13 Relocated | | | 0470 650A000 250.000 CUYD| 7.50000 1875.00| 7.50000 1875.00| Topsoil | | | 0480 650B000 1000.000 CUYD| 8.00000 8000.00| 5.00000 5000.00| Topsoil From Stockpiles | | | 0490 652A061 3.000 ACRE| 600.00000 1800.00| 500.00000 1500.00| Seeding (Mix 3E) | | | 0500 656A000 3.000 ACRE| 600.00000 1800.00| 500.00000 1500.00| Mulching, Class A, Type 1 | | | 0510 665A000 1.000 ACRE| 600.00000 600.00| 500.00000 500.00| Temporary Seeding | | | 0520 665B000 1.000 ACRE| 600.00000 600.00| 500.00000 500.00| Temporary Mulching | | | 0530 665E000 100.000 SQYD| 6.00000 600.00| 5.00000 500.00| Polyethylene | | | 0540 665F000 100.000 EACH| 20.00000 2000.00| 10.00000 1000.00| Hay Bales | | | 0550 665G000 100.000 EACH| 6.00000 600.00| 5.00000 500.00| Sand Bags | | | 0560 665I000 270.000 TON | 42.00000 11340.00| 35.00000 9450.00| Temporary Riprap, Class 2 | | | 0570 665J000 1900.000 LF | 6.00000 11400.00| 3.00000 5700.00| Silt Fence, Type A | | | 0580 680A000 LUMP| 4500.00000 4500.00| 23000.00000 23000.00| Engineering Controls | | | 0590 701A004 2.000 MILE| 600.00000 1200.00| 1000.00000 2000.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0600 701A012 2.000 MILE| 600.00000 1200.00| 1500.00000 3000.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0610 701C001 3.000 MILE| 600.00000 1800.00| 1500.00000 4500.00| Solid Temporary Traffic Stripe | | | 0620 740B000 202.000 SQFT| 12.00000 2424.00| 10.00000 2020.00| Construction Signs | | | 0630 740D000 30.000 EACH| 55.00000 1650.00| 100.00000 3000.00| Channelizing Drums | | | 0640 740E000 25.000 EACH| 30.00000 750.00| 10.00000 250.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 030 -6 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20031107030 COUNTIES : CLARKE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 740F002 4.000 EACH| 350.00000 1400.00| 400.00000 1600.00| Barricades, Type III | | | 0660 740I005 2.000 EACH| 350.00000 700.00| 400.00000 800.00| Warning Lights, Type B (Detachable Head | | | 0670 740L005 52.000 EACH| 55.00000 2860.00| 25.00000 1300.00| Vertical Panel, Type I (Double-Sided) | | | 0680 740M001 25.000 EACH| 2.00000 50.00| 20.00000 500.00| Ballast For Cone | | | SECTION TOTALS | $ 1,363,628.75| $ 1,511,500.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,363,628.75| $ 1,511,500.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20031107031 COUNTIES : CLAY LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1400(207) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on East Mill Road at Mad Indian Creek northeast of Lineville. Length 0.148 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 399,016.45 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 465,144.36 116.5727% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 488,794.00 122.4997% 4 16048 WALKER PATTON COMPANY, INC. $ 489,822.06 122.7574% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20031107031 COUNTIES : CLAY LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 16032 |( 3 ) 13022 |H & L CONSTRUCTION, INC. |PRICHARD CONSTRUCTION COMPA |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 14+70.14 | | | TO 15+29.86) | | | 0030 210A000 787.000 CUYD| 12.00000 9444.00| 8.00000 6296.00| 15.00000 11805.00 Unclassified Excavation | | | 0040 210D001 1386.000 CUYD| 17.50000 24255.00| 15.00000 20790.00| 15.00000 20790.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 1072.000 CUYD| 10.00000 10720.00| 15.00000 16080.00| 15.00000 16080.00 Structure Excavation | | | 0060 214B001 278.000 CUYD| 30.00000 8340.00| 30.00000 8340.00| 25.00000 6950.00 Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 700.00000 5600.00| 2000.00000 16000.00| 700.00000 5600.00 Roadbed Processing | | | 0080 301A012 5061.000 SQYD| 8.10000 40994.10| 10.50000 53140.50| 9.00000 45549.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1833.000 SQYD| 0.65000 1191.45| 0.90000 1649.70| 2.00000 3666.00 Bituminous Treatment A | | | 0100 405A000 67.000 GAL | 1.40000 93.80| 2.18000 146.06| 4.00000 268.00 Tack Coat | | | 0110 424A341 144.000 TON | 85.00000 12240.00| 105.00000 15120.00| 76.00000 10944.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B636 218.000 TON | 69.50000 15151.00| 65.00000 14170.00| 66.00000 14388.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0130 502A000 76728.000 LB | 0.50000 38364.00| 0.65000 49873.20| 0.75000 57546.00 Steel Reinforcement | | | 0140 524A011 438.000 CUYD| 332.00000 145416.00| 330.00000 144540.00| 365.00000 159870.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20031107031 COUNTIES : CLAY LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 16032 |( 3 ) 13022 |H & L CONSTRUCTION, INC. |PRICHARD CONSTRUCTION COMPA |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 58500.00000 58500.00 Mobilization | | | 0160 610C001 380.000 TON | 30.00000 11400.00| 30.00000 11400.00| 25.00000 9500.00 Loose Riprap, Class 2 | | | 0170 610D000 393.000 SQYD| 3.50000 1375.50| 4.50000 1768.50| 6.00000 2358.00 Filter Blanket | | | 0180 650A000 250.000 CUYD| 25.00000 6250.00| 25.00000 6250.00| 25.00000 6250.00 Topsoil | | | 0190 652A053 1.000 ACRE| 1000.00000 1000.00| 1500.00000 1500.00| 750.00000 750.00 Seeding (Mix 1E) | | | 0200 656A000 1.000 ACRE| 1000.00000 1000.00| 1500.00000 1500.00| 750.00000 750.00 Mulching, Class A, Type 1 | | | 0210 665F000 200.000 EACH| 5.00000 1000.00| 9.00000 1800.00| 14.00000 2800.00 Hay Bales | | | 0220 665J000 1500.000 LF | 4.00000 6000.00| 8.50000 12750.00| 3.50000 5250.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 8500.00000 8500.00| 11000.00000 11000.00| 17305.00000 17305.00 Engineering Controls | | | 0240 701E000 1572.000 LF | 0.60000 943.20| 0.90000 1414.80| 0.25000 393.00 Solid Temporary Traffic Stripe | | | 0250 701G009 1572.000 LF | 0.60000 943.20| 0.90000 1414.80| 0.25000 393.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0260 701G027 1572.000 LF | 0.60000 943.20| 0.90000 1414.80| 0.25000 393.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0270 705A037 20.000 EACH| 15.00000 300.00| 12.50000 250.00| 5.00000 100.00 Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 314.000 SQFT| 8.00000 2512.00| 14.00000 4396.00| 14.00000 4396.00 Construction Signs | | | 0290 740F002 8.000 EACH| 165.00000 1320.00| 325.00000 2600.00| 225.00000 1800.00 Barricades, Type III | | | 0300 740I005 4.000 EACH| 180.00000 720.00| 385.00000 1540.00| 350.00000 1400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 399,016.45| $ 465,144.36| $ 488,794.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 399,016.45| $ 465,144.36| $ 488,794.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20031107031 COUNTIES : CLAY LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 16048 |( ) |( ) |WALKER PATTON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 20640.00000 20640.00| | Removal Of Old Bridge, Station 14+70.14 | | | TO 15+29.86) | | | 0030 210A000 787.000 CUYD| 10.00000 7870.00| | Unclassified Excavation | | | 0040 210D001 1386.000 CUYD| 7.50000 10395.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 1072.000 CUYD| 57.00000 61104.00| | Structure Excavation | | | 0060 214B001 278.000 CUYD| 36.00000 10008.00| | Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 800.00000 6400.00| | Roadbed Processing | | | 0080 301A012 5061.000 SQYD| 7.63000 38615.43| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1833.000 SQYD| 0.65000 1191.45| | Bituminous Treatment A | | | 0100 405A000 67.000 GAL | 1.50000 100.50| | Tack Coat | | | 0110 424A341 144.000 TON | 63.00000 9072.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B636 218.000 TON | 57.00000 12426.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0130 502A000 76728.000 LB | 0.71000 54476.88| | Steel Reinforcement | | | 0140 524A011 438.000 CUYD| 387.00000 169506.00| | Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20031107031 COUNTIES : CLAY LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 16048 |( ) |( ) |WALKER PATTON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 45650.00000 45650.00| | Mobilization | | | 0160 610C001 380.000 TON | 28.00000 10640.00| | Loose Riprap, Class 2 | | | 0170 610D000 393.000 SQYD| 2.00000 786.00| | Filter Blanket | | | 0180 650A000 250.000 CUYD| 12.00000 3000.00| | Topsoil | | | 0190 652A053 1.000 ACRE| 1100.00000 1100.00| | Seeding (Mix 1E) | | | 0200 656A000 1.000 ACRE| 1100.00000 1100.00| | Mulching, Class A, Type 1 | | | 0210 665F000 200.000 EACH| 6.00000 1200.00| | Hay Bales | | | 0220 665J000 1500.000 LF | 3.00000 4500.00| | Silt Fence, Type A | | | 0230 680A000 LUMP| 9000.00000 9000.00| | Engineering Controls | | | 0240 701E000 1572.000 LF | 0.55000 864.60| | Solid Temporary Traffic Stripe | | | 0250 701G009 1572.000 LF | 0.55000 864.60| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0260 701G027 1572.000 LF | 0.55000 864.60| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0270 705A037 20.000 EACH| 5.75000 115.00| | Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 314.000 SQFT| 8.00000 2512.00| | Construction Signs | | | 0290 740F002 8.000 EACH| 250.00000 2000.00| | Barricades, Type III | | | 0300 740I005 4.000 EACH| 205.00000 820.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 489,822.06| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 489,822.06| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20031107032 COUNTIES : CLEBURNE LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1500(210) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#48 over Lost Creek north of Ranburne. Length - 0.025 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 202,178.19 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 206,814.36 102.2931% 3 08017 H & L CONSTRUCTION, INC. $ 212,887.60 105.2970% 4 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 247,214.75 122.2757% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20031107032 COUNTIES : CLEBURNE LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 16032 |( 3 ) 08017 |WARE CONSTRUCTION CO., INC. |PRICHARD CONSTRUCTION COMPA |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 201A001 LUMP| 1200.00000 1200.00| 500.00000 500.00| 1200.00000 1200.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 0.4 Acres) | | | 0020 206A000 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 9500.00000 9500.00 Removal Of Old Bridge, Station 15+00.00 | | | 0030 210A000 110.000 CUYD| 15.00000 1650.00| 8.00000 880.00| 17.00000 1870.00 Unclassified Excavation | | | 0040 210D000 283.000 CUYD| 38.00000 10754.00| 30.00000 8490.00| 40.00000 11320.00 Borrow Excavation | | | 0050 214A000 431.000 CUYD| 12.00000 5172.00| 15.00000 6465.00| 10.00000 4310.00 Structure Excavation | | | 0060 214B001 167.000 CUYD| 25.00000 4175.00| 30.00000 5010.00| 35.00000 5845.00 Foundation Backfill, Commercial | | | 0070 230A000 2.000 RBST| 2508.00000 5016.00| 2600.00000 5200.00| 1250.00000 2500.00 Roadbed Processing | | | 0080 301A012 431.000 SQYD| 17.07000 7357.17| 20.00000 8620.00| 27.50000 11852.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 339.000 SQYD| 2.05000 694.95| 3.00000 1017.00| 8.50000 2881.50 Bituminous Treatment A | | | 0100 405A000 9.000 GAL | 1.15000 10.35| 5.00000 45.00| 6.00000 54.00 Tack Coat | | | 0110 429A200 17.000 TON | 245.72000 4177.24| 250.00000 4250.00| 195.00000 3315.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 34.000 TON | 140.25000 4768.50| 150.00000 5100.00| 195.00000 6630.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B043 11.000 TON | 60.00000 660.00| 80.00000 880.00| 60.00000 660.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 46777.000 LB | 0.49000 22920.73| 0.68000 31808.36| 0.55000 25727.35 Steel Reinforcement | | | 0150 524A011 237.000 CUYD| 345.00000 81765.00| 310.00000 73470.00| 375.00000 88875.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20031107032 COUNTIES : CLEBURNE LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 16032 |( 3 ) 08017 |WARE CONSTRUCTION CO., INC. |PRICHARD CONSTRUCTION COMPA |H & L CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 16000.00000 16000.00| 12000.00000 12000.00| 12500.00000 12500.00 Mobilization | | | 0170 610C001 182.000 TON | 26.00000 4732.00| 30.00000 5460.00| 30.00000 5460.00 Loose Riprap, Class 2 | | | 0180 610D000 109.000 SQYD| 3.25000 354.25| 6.00000 654.00| 3.75000 408.75 Filter Blanket | | | 0190 650A000 80.000 CUYD| 40.00000 3200.00| 12.00000 960.00| 45.00000 3600.00 Topsoil | | | 0200 652A053 1.000 ACRE| 1200.00000 1200.00| 1500.00000 1500.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0210 656A000 1.000 ACRE| 1200.00000 1200.00| 1500.00000 1500.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0220 665F000 50.000 EACH| 6.00000 300.00| 9.00000 450.00| 5.00000 250.00 Hay Bales | | | 0230 665J000 400.000 LF | 4.25000 1700.00| 15.00000 6000.00| 6.00000 2400.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 5000.00000 5000.00 Engineering Controls | | | 0250 740B000 281.000 SQFT| 11.00000 3091.00| 15.00000 4215.00| 8.50000 2388.50 Construction Signs | | | 0260 740F002 8.000 EACH| 235.00000 1880.00| 350.00000 2800.00| 200.00000 1600.00 Barricades, Type III | | | 0270 740I005 4.000 EACH| 300.00000 1200.00| 385.00000 1540.00| 185.00000 740.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 202,178.19| $ 206,814.36| $ 212,887.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 202,178.19| $ 206,814.36| $ 212,887.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20031107032 COUNTIES : CLEBURNE LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A001 LUMP| 1200.00000 1200.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 0.4 Acres) | | | 0020 206A000 LUMP| 18000.00000 18000.00| | Removal Of Old Bridge, Station 15+00.00 | | | 0030 210A000 110.000 CUYD| 20.00000 2200.00| | Unclassified Excavation | | | 0040 210D000 283.000 CUYD| 20.00000 5660.00| | Borrow Excavation | | | 0050 214A000 431.000 CUYD| 18.00000 7758.00| | Structure Excavation | | | 0060 214B001 167.000 CUYD| 30.00000 5010.00| | Foundation Backfill, Commercial | | | 0070 230A000 2.000 RBST| 1200.00000 2400.00| | Roadbed Processing | | | 0080 301A012 431.000 SQYD| 26.00000 11206.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 339.000 SQYD| 8.00000 2712.00| | Bituminous Treatment A | | | 0100 405A000 9.000 GAL | 5.00000 45.00| | Tack Coat | | | 0110 429A200 17.000 TON | 175.00000 2975.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 34.000 TON | 175.00000 5950.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B043 11.000 TON | 50.00000 550.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 46777.000 LB | 0.75000 35082.75| | Steel Reinforcement | | | 0150 524A011 237.000 CUYD| 370.00000 87690.00| | Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20031107032 COUNTIES : CLEBURNE LETTING DATE : 11/07/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 29000.00000 29000.00| | Mobilization | | | 0170 610C001 182.000 TON | 35.00000 6370.00| | Loose Riprap, Class 2 | | | 0180 610D000 109.000 SQYD| 8.00000 872.00| | Filter Blanket | | | 0190 650A000 80.000 CUYD| 25.00000 2000.00| | Topsoil | | | 0200 652A053 1.000 ACRE| 750.00000 750.00| | Seeding (Mix 1E) | | | 0210 656A000 1.000 ACRE| 750.00000 750.00| | Mulching, Class A, Type 1 | | | 0220 665F000 50.000 EACH| 14.00000 700.00| | Hay Bales | | | 0230 665J000 400.000 LF | 4.00000 1600.00| | Silt Fence, Type A | | | 0240 680A000 LUMP| 10000.00000 10000.00| | Engineering Controls | | | 0250 740B000 281.000 SQFT| 14.00000 3934.00| | Construction Signs | | | 0260 740F002 8.000 EACH| 200.00000 1600.00| | Barricades, Type III | | | 0270 740I005 4.000 EACH| 300.00000 1200.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 247,214.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 247,214.75| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20031107034 COUNTIES : DALLAS LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2400(204) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#481 at Old Town Creek southwest of Benton. Length 0.179 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 478,242.10 100.0000% 2 13099 MCINNIS, LLC $ 482,662.25 100.9242% 3 12037 LANEY & SONS CONSTRUCTION, INC. $ 497,642.75 104.0567% 4 13021 MURPHREE BRIDGE CORPORATION $ 555,055.13 116.0615% 5 14008 NEWELL & BUSH, INC. $ 564,523.00 118.0413% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20031107034 COUNTIES : DALLAS LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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| 50000.00000 50000.00| 35000.00000 35000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 15+81.50 | | | 0020 210A000 253.000 CUYD| 5.10000 1290.30| 4.00000 1012.00| 5.00000 1265.00 Unclassified Excavation | | | 0030 210D021 3197.000 CUYD| 6.35000 20300.95| 5.50000 17583.50| 6.00000 19182.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 230A000 8.000 RBST| 225.00000 1800.00| 200.00000 1600.00| 225.00000 1800.00 Roadbed Processing | | | 0050 301A102 1451.000 SQYD| 4.10000 5949.10| 4.75000 6892.25| 5.25000 7617.75 Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0060 502A000 246.000 LB | 1.00000 246.00| 2.00000 492.00| 2.50000 615.00 Steel Reinforcement | | | 0070 505G003 30.000 EACH| 90.00000 2700.00| 100.00000 3000.00| 95.00000 2850.00 Pile Points (Type A, 12") | | | 0080 505H000 200.000 LF | 10.00000 2000.00| 10.00000 2000.00| 75.00000 15000.00 Pilot Holes | | | 0090 505M002 960.000 LF | 20.00000 19200.00| 21.00000 20160.00| 21.00000 20160.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 505M008 800.000 LF | 25.00000 20000.00| 24.00000 19200.00| 29.50000 23600.00 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0110 507A000 2.000 EACH| 2100.00000 4200.00| 3000.00000 6000.00| 1850.00000 3700.00 Wire Rope Abutment Anchor Assembly | | | 0120 510A000 37.000 CUYD| 350.00000 12950.00| 400.00000 14800.00| 550.00000 20350.00 Bridge Substructure Concrete, Class A | | | 0130 511A000 66.000 EACH| 100.00000 6600.00| 100.00000 6600.00| 85.00000 5610.00 Elastomeric Bearings, Type 1 | | | 0140 512A014 2.000 EACH| 2800.00000 5600.00| 3500.00000 7000.00| 3250.00000 6500.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0150 512B004 4.000 EACH| 2800.00000 11200.00| 3500.00000 14000.00| 3400.00000 13600.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512C017 30.000 EACH| 3400.00000 102000.00| 4000.00000 120000.00| 3375.00000 101250.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20031107034 COUNTIES : DALLAS LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512C025 10.000 EACH| 3700.00000 37000.00| 4300.00000 43000.00| 3800.00000 38000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512D025 6.000 EACH| 3400.00000 20400.00| 3800.00000 22800.00| 3250.00000 19500.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0190 512D030 4.000 EACH| 3400.00000 13600.00| 3800.00000 15200.00| 3250.00000 13000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0200 512E000 16.000 EACH| 600.00000 9600.00| 450.00000 7200.00| 850.00000 13600.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0210 512F000 8.000 EACH| 700.00000 5600.00| 550.00000 4400.00| 850.00000 6800.00 Precast Concrete Wing Panels, Type W1 | | | 0220 512G000 4.000 EACH| 700.00000 2800.00| 500.00000 2000.00| 900.00000 3600.00 Precast Concrete Abutment Wing Cap Pane | | | 0230 600A000 LUMP| 35000.00000 35000.00| 28000.00000 28000.00| 25000.00000 25000.00 Mobilization | | | 0240 610C001 1600.000 TON | 26.00000 41600.00| 19.00000 30400.00| 30.00000 48000.00 Loose Riprap, Class 2 | | | 0250 610D000 1739.000 SQYD| 2.25000 3912.75| 2.50000 4347.50| 3.50000 6086.50 Filter Blanket | | | 0260 630A001 200.000 LF | 11.00000 2200.00| 15.00000 3000.00| 13.00000 2600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0270 630C003 4.000 EACH| 950.00000 3800.00| 1250.00000 5000.00| 900.00000 3600.00 Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1375.00000 5500.00| 1800.00000 7200.00| 1450.00000 5800.00 Guardrail End Anchor, Type 20 Series | | | 0290 636A004 1920.000 LF | 2.00000 3840.00| 4.50000 8640.00| 6.00000 11520.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Posts) | | | 0300 658A002 1.000 ACRE| 2200.00000 2200.00| 1750.00000 1750.00| 2500.00000 2500.00 Hydro-Seeding & Mulching (Mix 2E) | | | 0310 659A010 1170.000 SQYD| 2.10000 2457.00| 3.50000 4095.00| 5.00000 5850.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0320 665F000 165.000 EACH| 5.00000 825.00| 8.00000 1320.00| 6.00000 990.00 Hay Bales | | | 0330 665J000 1824.000 LF | 4.00000 7296.00| 5.00000 9120.00| 4.75000 8664.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20031107034 COUNTIES : DALLAS LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 680A000 LUMP| 8000.00000 8000.00| 6000.00000 6000.00| 5000.00000 5000.00 Engineering Controls | | | 0350 740B000 145.000 SQFT| 15.00000 2175.00| 10.00000 1450.00| 8.50000 1232.50 Construction Signs | | | 0360 740F002 8.000 EACH| 400.00000 3200.00| 200.00000 1600.00| 250.00000 2000.00 Barricades, Type III | | | 0370 740I005 4.000 EACH| 300.00000 1200.00| 200.00000 800.00| 300.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 478,242.10| $ 482,662.25| $ 497,642.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 478,242.10| $ 482,662.25| $ 497,642.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20031107034 COUNTIES : DALLAS LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 14008 |( ) |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 20000.00000 20000.00| 24000.00000 24000.00| Removal Of Old Bridge, Station 15+81.50 | | | 0020 210A000 253.000 CUYD| 3.00000 759.00| 6.00000 1518.00| Unclassified Excavation | | | 0030 210D021 3197.000 CUYD| 10.00000 31970.00| 11.00000 35167.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 230A000 8.000 RBST| 500.00000 4000.00| 525.00000 4200.00| Roadbed Processing | | | 0050 301A102 1451.000 SQYD| 7.50000 10882.50| 8.00000 11608.00| Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0060 502A000 246.000 LB | 1.00000 246.00| 1.00000 246.00| Steel Reinforcement | | | 0070 505G003 30.000 EACH| 150.00000 4500.00| 90.00000 2700.00| Pile Points (Type A, 12") | | | 0080 505H000 200.000 LF | 50.00000 10000.00| 160.00000 32000.00| Pilot Holes | | | 0090 505M002 960.000 LF | 12.50000 12000.00| 21.00000 20160.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 505M008 800.000 LF | 14.00000 11200.00| 25.00000 20000.00| Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0110 507A000 2.000 EACH| 2000.00000 4000.00| 3400.00000 6800.00| Wire Rope Abutment Anchor Assembly | | | 0120 510A000 37.000 CUYD| 400.00000 14800.00| 600.00000 22200.00| Bridge Substructure Concrete, Class A | | | 0130 511A000 66.000 EACH| 75.00000 4950.00| 85.00000 5610.00| Elastomeric Bearings, Type 1 | | | 0140 512A014 2.000 EACH| 3000.00000 6000.00| 4200.00000 8400.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0150 512B004 4.000 EACH| 3250.00000 13000.00| 3600.00000 14400.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512C017 30.000 EACH| 4000.00000 120000.00| 3200.00000 96000.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 034 -6 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20031107034 COUNTIES : DALLAS LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 14008 |( ) |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512C025 10.000 EACH| 4250.00000 42500.00| 3899.00000 38990.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512D025 6.000 EACH| 4250.00000 25500.00| 3500.00000 21000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0190 512D030 4.000 EACH| 4000.00000 16000.00| 3600.00000 14400.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0200 512E000 16.000 EACH| 250.00000 4000.00| 450.00000 7200.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0210 512F000 8.000 EACH| 350.00000 2800.00| 550.00000 4400.00| Precast Concrete Wing Panels, Type W1 | | | 0220 512G000 4.000 EACH| 400.00000 1600.00| 450.00000 1800.00| Precast Concrete Abutment Wing Cap Pane | | | 0230 600A000 LUMP| 97932.13000 97932.13| 60000.00000 60000.00| Mobilization | | | 0240 610C001 1600.000 TON | 25.00000 40000.00| 30.00000 48000.00| Loose Riprap, Class 2 | | | 0250 610D000 1739.000 SQYD| 3.00000 5217.00| 6.00000 10434.00| Filter Blanket | | | 0260 630A001 200.000 LF | 11.00000 2200.00| 12.00000 2400.00| Steel Beam Guardrail, Class A, Type 2 | | | 0270 630C003 4.000 EACH| 950.00000 3800.00| 1050.00000 4200.00| Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1375.00000 5500.00| 1600.00000 6400.00| Guardrail End Anchor, Type 20 Series | | | 0290 636A004 1920.000 LF | 5.20000 9984.00| 6.50000 12480.00| Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Posts) | | | 0300 658A002 1.000 ACRE| 2000.00000 2000.00| 2000.00000 2000.00| Hydro-Seeding & Mulching (Mix 2E) | | | 0310 659A010 1170.000 SQYD| 2.50000 2925.00| 1.00000 1170.00| Erosion Control Netting, Class A (Jute | | | Netting) | | | 0320 665F000 165.000 EACH| 10.00000 1650.00| 20.00000 3300.00| Hay Bales | | | 0330 665J000 1824.000 LF | 3.00000 5472.00| 5.00000 9120.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 034 -7 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20031107034 COUNTIES : DALLAS LETTING DATE : 11/07/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 14008 |( ) |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 680A000 LUMP| 14500.00000 14500.00| 1000.00000 1000.00| Engineering Controls | | | 0350 740B000 145.000 SQFT| 7.50000 1087.50| 36.00000 5220.00| Construction Signs | | | 0360 740F002 8.000 EACH| 160.00000 1280.00| 500.00000 4000.00| Barricades, Type III | | | 0370 740I005 4.000 EACH| 200.00000 800.00| 500.00000 2000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 555,055.13| $ 564,523.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 555,055.13| $ 564,523.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20031107035 COUNTIES : ESCAMBIA LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-2706(200) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#1 over Brushy Creek north of Atmore. Length - 0.084 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 236,715.00 100.0000% 2 12037 LANEY & SONS CONSTRUCTION, INC. $ 257,860.00 108.9327% 3 02032 BULLARD EXCAVATING, INC. $ 273,488.00 115.5347% 4 13021 MURPHREE BRIDGE CORPORATION $ 283,600.89 119.8069% 5 13099 MCINNIS, LLC $ 298,469.00 126.0879% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20031107035 COUNTIES : ESCAMBIA LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 12037 |( 3 ) 02032 |G. W. NORRELL CONTRACTING C |LANEY & SONS CONSTRUCTION, |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 3+00 | | | 0020 405A000 50.000 GAL | 2.00000 100.00| 55.00000 2750.00| 5.00000 250.00 Tack Coat | | | 0030 429A200 47.000 TON | 92.00000 4324.00| 105.00000 4935.00| 100.00000 4700.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429C201 106.000 TON | 92.00000 9752.00| 105.00000 11130.00| 75.00000 7950.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0050 502A000 84.000 LB | 1.00000 84.00| 2.00000 168.00| 1.00000 84.00 Steel Reinforcement | | | 0060 505A032 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 1500.00000 1500.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 1500.00000 1500.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0080 505M002 1870.000 LF | 20.00000 37400.00| 21.00000 39270.00| 25.00000 46750.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 507A000 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 3500.00000 7000.00 Wire Rope Abutment Anchor Assembly | | | 0100 510A000 14.000 CUYD| 375.00000 5250.00| 500.00000 7000.00| 500.00000 7000.00 Bridge Substructure Concrete, Class A | | | 0110 511A000 44.000 EACH| 100.00000 4400.00| 90.00000 3960.00| 65.00000 2860.00 Elastomeric Bearings, Type 1 | | | 0120 512A014 2.000 EACH| 2600.00000 5200.00| 3250.00000 6500.00| 3200.00000 6400.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512B004 2.000 EACH| 2600.00000 5200.00| 3250.00000 6500.00| 3100.00000 6200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0140 512C004 18.000 EACH| 2600.00000 46800.00| 3000.00000 54000.00| 2900.00000 52200.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20031107035 COUNTIES : ESCAMBIA LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 12037 |( 3 ) 02032 |G. W. NORRELL CONTRACTING C |LANEY & SONS CONSTRUCTION, |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C007 6.000 EACH| 2800.00000 16800.00| 3400.00000 20400.00| 3100.00000 18600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0160 512D002 4.000 EACH| 2800.00000 11200.00| 3250.00000 13000.00| 3400.00000 13600.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0170 512D005 2.000 EACH| 2800.00000 5600.00| 3250.00000 6500.00| 3400.00000 6800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0180 512E002 16.000 EACH| 500.00000 8000.00| 850.00000 13600.00| 450.00000 7200.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0190 512F002 8.000 EACH| 700.00000 5600.00| 1000.00000 8000.00| 700.00000 5600.00 Precast Concrete Wing Panels, Type W3 | | | 0200 512G000 4.000 EACH| 400.00000 1600.00| 1200.00000 4800.00| 600.00000 2400.00 Precast Concrete Abutment Wing Cap Pane | | | 0210 600A000 LUMP| 15000.00000 15000.00| 7500.00000 7500.00| 32000.00000 32000.00 Mobilization | | | 0220 610C001 355.000 TON | 30.00000 10650.00| 32.00000 11360.00| 30.00000 10650.00 Loose Riprap, Class 2 | | | 0230 610D003 280.000 SQYD| 3.00000 840.00| 3.50000 980.00| 2.50000 700.00 Filter Blanket, Geotextile | | | 0240 630A001 50.000 LF | 11.50000 575.00| 25.00000 1250.00| 25.00000 1250.00 Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C003 4.000 EACH| 955.00000 3820.00| 900.00000 3600.00| 900.00000 3600.00 Guardrail End Anchor, Type 13 | | | 0260 630C070 4.000 EACH| 1220.00000 4880.00| 1150.00000 4600.00| 1150.00000 4600.00 Guardrail End Anchor, Type 10 Series | | | 0270 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0280 665J000 440.000 LF | 4.00000 1760.00| 4.50000 1980.00| 4.00000 1760.00 Silt Fence, Type A | | | 0290 680A000 LUMP| 3000.00000 3000.00| 1500.00000 1500.00| 1200.00000 1200.00 Engineering Controls | | | 0300 740B000 262.000 SQFT| 15.00000 3930.00| 8.50000 2227.00| 7.00000 1834.00 Construction Signs | | | 0310 740F002 8.000 EACH| 400.00000 3200.00| 200.00000 1600.00| 200.00000 1600.00 Barricades, Type III | | | 0320 740I005 2.000 EACH| 500.00000 1000.00| 250.00000 500.00| 225.00000 450.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 236,715.00| $ 257,860.00| $ 273,488.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 236,715.00| $ 257,860.00| $ 273,488.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20031107035 COUNTIES : ESCAMBIA LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( ) |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| Removal Of Old Bridge, Station 3+00 | | | 0020 405A000 50.000 GAL | 2.00000 100.00| 2.00000 100.00| Tack Coat | | | 0030 429A200 47.000 TON | 92.00000 4324.00| 92.00000 4324.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429C201 106.000 TON | 92.00000 9752.00| 92.00000 9752.00| Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0050 502A000 84.000 LB | 1.00000 84.00| 5.50000 462.00| Steel Reinforcement | | | 0060 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0080 505M002 1870.000 LF | 15.00000 28050.00| 24.00000 44880.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 507A000 2.000 EACH| 2000.00000 4000.00| 2400.00000 4800.00| Wire Rope Abutment Anchor Assembly | | | 0100 510A000 14.000 CUYD| 500.00000 7000.00| 553.00000 7742.00| Bridge Substructure Concrete, Class A | | | 0110 511A000 44.000 EACH| 60.00000 2640.00| 90.00000 3960.00| Elastomeric Bearings, Type 1 | | | 0120 512A014 2.000 EACH| 3000.00000 6000.00| 3800.00000 7600.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512B004 2.000 EACH| 3500.00000 7000.00| 3750.00000 7500.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0140 512C004 18.000 EACH| 3500.00000 63000.00| 3000.00000 54000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20031107035 COUNTIES : ESCAMBIA LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( ) |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C007 6.000 EACH| 4000.00000 24000.00| 3375.00000 20250.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0160 512D002 4.000 EACH| 4000.00000 16000.00| 3600.00000 14400.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0170 512D005 2.000 EACH| 3750.00000 7500.00| 3600.00000 7200.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0180 512E002 16.000 EACH| 350.00000 5600.00| 550.00000 8800.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0190 512F002 8.000 EACH| 650.00000 5200.00| 900.00000 7200.00| Precast Concrete Wing Panels, Type W3 | | | 0200 512G000 4.000 EACH| 450.00000 1800.00| 730.00000 2920.00| Precast Concrete Abutment Wing Cap Pane | | | 0210 600A000 LUMP| 39708.39000 39708.39| 22440.00000 22440.00| Mobilization | | | 0220 610C001 355.000 TON | 30.00000 10650.00| 31.00000 11005.00| Loose Riprap, Class 2 | | | 0230 610D003 280.000 SQYD| 2.50000 700.00| 5.00000 1400.00| Filter Blanket, Geotextile | | | 0240 630A001 50.000 LF | 11.50000 575.00| 12.00000 600.00| Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C003 4.000 EACH| 955.00000 3820.00| 1250.00000 5000.00| Guardrail End Anchor, Type 13 | | | 0260 630C070 4.000 EACH| 1220.00000 4880.00| 1500.00000 6000.00| Guardrail End Anchor, Type 10 Series | | | 0270 665F000 50.000 EACH| 6.25000 312.50| 5.00000 250.00| Hay Bales | | | 0280 665J000 440.000 LF | 3.30000 1452.00| 5.00000 2200.00| Silt Fence, Type A | | | 0290 680A000 LUMP| 7500.00000 7500.00| 5900.00000 5900.00| Engineering Controls | | | 0300 740B000 262.000 SQFT| 6.50000 1703.00| 12.00000 3144.00| Construction Signs | | | 0310 740F002 8.000 EACH| 125.00000 1000.00| 605.00000 4840.00| Barricades, Type III | | | 0320 740I005 2.000 EACH| 125.00000 250.00| 400.00000 800.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 283,600.89| $ 298,469.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 283,600.89| $ 298,469.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20031107036 COUNTIES : GENEVA LETTING DATE : 11/07/03 10:00 AM DIVISION : 07 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3116(200) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#10 at a tributary of Corner Creek southwest of Samson. Length 0.037 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 234,752.45 100.0000% 2 12019 LEVERETT CONSTRUCTION COMPANY $ 235,187.65 100.1854% 3 20048 TRIPLE C CONSTRUCTION $ 281,496.72 119.9122% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20031107036 COUNTIES : GENEVA LETTING DATE : 11/07/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 12019 |( 3 ) 20048 |H & L CONSTRUCTION, INC. |LEVERETT CONSTRUCTION COMPA |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 7500.00000 7500.00| 2600.00000 2600.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 78+48.4 | | | 0030 210D021 715.000 CUYD| 8.50000 6077.50| 10.00000 7150.00| 12.00000 8580.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 214A000 312.000 CUYD| 5.00000 1560.00| 4.00000 1248.00| 6.00000 1872.00 Structure Excavation | | | 0050 214B001 119.000 CUYD| 35.00000 4165.00| 35.00000 4165.00| 30.00000 3570.00 Foundation Backfill, Commercial | | | 0060 230A000 2.000 RBST| 375.00000 750.00| 1630.00000 3260.00| 300.00000 600.00 Roadbed Processing | | | 0070 301A162 518.000 SQYD| 9.30000 4817.40| 11.00000 5698.00| 5.00000 2590.00 Soil Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0080 401A000 340.000 SQYD| 1.75000 595.00| 2.00000 680.00| 2.00000 680.00 Bituminous Treatment A | | | 0090 429A201 35.000 TON | 190.00000 6650.00| 180.00000 6300.00| 200.00000 7000.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 502A000 72861.000 LB | 0.55000 40073.55| 0.25000 18215.25| 0.52000 37887.72 Steel Reinforcement | | | 0110 505E000 919.000 LF | 38.00000 34922.00| 30.00000 27570.00| 50.00000 45950.00 Permanent Steel Sheet Piling (PZ-27 or | | | a Domestic Produced Equivalent | | | 0120 524A011 301.000 CUYD| 300.00000 90300.00| 426.00000 128226.00| 385.00000 115885.00 Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 15000.00000 15000.00| 16710.00000 16710.00| 20000.00000 20000.00 Mobilization | | | 0140 610C001 88.000 TON | 40.00000 3520.00| 31.30000 2754.40| 35.00000 3080.00 Loose Riprap, Class 2 | | | 0150 610D003 74.000 SQYD| 3.50000 259.00| 5.00000 370.00| 3.00000 222.00 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20031107036 COUNTIES : GENEVA LETTING DATE : 11/07/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 12019 |( 3 ) 20048 |H & L CONSTRUCTION, INC. |LEVERETT CONSTRUCTION COMPA |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 652A061 1.000 ACRE| 750.00000 750.00| 650.00000 650.00| 1000.00000 1000.00 Seeding (Mix 3E) | | | 0170 656A000 1.000 ACRE| 750.00000 750.00| 600.00000 600.00| 750.00000 750.00 Mulching, Class A, Type 1 | | | 0180 665F000 50.000 EACH| 5.00000 250.00| 10.00000 500.00| 7.00000 350.00 Hay Bales | | | 0190 665J000 220.000 LF | 5.50000 1210.00| 4.00000 880.00| 4.50000 990.00 Silt Fence, Type A | | | 0200 680A000 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 9400.00000 9400.00 Engineering Controls | | | 0210 701A030 1.000 MILE| 1550.00000 1550.00| 1.00000 1.00| 1000.00000 1000.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0220 701A034 1.000 MILE| 1550.00000 1550.00| 1.00000 1.00| 1000.00000 1000.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0230 701A044 1.000 MILE| 1025.00000 1025.00| 1.00000 1.00| 1000.00000 1000.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0240 701C000 1.000 MILE| 775.00000 775.00| 1.00000 1.00| 1000.00000 1000.00 Broken Temporary Traffic Stripe | | | 0250 701C001 1.000 MILE| 775.00000 775.00| 1.00000 1.00| 1000.00000 1000.00 Solid Temporary Traffic Stripe | | | 0260 740B000 166.000 SQFT| 8.00000 1328.00| 11.00000 1826.00| 15.00000 2490.00 Construction Signs | | | 0270 740F002 8.000 EACH| 200.00000 1600.00| 185.00000 1480.00| 350.00000 2800.00 Barricades, Type III | | | 0280 740I005 2.000 EACH| 250.00000 500.00| 150.00000 300.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 234,752.45| $ 235,187.65| $ 281,496.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 234,752.45| $ 235,187.65| $ 281,496.72 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20031107037 COUNTIES : LIMESTONE LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4201(200) for constructing the Bridge Replacement (Precast) and Approaches on Harris Station Road at Pryor Branch west of Decatur. Length 0.094 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 176,187.00 100.0000% 2 02035 BURGREEN CONTRACTING COMPANY, INC. $ 188,433.25 106.9507% 3 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 199,464.00 113.2115% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031107037 COUNTIES : LIMESTONE LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 02035 |( 3 ) 20011 |RILEY BRIDGE & ENGINEERING |BURGREEN CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 8000.00000 8000.00| 12500.00000 12500.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 14+84.00 | | | 0020 210A000 426.000 CUYD| 7.00000 2982.00| 7.00000 2982.00| 10.00000 4260.00 Unclassified Excavation | | | 0030 210D001 630.000 CUYD| 9.50000 5985.00| 10.00000 6300.00| 7.50000 4725.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 230A000 5.000 RBST| 375.00000 1875.00| 100.00000 500.00| 400.00000 2000.00 Roadbed Processing | | | 0050 301A012 1175.000 SQYD| 6.25000 7343.75| 5.00000 5875.00| 5.50000 6462.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0060 401A000 1175.000 SQYD| 1.75000 2056.25| 0.25000 293.75| 2.00000 2350.00 Bituminous Treatment A | | | 0070 405A000 35.000 GAL | 2.60000 91.00| 2.50000 87.50| 2.00000 70.00 Tack Coat | | | 0080 429A220 62.000 TON | 78.00000 4836.00| 55.00000 3410.00| 75.00000 4650.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0090 429C221 197.000 TON | 68.00000 13396.00| 45.00000 8865.00| 72.00000 14184.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range B | | | 0100 505G003 12.000 EACH| 95.00000 1140.00| 100.00000 1200.00| 150.00000 1800.00 Pile Points (Type A, 12") | | | 0110 505M002 617.000 LF | 26.00000 16042.00| 40.00000 24680.00| 22.50000 13882.50 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0120 507A000 2.000 EACH| 1600.00000 3200.00| 2000.00000 4000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0130 511A000 22.000 EACH| 60.00000 1320.00| 74.00000 1628.00| 60.00000 1320.00 Elastomeric Bearings, Type 1 | | | 0140 512A014 2.000 EACH| 2840.00000 5680.00| 3000.00000 6000.00| 3250.00000 6500.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0150 512C017 6.000 EACH| 3400.00000 20400.00| 4000.00000 24000.00| 3250.00000 19500.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031107037 COUNTIES : LIMESTONE LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 02035 |( 3 ) 20011 |RILEY BRIDGE & ENGINEERING |BURGREEN CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C025 2.000 EACH| 3700.00000 7400.00| 5000.00000 10000.00| 3600.00000 7200.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512D031 2.000 EACH| 3500.00000 7000.00| 5000.00000 10000.00| 3800.00000 7600.00 Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0180 512E001 8.000 EACH| 390.00000 3120.00| 400.00000 3200.00| 300.00000 2400.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0190 512E002 16.000 EACH| 415.00000 6640.00| 500.00000 8000.00| 350.00000 5600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0200 512F001 4.000 EACH| 518.00000 2072.00| 500.00000 2000.00| 475.00000 1900.00 Precast Concrete Wing Panels, Type W2 | | | 0210 512F002 8.000 EACH| 625.00000 5000.00| 650.00000 5200.00| 650.00000 5200.00 Precast Concrete Wing Panels, Type W3 | | | 0220 512G000 4.000 EACH| 510.00000 2040.00| 500.00000 2000.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0230 600A000 LUMP| 14000.00000 14000.00| 20000.00000 20000.00| 20000.00000 20000.00 Mobilization | | | 0240 610C001 154.000 TON | 24.00000 3696.00| 20.00000 3080.00| 20.00000 3080.00 Loose Riprap, Class 2 | | | 0250 610D003 118.000 SQYD| 4.00000 472.00| 3.00000 354.00| 5.00000 590.00 Filter Blanket, Geotextile | | | 0260 630A001 50.000 LF | 14.75000 737.50| 14.00000 700.00| 15.00000 750.00 Steel Beam Guardrail, Class A, Type 2 | | | 0270 630C003 4.000 EACH| 1110.00000 4440.00| 1050.00000 4200.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 0280 630C070 4.000 EACH| 1325.00000 5300.00| 1280.00000 5120.00| 1350.00000 5400.00 Guardrail End Anchor, Type 10 Series | | | 0290 650A000 60.000 CUYD| 7.50000 450.00| 10.00000 600.00| 12.50000 750.00 Topsoil | | | 0300 650B000 135.000 CUYD| 7.50000 1012.50| 2.00000 270.00| 10.00000 1350.00 Topsoil From Stockpiles | | | 0310 652A053 1.000 ACRE| 900.00000 900.00| 100.00000 100.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0320 656A000 1.000 ACRE| 900.00000 900.00| 100.00000 100.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0330 665J000 920.000 LF | 6.00000 5520.00| 4.00000 3680.00| 10.00000 9200.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20031107037 COUNTIES : LIMESTONE LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 02035 |( 3 ) 20011 |RILEY BRIDGE & ENGINEERING |BURGREEN CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 680A000 LUMP| 3000.00000 3000.00| 500.00000 500.00| 2000.00000 2000.00 Engineering Controls | | | 0350 701A004 1.000 MILE| 450.00000 450.00| 100.00000 100.00| 500.00000 500.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0360 701A012 1.000 MILE| 450.00000 450.00| 100.00000 100.00| 500.00000 500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0370 740B000 184.000 SQFT| 10.00000 1840.00| 12.00000 2208.00| 10.00000 1840.00 Construction Signs | | | 0380 740F002 10.000 EACH| 450.00000 4500.00| 400.00000 4000.00| 250.00000 2500.00 Barricades, Type III | | | 0390 740I005 2.000 EACH| 450.00000 900.00| 300.00000 600.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 176,187.00| $ 188,433.25| $ 199,464.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 176,187.00| $ 188,433.25| $ 199,464.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20031107038 COUNTIES : MADISON LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4538(200) for constructing the Bridge Replacement (Bridge Culvert) on Eakin Road over Eakin Creek east of Meridianville. Length - 0.006 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02011 BROOKS & SON CONSTRUCTION $ 94,285.70 100.0000% 2 13004 MILLER & MILLER, INC. $ 116,962.50 124.0512% 3 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 125,861.75 133.4898% 4 07048 GLASGOW CONSTRUCTION CO., INC. $ 139,172.50 147.6072% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20031107038 COUNTIES : MADISON LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02011 |( 2 ) 13004 |( 3 ) 20011 |BROOKS & SON CONSTRUCTION |MILLER & MILLER, INC. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 1500.00000 1500.00| 4500.00000 4500.00| 2000.00000 2000.00 Removal Of Old Bridge, Station 19+49.64 | | | 0020 214A000 460.000 CUYD| 10.00000 4600.00| 7.00000 3220.00| 12.50000 5750.00 Structure Excavation | | | 0030 214B001 120.000 CUYD| 15.00000 1800.00| 6.00000 720.00| 20.00000 2400.00 Foundation Backfill, Commercial | | | 0040 502A000 31385.000 LB | 0.52000 16320.20| 0.65000 20400.25| 0.55000 17261.75 Steel Reinforcement | | | 0050 524A011 156.000 CUYD| 250.00000 39000.00| 250.00000 39000.00| 300.00000 46800.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 5000.00000 5000.00 Mobilization | | | 0070 610C001 100.000 TON | 19.00000 1900.00| 20.00000 2000.00| 20.00000 2000.00 Loose Riprap, Class 2 | | | 0080 610D003 66.000 SQYD| 4.50000 297.00| 5.00000 330.00| 5.00000 330.00 Filter Blanket, Geotextile | | | 0090 629A004 118.000 LF | 35.00000 4130.00| 140.00000 16520.00| 175.00000 20650.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0100 630A001 100.000 LF | 26.00000 2600.00| 16.00000 1600.00| 14.10000 1410.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C003 4.000 EACH| 100.00000 400.00| 1150.00000 4600.00| 1050.00000 4200.00 Guardrail End Anchor, Type 13 | | | 0120 630C050 4.000 EACH| 1480.00000 5920.00| 1875.00000 7500.00| 1320.00000 5280.00 Guardrail End Anchor, Type 20 Series | | | 0130 665F000 33.000 EACH| 6.00000 198.00| 12.00000 396.00| 10.00000 330.00 Hay Bales | | | 0140 665J000 588.000 LF | 4.50000 2646.00| 3.00000 1764.00| 10.00000 5880.00 Silt Fence, Type A | | | 0150 680A000 LUMP| 1000.00000 1000.00| 0.00000 0.00| 2000.00000 2000.00 Engineering Controls | | | 0160 740B000 157.000 SQFT| 8.50000 1334.50| 9.25000 1452.25| 10.00000 1570.00 Construction Signs | | | 0170 740F002 8.000 EACH| 230.00000 1840.00| 220.00000 1760.00| 250.00000 2000.00 Barricades, Type III | | | 0180 740I005 4.000 EACH| 200.00000 800.00| 300.00000 1200.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 94,285.70| $ 116,962.50| $ 125,861.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 94,285.70| $ 116,962.50| $ 125,861.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20031107038 COUNTIES : MADISON LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 07048 |( ) |( ) |GLASGOW CONSTRUCTION CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 2000.00000 2000.00| | Removal Of Old Bridge, Station 19+49.64 | | | 0020 214A000 460.000 CUYD| 12.00000 5520.00| | Structure Excavation | | | 0030 214B001 120.000 CUYD| 20.00000 2400.00| | Foundation Backfill, Commercial | | | 0040 502A000 31385.000 LB | 0.50000 15692.50| | Steel Reinforcement | | | 0050 524A011 156.000 CUYD| 325.00000 50700.00| | Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 13000.00000 13000.00| | Mobilization | | | 0070 610C001 100.000 TON | 30.00000 3000.00| | Loose Riprap, Class 2 | | | 0080 610D003 66.000 SQYD| 2.00000 132.00| | Filter Blanket, Geotextile | | | 0090 629A004 118.000 LF | 200.00000 23600.00| | Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0100 630A001 100.000 LF | 25.00000 2500.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C003 4.000 EACH| 1200.00000 4800.00| | Guardrail End Anchor, Type 13 | | | 0120 630C050 4.000 EACH| 1600.00000 6400.00| | Guardrail End Anchor, Type 20 Series | | | 0130 665F000 33.000 EACH| 10.00000 330.00| | Hay Bales | | | 0140 665J000 588.000 LF | 6.00000 3528.00| | Silt Fence, Type A | | | 0150 680A000 LUMP| 2000.00000 2000.00| | Engineering Controls | | | 0160 740B000 157.000 SQFT| 10.00000 1570.00| | Construction Signs | | | 0170 740F002 8.000 EACH| 200.00000 1600.00| | Barricades, Type III | | | 0180 740I005 4.000 EACH| 100.00000 400.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 139,172.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 139,172.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20031107039 COUNTIES : MARSHALL LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4800(206) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#342 (Solitude Avenue) over Drum Creek west of Albertville. Length - 0.009 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 137,053.05 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 144,512.50 105.4427% 3 19121 BOB SMITH CONSTRUCTION, INC. $ 157,037.70 114.5817% 4 19037 SIMPSON BRIDGE COMPANY, INC. $ 166,012.22 121.1299% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20031107039 COUNTIES : MARSHALL LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07048 |( 3 ) 19121 |TRI-COUNTY CONCRETE CONSTRU |GLASGOW CONSTRUCTION CO., I |BOB SMITH CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A001 LUMP| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 0.1 Acres) | | | 0020 206A000 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 12000.00000 12000.00 Removal Of Old Bridge, Station 6+24.50 | | | 0030 214A000 129.000 CUYD| 10.00000 1290.00| 12.00000 1548.00| 10.00000 1290.00 Structure Excavation | | | 0040 214B001 145.000 CUYD| 20.00000 2900.00| 20.00000 2900.00| 10.00000 1450.00 Foundation Backfill, Commercial | | | 0050 502A000 32301.000 LB | 0.55000 17765.55| 0.50000 16150.50| 0.70000 22610.70 Steel Reinforcement | | | 0060 524A011 228.000 CUYD| 300.00000 68400.00| 300.00000 68400.00| 325.00000 74100.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| 10000.00000 10000.00 Mobilization | | | 0080 610C001 250.000 TON | 20.00000 5000.00| 30.00000 7500.00| 20.00000 5000.00 Loose Riprap, Class 2 | | | 0090 610D000 160.000 SQYD| 5.00000 800.00| 2.00000 320.00| 4.00000 640.00 Filter Blanket | | | 0100 630A001 551.000 LF | 18.50000 10193.50| 14.00000 7714.00| 22.00000 12122.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C070 4.000 EACH| 1280.00000 5120.00| 1500.00000 6000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0120 652A053 1.000 ACRE| 1000.00000 1000.00| 500.00000 500.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0130 656A001 1.000 ACRE| 1000.00000 1000.00| 500.00000 500.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0140 665F000 50.000 EACH| 10.00000 500.00| 12.00000 600.00| 6.00000 300.00 Hay Bales | | | 0150 665J000 150.000 LF | 10.00000 1500.00| 6.00000 900.00| 3.00000 450.00 Silt Fence, Type A | | | 0160 680A000 LUMP| 3000.00000 3000.00| 12000.00000 12000.00| 4000.00000 4000.00 Engineering Controls | | | 0170 740B000 238.000 SQFT| 18.00000 4284.00| 10.00000 2380.00| 12.50000 2975.00 Construction Signs | | | 0180 740F002 8.000 EACH| 300.00000 2400.00| 200.00000 1600.00| 200.00000 1600.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20031107039 COUNTIES : MARSHALL LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07048 |( 3 ) 19121 |TRI-COUNTY CONCRETE CONSTRU |GLASGOW CONSTRUCTION CO., I |BOB SMITH CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 740I005 2.000 EACH| 300.00000 600.00| 100.00000 200.00| 100.00000 200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 137,053.05| $ 144,512.50| $ 157,037.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 137,053.05| $ 144,512.50| $ 157,037.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20031107039 COUNTIES : MARSHALL LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A001 LUMP| 300.00000 300.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 0.1 Acres) | | | 0020 206A000 LUMP| 17500.00000 17500.00| | Removal Of Old Bridge, Station 6+24.50 | | | 0030 214A000 129.000 CUYD| 15.00000 1935.00| | Structure Excavation | | | 0040 214B001 145.000 CUYD| 24.00000 3480.00| | Foundation Backfill, Commercial | | | 0050 502A000 32301.000 LB | 0.54000 17442.54| | Steel Reinforcement | | | 0060 524A011 228.000 CUYD| 308.00000 70224.00| | Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 21500.00000 21500.00| | Mobilization | | | 0080 610C001 250.000 TON | 18.35000 4587.50| | Loose Riprap, Class 2 | | | 0090 610D000 160.000 SQYD| 5.00000 800.00| | Filter Blanket | | | 0100 630A001 551.000 LF | 19.10000 10524.10| | Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C070 4.000 EACH| 1325.00000 5300.00| | Guardrail End Anchor, Type 10 Series | | | 0120 652A053 1.000 ACRE| 1030.00000 1030.00| | Seeding (Mix 1E) | | | 0130 656A001 1.000 ACRE| 520.00000 520.00| | Mulching, Class A, Type 2 | | | 0140 665F000 50.000 EACH| 7.00000 350.00| | Hay Bales | | | 0150 665J000 150.000 LF | 4.50000 675.00| | Silt Fence, Type A | | | 0160 680A000 LUMP| 5150.00000 5150.00| | Engineering Controls | | | 0170 740B000 238.000 SQFT| 12.16000 2894.08| | Construction Signs | | | 0180 740F002 8.000 EACH| 175.00000 1400.00| | Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20031107039 COUNTIES : MARSHALL LETTING DATE : 11/07/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 740I005 2.000 EACH| 200.00000 400.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 166,012.22| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 166,012.22| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20031107040 COUNTIES : MONROE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-5019(200) for constructing the Bridge Replacement and Approaches on C.R.#7 over Big Escambia Creek northeast of Goodway. Length - 0.153 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 597,511.71 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 759,692.32 127.1427% 3 13099 MCINNIS, LLC $ 764,098.50 127.8801% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20031107040 COUNTIES : MONROE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 13099 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 30000.00000 30000.00| 90000.00000 90000.00| 125000.00000 125000.00 Removal Of Old Bridge, Station 8+81.36 | | | 0030 210A000 762.000 CUYD| 5.50000 4191.00| 5.00000 3810.00| 6.00000 4572.00 Unclassified Excavation | | | 0040 210D021 100.000 CUYD| 10.00000 1000.00| 25.00000 2500.00| 10.00000 1000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 230A000 6.000 RBST| 300.00000 1800.00| 195.00000 1170.00| 500.00000 3000.00 Roadbed Processing | | | 0060 301A162 1767.000 SQYD| 6.00000 10602.00| 3.95000 6979.65| 6.00000 10602.00 Soil Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0070 401A000 1355.000 SQYD| 1.00000 1355.00| 0.50000 677.50| 0.50000 677.50 Bituminous Treatment A | | | 0080 424A341 107.000 TON | 85.00000 9095.00| 97.50000 10432.50| 97.50000 10432.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0090 502A000 16366.000 LB | 0.50000 8183.00| 0.65000 10637.90| 0.50000 8183.00 Steel Reinforcement | | | 0100 502B000 LUMP| 34000.00000 34000.00| 42300.00000 42300.00| 50000.00000 50000.00 Steel Reinforcement For Bridge | | | Superstructure, 8+73.00 (APPROX. 65,091 | | | POUNDS) | | | 0110 505A030 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0120 505A036 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0130 505B100 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20031107040 COUNTIES : MONROE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 13099 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 505B106 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0150 505M000 950.000 LF | 18.00000 17100.00| 18.00000 17100.00| 20.00000 19000.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0160 505M004 1450.000 LF | 23.00000 33350.00| 24.00000 34800.00| 32.00000 46400.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0170 508A000 8894.000 LB | 2.30000 20456.20| 3.00000 26682.00| 3.50000 31129.00 Structural Steel | | | 0180 510A000 128.000 CUYD| 400.00000 51200.00| 700.00000 89600.00| 460.00000 58880.00 Bridge Substructure Concrete, Class A | | | 0190 510C051 LUMP| 163150.00000 163150.00| 150000.00000 150000.00| 130000.00000 130000.00 Bridge Concrete Superstructure, 8+73.00 | | | (APPROX 251 CU YD) | | | 0200 510E000 741.000 SQYD| 3.11000 2304.51| 3.10000 2297.10| 5.00000 3705.00 Grooving Concrete Bridge Decks | | | 0210 511A004 56.000 EACH| 300.00000 16800.00| 300.00000 16800.00| 100.00000 5600.00 Elastomeric Bearings, Type 4 | | | 0220 513B003 1094.000 LF | 75.00000 82050.00| 80.00000 87520.00| 70.00000 76580.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0230 600A000 LUMP| 25000.00000 25000.00| 85110.17000 85110.17| 70000.00000 70000.00 Mobilization | | | 0240 610C001 1287.000 TON | 29.00000 37323.00| 26.00000 33462.00| 28.00000 36036.00 Loose Riprap, Class 2 | | | 0250 610D003 1249.000 SQYD| 5.00000 6245.00| 3.00000 3747.00| 3.50000 4371.50 Filter Blanket, Geotextile | | | 0260 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0270 630C050 4.000 EACH| 1355.00000 5420.00| 1355.00000 5420.00| 1600.00000 6400.00 Guardrail End Anchor, Type 20 Series | | | 0280 650A000 201.000 CUYD| 12.00000 2412.00| 8.00000 1608.00| 10.00000 2010.00 Topsoil | | | 0290 652A061 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| 600.00000 600.00 Seeding (Mix 3E) | | | 0300 656A000 1.000 ACRE| 500.00000 500.00| 495.00000 495.00| 600.00000 600.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20031107040 COUNTIES : MONROE LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 13099 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 656A001 1.000 ACRE| 500.00000 500.00| 600.00000 600.00| 600.00000 600.00 Mulching, Class A, Type 2 | | | 0320 665F000 150.000 EACH| 5.00000 750.00| 5.00000 750.00| 6.00000 900.00 Hay Bales | | | 0330 665J000 1372.000 LF | 5.00000 6860.00| 3.75000 5145.00| 5.00000 6860.00 Silt Fence, Type A | | | 0340 680A000 LUMP| 3000.00000 3000.00| 6500.00000 6500.00| 25000.00000 25000.00 Engineering Controls | | | 0350 701A031 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0360 701A035 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 2000.00000 2000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0370 701C001 1.000 MILE| 750.00000 750.00| 750.00000 750.00| 750.00000 750.00 Solid Temporary Traffic Stripe | | | 0380 740B000 141.000 SQFT| 15.00000 2115.00| 8.50000 1198.50| 10.00000 1410.00 Construction Signs | | | 0390 740F002 8.000 EACH| 400.00000 3200.00| 150.00000 1200.00| 400.00000 3200.00 Barricades, Type III | | | 0400 740I005 4.000 EACH| 500.00000 2000.00| 150.00000 600.00| 400.00000 1600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 597,511.71| $ 759,692.32| $ 764,098.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 597,511.71| $ 759,692.32| $ 764,098.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20031107041 COUNTIES : PICKENS LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5400(207) for constructing the Bridge Replacements (2)(1 AASHTO & 1 Precast) on C.R.#30 over Buncomb Creek and Buncomb Creek Relief west of Reform. Length - 0.038 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 450,412.88 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 472,971.50 105.0084% 3 02088 B & B ENGINEERING & DESIGN $ 511,260.00 113.5092% 4 13099 MCINNIS, LLC $ 513,848.78 114.0839% 5 01007 ALABAMA BRIDGE BUILDERS, INC. $ 668,101.00 148.3308% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20031107041 COUNTIES : PICKENS LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 20011 |( 3 ) 02088 |PHILLIPS CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRU |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 5+62.00 | | | 0020 206A001 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 15+01.50 | | | 0030 210A000 2052.000 CUYD| 3.00000 6156.00| 10.00000 20520.00| 3.50000 7182.00 Unclassified Excavation | | | 0040 502A000 11170.000 LB | 0.50000 5585.00| 0.75000 8377.50| 0.60000 6702.00 Steel Reinforcement | | | 0050 502B000 LUMP| 11893.00000 11893.00| 12000.00000 12000.00| 13000.00000 13000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 5+62.00, | | | Approximately 23,785 lbs. | | | 0060 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 1.000 EACH| 100.00000 100.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0080 505M002 2440.000 LF | 23.40000 57096.00| 20.00000 48800.00| 23.00000 56120.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 507A000 2.000 EACH| 2174.00000 4348.00| 3000.00000 6000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0100 508A000 5712.000 LB | 3.00000 17136.00| 3.00000 17136.00| 3.50000 19992.00 Structural Steel | | | 0110 510A000 98.000 CUYD| 500.00000 49000.00| 400.00000 39200.00| 400.00000 39200.00 Bridge Substructure Concrete, Class A | | | 0120 510C001 LUMP| 47775.00000 47775.00| 32000.00000 32000.00| 47500.00000 47500.00 Bridge Concrete Superstructure 5+62, | | | APPROX 91 CUBIC YDS | | | 0130 510E000 267.000 SQYD| 8.24000 2200.08| 10.00000 2670.00| 10.00000 2670.00 Grooving Concrete Bridge Decks | | | 0140 511A000 44.000 EACH| 61.00000 2684.00| 57.00000 2508.00| 80.00000 3520.00 Elastomeric Bearings, Type 1 | | | 0150 511A001 24.000 EACH| 100.00000 2400.00| 100.00000 2400.00| 100.00000 2400.00 Elastomeric Bearings, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20031107041 COUNTIES : PICKENS LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 20011 |( 3 ) 02088 |PHILLIPS CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRU |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512A014 2.000 EACH| 3334.00000 6668.00| 3500.00000 7000.00| 3300.00000 6600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0170 512B004 2.000 EACH| 3601.00000 7202.00| 3500.00000 7000.00| 3300.00000 6600.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0180 512C004 18.000 EACH| 2862.00000 51516.00| 2700.00000 48600.00| 3200.00000 57600.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 6.000 EACH| 2988.00000 17928.00| 2800.00000 16800.00| 3600.00000 21600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512D002 4.000 EACH| 2891.00000 11564.00| 3000.00000 12000.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 2.000 EACH| 2933.00000 5866.00| 3000.00000 6000.00| 3500.00000 7000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512E000 16.000 EACH| 400.00000 6400.00| 400.00000 6400.00| 350.00000 5600.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0230 512F000 8.000 EACH| 478.00000 3824.00| 500.00000 4000.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W1 | | | 0240 512G000 4.000 EACH| 500.00000 2000.00| 550.00000 2200.00| 700.00000 2800.00 Precast Concrete Abutment Wing Cap Pane | | | 0250 513B003 394.000 LF | 56.00000 22064.00| 80.00000 31520.00| 70.00000 27580.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0260 600A000 LUMP| 14200.00000 14200.00| 10000.00000 10000.00| 25000.00000 25000.00 Mobilization | | | 0270 610C001 1656.000 TON | 27.30000 45208.80| 30.00000 49680.00| 25.00000 41400.00 Loose Riprap, Class 2 | | | 0280 610D000 1608.000 SQYD| 3.00000 4824.00| 5.00000 8040.00| 3.00000 4824.00 Filter Blanket | | | 0290 630C003 8.000 EACH| 1100.00000 8800.00| 1150.00000 9200.00| 1250.00000 10000.00 Guardrail End Anchor, Type 13 | | | 0300 630C050 8.000 EACH| 1320.00000 10560.00| 1750.00000 14000.00| 1500.00000 12000.00 Guardrail End Anchor, Type 20 Series | | | 0310 665F000 90.000 EACH| 6.00000 540.00| 10.00000 900.00| 6.00000 540.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20031107041 COUNTIES : PICKENS LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 20011 |( 3 ) 02088 |PHILLIPS CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRU |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665J000 800.000 LF | 4.00000 3200.00| 10.00000 8000.00| 6.00000 4800.00 Silt Fence, Type A | | | 0330 680A000 LUMP| 7700.00000 7700.00| 8000.00000 8000.00| 8000.00000 8000.00 Engineering Controls | | | 0340 740B000 242.000 SQFT| 7.50000 1815.00| 10.00000 2420.00| 15.00000 3630.00 Construction Signs | | | 0350 740F002 16.000 EACH| 160.00000 2560.00| 250.00000 4000.00| 500.00000 8000.00 Barricades, Type III | | | 0360 740I005 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| 300.00000 2400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 450,412.88| $ 472,971.50| $ 511,260.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 450,412.88| $ 472,971.50| $ 511,260.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 041 -5 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20031107041 COUNTIES : PICKENS LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01007 |( ) |MCINNIS, 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 206A000 LUMP| 14000.00000 14000.00| 40000.00000 40000.00| Removal Of Old Bridge, Station 5+62.00 | | | 0020 206A001 LUMP| 14000.00000 14000.00| 35000.00000 35000.00| Removal Of Old Bridge, Station 15+01.50 | | | 0030 210A000 2052.000 CUYD| 5.00000 10260.00| 5.00000 10260.00| Unclassified Excavation | | | 0040 502A000 11170.000 LB | 0.75000 8377.50| 0.50000 5585.00| Steel Reinforcement | | | 0050 502B000 LUMP| 19000.00000 19000.00| 15000.00000 15000.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 5+62.00, | | | Approximately 23,785 lbs. | | | 0060 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0080 505M002 2440.000 LF | 20.00000 48800.00| 20.00000 48800.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 507A000 2.000 EACH| 2500.00000 5000.00| 2000.00000 4000.00| Wire Rope Abutment Anchor Assembly | | | 0100 508A000 5712.000 LB | 5.00000 28560.00| 3.00000 17136.00| Structural Steel | | | 0110 510A000 98.000 CUYD| 350.00000 34300.00| 250.00000 24500.00| Bridge Substructure Concrete, Class A | | | 0120 510C001 LUMP| 34000.00000 34000.00| 100000.00000 100000.00| Bridge Concrete Superstructure 5+62, | | | APPROX 91 CUBIC YDS | | | 0130 510E000 267.000 SQYD| 8.24000 2200.08| 10.00000 2670.00| Grooving Concrete Bridge Decks | | | 0140 511A000 44.000 EACH| 60.00000 2640.00| 100.00000 4400.00| Elastomeric Bearings, Type 1 | | | 0150 511A001 24.000 EACH| 74.00000 1776.00| 150.00000 3600.00| Elastomeric Bearings, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 041 -6 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20031107041 COUNTIES : PICKENS LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01007 |( ) |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512A014 2.000 EACH| 3500.00000 7000.00| 3000.00000 6000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0170 512B004 2.000 EACH| 3700.00000 7400.00| 3500.00000 7000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0180 512C004 18.000 EACH| 3700.00000 66600.00| 4300.00000 77400.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 6.000 EACH| 3700.00000 22200.00| 4300.00000 25800.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512D002 4.000 EACH| 3700.00000 14800.00| 4300.00000 17200.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 2.000 EACH| 3700.00000 7400.00| 4300.00000 8600.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512E000 16.000 EACH| 500.00000 8000.00| 500.00000 8000.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0230 512F000 8.000 EACH| 500.00000 4000.00| 600.00000 4800.00| Precast Concrete Wing Panels, Type W1 | | | 0240 512G000 4.000 EACH| 500.00000 2000.00| 600.00000 2400.00| Precast Concrete Abutment Wing Cap Pane | | | 0250 513B003 394.000 LF | 60.00000 23640.00| 76.00000 29944.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0260 600A000 LUMP| 40000.00000 40000.00| 62000.00000 62000.00| Mobilization | | | 0270 610C001 1656.000 TON | 25.00000 41400.00| 22.00000 36432.00| Loose Riprap, Class 2 | | | 0280 610D000 1608.000 SQYD| 3.15000 5065.20| 3.00000 4824.00| Filter Blanket | | | 0290 630C003 8.000 EACH| 1100.00000 8800.00| 1100.00000 8800.00| Guardrail End Anchor, Type 13 | | | 0300 630C050 8.000 EACH| 1320.00000 10560.00| 1320.00000 10560.00| Guardrail End Anchor, Type 20 Series | | | 0310 665F000 90.000 EACH| 5.00000 450.00| 5.00000 450.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 041 -7 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20031107041 COUNTIES : PICKENS LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01007 |( ) |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665J000 800.000 LF | 1.50000 1200.00| 5.00000 4000.00| Silt Fence, Type A | | | 0330 680A000 LUMP| 10000.00000 10000.00| 31000.00000 31000.00| Engineering Controls | | | 0340 740B000 242.000 SQFT| 10.00000 2420.00| 10.00000 2420.00| Construction Signs | | | 0350 740F002 16.000 EACH| 200.00000 3200.00| 215.00000 3440.00| Barricades, Type III | | | 0360 740I005 8.000 EACH| 100.00000 800.00| 260.00000 2080.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 513,848.78| $ 668,101.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 513,848.78| $ 668,101.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20031107042 COUNTIES : PICKENS LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5400(208) for constructing the Bridge Replacement (Precast) on Howard Road at Pine Knot Creek southeast of Pickensville. Length 0.007 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 112,621.00 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 127,612.00 113.3110% 3 13099 MCINNIS, LLC $ 133,280.00 118.3438% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20031107042 COUNTIES : PICKENS LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 20011 |( 3 ) 13099 |PHILLIPS CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRU |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 1500.00000 1500.00| 20000.00000 20000.00| 9000.00000 9000.00 Removal Of Old Bridge, Station 2+77.85 | | | 0020 210A000 140.000 CUYD| 3.00000 420.00| 10.00000 1400.00| 6.00000 840.00 Unclassified Excavation | | | 0030 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0040 505B102 1.000 EACH| 100.00000 100.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0050 505M002 720.000 LF | 23.50000 16920.00| 22.00000 15840.00| 20.00000 14400.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 2174.00000 4348.00| 2500.00000 5000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0070 511A000 22.000 EACH| 55.00000 1210.00| 60.00000 1320.00| 50.00000 1100.00 Elastomeric Bearings, Type 1 | | | 0080 512A014 2.000 EACH| 3334.00000 6668.00| 3000.00000 6000.00| 3500.00000 7000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0090 512C017 6.000 EACH| 3457.00000 20742.00| 3400.00000 20400.00| 4000.00000 24000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0100 512C025 2.000 EACH| 3893.00000 7786.00| 3600.00000 7200.00| 4500.00000 9000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0110 512D030 2.000 EACH| 3414.00000 6828.00| 3500.00000 7000.00| 4000.00000 8000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0120 512E000 16.000 EACH| 400.00000 6400.00| 287.00000 4592.00| 300.00000 4800.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0130 512F000 8.000 EACH| 478.00000 3824.00| 500.00000 4000.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W1 | | | 0140 512G000 4.000 EACH| 501.00000 2004.00| 560.00000 2240.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20031107042 COUNTIES : PICKENS LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 20011 |( 3 ) 13099 |PHILLIPS CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRU |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 10931.00000 10931.00| 5000.00000 5000.00| 15000.00000 15000.00 Mobilization | | | 0160 610C001 175.000 TON | 28.50000 4987.50| 35.00000 6125.00| 25.00000 4375.00 Loose Riprap, Class 2 | | | 0170 610D003 165.000 SQYD| 3.00000 495.00| 5.00000 825.00| 3.00000 495.00 Filter Blanket, Geotextile | | | 0180 630A001 50.000 LF | 12.00000 600.00| 12.00000 600.00| 14.50000 725.00 Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C003 4.000 EACH| 1050.00000 4200.00| 1050.00000 4200.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0200 630C070 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0210 665F000 50.000 EACH| 5.00000 250.00| 10.00000 500.00| 6.50000 325.00 Hay Bales | | | 0220 665J000 100.000 LF | 4.00000 400.00| 10.00000 1000.00| 1.50000 150.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 5500.00000 5500.00 Engineering Controls | | | 0240 740B000 237.000 SQFT| 7.50000 1777.50| 10.00000 2370.00| 10.00000 2370.00 Construction Signs | | | 0250 740F002 8.000 EACH| 160.00000 1280.00| 250.00000 2000.00| 200.00000 1600.00 Barricades, Type III | | | 0260 740I005 2.000 EACH| 175.00000 350.00| 200.00000 400.00| 100.00000 200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 112,621.00| $ 127,612.00| $ 133,280.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 112,621.00| $ 127,612.00| $ 133,280.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20031107043 COUNTIES : PIKE LETTING DATE : 11/07/03 10:00 AM DIVISION : 07 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5500(205) for constructing the Bridge Replacements (3 Bridge Culverts) at sites as indicated on the plans. Length 0.019 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 169,687.15 100.0000% 2 20048 TRIPLE C CONSTRUCTION $ 169,848.12 100.0949% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20031107043 COUNTIES : PIKE LETTING DATE : 11/07/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 20048 |( ) |H & L CONSTRUCTION, INC. |TRIPLE C CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| Removal Of Old Bridge, Station 10+20.27 | | | SITE 1 | | | 0020 206A001 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| Removal Of Old Bridge, Station 9+80.00, | | | SITE 2 | | | 0030 206A002 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| Removal Of Old Bridge, Station 14+81.06 | | | SITE 3 | | | 0040 214A000 1545.000 CUYD| 4.47000 6906.15| 6.00000 9270.00| Structure Excavation | | | 0050 214B001 228.000 CUYD| 35.00000 7980.00| 26.50000 6042.00| Foundation Backfill, Commercial | | | 0060 502A000 47906.000 LB | 0.50000 23953.00| 0.52000 24911.12| Steel Reinforcement | | | 0070 524A011 289.000 CUYD| 335.00000 96815.00| 335.00000 96815.00| Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| Mobilization | | | 0090 610C001 160.000 TON | 30.00000 4800.00| 25.00000 4000.00| Loose Riprap, Class 2 | | | 0100 610D003 152.000 SQYD| 3.50000 532.00| 3.00000 456.00| Filter Blanket, Geotextile | | | 0110 665F000 150.000 EACH| 5.00000 750.00| 6.00000 900.00| Hay Bales | | | 0120 665J000 780.000 LF | 3.25000 2535.00| 3.50000 2730.00| Silt Fence, Type A | | | 0130 680A000 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| Engineering Controls | | | 0140 740B000 327.000 SQFT| 8.00000 2616.00| 12.00000 3924.00| Construction Signs | | | 0150 740F002 24.000 EACH| 200.00000 4800.00| 200.00000 4800.00| Barricades, Type III | | | 0160 740I005 12.000 EACH| 250.00000 3000.00| 125.00000 1500.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 169,687.15| $ 169,848.12| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 169,687.15| $ 169,848.12| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20031107047 COUNTIES : WILCOX LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6600(204) for constructing the Bridge Replacement and Approaches on C.R.#32 over Goose Creek east of Annemanie. Length - 0.150 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 653,757.00 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 688,763.75 105.3547% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20031107047 COUNTIES : WILCOX LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 01007 |( ) |MCINNIS, 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 206A000 LUMP| 55000.00000 55000.00| 60000.00000 60000.00| Removal Of Old Bridge, Station 9+37.04 | | | 0020 210A000 2390.000 CUYD| 5.00000 11950.00| 6.00000 14340.00| Unclassified Excavation | | | 0030 210D021 100.000 CUYD| 15.00000 1500.00| 13.50000 1350.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 230A000 6.000 RBST| 500.00000 3000.00| 350.00000 2100.00| Roadbed Processing | | | 0050 301A042 1805.000 SQYD| 7.50000 13537.50| 5.50000 9927.50| Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0060 401A000 1482.000 SQYD| 1.25000 1852.50| 1.25000 1852.50| Bituminous Treatment A | | | 0070 424A341 117.000 TON | 68.00000 7956.00| 68.00000 7956.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 502A000 15672.000 LB | 0.75000 11754.00| 0.50000 7836.00| Steel Reinforcement | | | 0090 502B000 LUMP| 50000.00000 50000.00| 30000.00000 30000.00| Steel Reinforcement For Bridge | | | Superstructure, 8+85.00 (APPROX. 51,247 | | | POUNDS) | | | 0100 505A030 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0110 505A036 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0120 505B100 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0130 505B106 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20031107047 COUNTIES : WILCOX LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 01007 |( ) |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 505H000 1995.000 LF | 5.00000 9975.00| 10.00000 19950.00| Pilot Holes | | | 0150 505M000 1087.000 LF | 20.00000 21740.00| 16.00000 17392.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0160 505M004 1063.000 LF | 25.00000 26575.00| 22.00000 23386.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0170 508A000 8155.000 LB | 5.00000 40775.00| 3.25000 26503.75| Structural Steel | | | 0180 510A000 102.000 CUYD| 350.00000 35700.00| 350.00000 35700.00| Bridge Substructure Concrete, Class A | | | 0190 510C051 LUMP| 100000.00000 100000.00| 140000.00000 140000.00| Bridge Concrete Superstructure, 8+85.00 | | | (APPROX. 199 CU. YDS.) | | | 0200 510E000 581.000 SQYD| 4.00000 2324.00| 6.00000 3486.00| Grooving Concrete Bridge Decks | | | 0210 511A004 40.000 EACH| 250.00000 10000.00| 1000.00000 40000.00| Elastomeric Bearings, Type 4 | | | 0220 513B003 622.000 LF | 65.00000 40430.00| 80.00000 49760.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0230 513B004 237.000 LF | 70.00000 16590.00| 100.00000 23700.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0240 600A000 LUMP| 85000.00000 85000.00| 75300.00000 75300.00| Mobilization | | | 0250 610C001 850.000 TON | 25.00000 21250.00| 25.00000 21250.00| Loose Riprap, Class 2 | | | 0260 610D003 666.000 SQYD| 3.50000 2331.00| 2.00000 1332.00| Filter Blanket, Geotextile | | | 0270 630C003 4.000 EACH| 1020.00000 4080.00| 1500.00000 6000.00| Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1400.00000 5600.00| 2000.00000 8000.00| Guardrail End Anchor, Type 20 Series | | | 0290 650A000 135.000 CUYD| 15.00000 2025.00| 5.00000 675.00| Topsoil | | | 0300 652A056 1.000 ACRE| 1000.00000 1000.00| 850.00000 850.00| Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20031107047 COUNTIES : WILCOX LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 01007 |( ) |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 656A000 1.000 ACRE| 1000.00000 1000.00| 750.00000 750.00| Mulching, Class A, Type 1 | | | 0320 656A001 1.000 ACRE| 1500.00000 1500.00| 750.00000 750.00| Mulching, Class A, Type 2 | | | 0330 665F000 80.000 EACH| 25.00000 2000.00| 5.00000 400.00| Hay Bales | | | 0340 665J000 1684.000 LF | 3.00000 5052.00| 3.00000 5052.00| Silt Fence, Type A | | | 0350 680A000 LUMP| 40000.00000 40000.00| 30000.00000 30000.00| Engineering Controls | | | 0360 701A031 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0370 701A035 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0380 701C001 1.000 MILE| 750.00000 750.00| 750.00000 750.00| Solid Temporary Traffic Stripe | | | 0390 740B000 141.000 SQFT| 10.00000 1410.00| 15.00000 2115.00| Construction Signs | | | 0400 740F002 8.000 EACH| 300.00000 2400.00| 225.00000 1800.00| Barricades, Type III | | | 0410 740I005 4.000 EACH| 300.00000 1200.00| 500.00000 2000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 653,757.00| $ 688,763.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 653,757.00| $ 688,763.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20031107048 COUNTIES : WILCOX LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6600(206) for constructing the Bridge Replacement and Approaches on C.R.#3 over Turkey Creek west of Kimbrough. Length - 0.103 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 562,032.00 100.0000% 2 14008 NEWELL & BUSH, INC. $ 594,758.45 105.8229% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 674,825.00 120.0688% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20031107048 COUNTIES : WILCOX LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14008 |( 3 ) 01007 |MCINNIS, LLC |NEWELL & BUSH, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 40000.00000 40000.00| 42000.00000 42000.00| 60000.00000 60000.00 Removal Of Old Bridge, Station 9+04.75 | | | 0020 210A000 950.000 CUYD| 5.00000 4750.00| 7.50000 7125.00| 7.00000 6650.00 Unclassified Excavation | | | 0030 210D021 100.000 CUYD| 15.00000 1500.00| 16.00000 1600.00| 13.50000 1350.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 230A000 4.000 RBST| 500.00000 2000.00| 500.00000 2000.00| 350.00000 1400.00 Roadbed Processing | | | 0050 301A042 965.000 SQYD| 7.50000 7237.50| 7.75000 7478.75| 6.25000 6031.25 Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0060 401A000 723.000 SQYD| 1.50000 1084.50| 1.50000 1084.50| 1.50000 1084.50 Bituminous Treatment A | | | 0070 424A341 57.000 TON | 98.00000 5586.00| 100.00000 5700.00| 98.00000 5586.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 502A000 12767.000 LB | 0.75000 9575.25| 0.60000 7660.20| 0.50000 6383.50 Steel Reinforcement | | | 0090 502B000 LUMP| 50000.00000 50000.00| 35000.00000 35000.00| 30000.00000 30000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 9+02 (APPROXIMATELY | | | 56012 LBS) | | | 0100 505A030 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0110 505A036 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0120 505B100 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0130 505B106 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20031107048 COUNTIES : WILCOX LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14008 |( 3 ) 01007 |MCINNIS, LLC |NEWELL & BUSH, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 505M000 981.000 LF | 20.00000 19620.00| 20.00000 19620.00| 16.00000 15696.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0150 505M004 880.000 LF | 25.00000 22000.00| 25.00000 22000.00| 22.00000 19360.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0160 508A000 7675.000 LB | 5.00000 38375.00| 2.15000 16501.25| 3.25000 24943.75 Structural Steel | | | 0170 510A000 79.000 CUYD| 350.00000 27650.00| 650.00000 51350.00| 350.00000 27650.00 Bridge Substructure Concrete, Class A | | | 0180 510C051 LUMP| 100000.00000 100000.00| 150000.00000 150000.00| 147000.00000 147000.00 Bridge Concrete Superstructure, 9+02.00 | | | (APPROXIMATELY 226 CU YD) | | | 0190 510E000 635.000 SQYD| 3.75000 2381.25| 3.75000 2381.25| 6.00000 3810.00 Grooving Concrete Bridge Decks | | | 0200 511A004 32.000 EACH| 250.00000 8000.00| 250.00000 8000.00| 1000.00000 32000.00 Elastomeric Bearings, Type 4 | | | 0210 513B004 942.000 LF | 70.00000 65940.00| 78.00000 73476.00| 100.00000 94200.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0220 600A000 LUMP| 65000.00000 65000.00| 75000.00000 75000.00| 79050.00000 79050.00 Mobilization | | | 0230 610C001 695.000 TON | 30.00000 20850.00| 25.00000 17375.00| 25.00000 17375.00 Loose Riprap, Class 2 | | | 0240 610D003 695.000 SQYD| 3.50000 2432.50| 3.50000 2432.50| 2.00000 1390.00 Filter Blanket, Geotextile | | | 0250 630C003 4.000 EACH| 1025.00000 4100.00| 1050.00000 4200.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0260 630C050 4.000 EACH| 1400.00000 5600.00| 1650.00000 6600.00| 2000.00000 8000.00 Guardrail End Anchor, Type 20 Series | | | 0270 650A000 124.000 CUYD| 15.00000 1860.00| 16.00000 1984.00| 5.00000 620.00 Topsoil | | | 0280 652A061 1.000 ACRE| 1000.00000 1000.00| 1250.00000 1250.00| 850.00000 850.00 Seeding (Mix 3E) | | | 0290 656A000 1.000 ACRE| 1000.00000 1000.00| 1100.00000 1100.00| 750.00000 750.00 Mulching, Class A, Type 1 | | | 0300 656A001 1.000 ACRE| 1500.00000 1500.00| 1600.00000 1600.00| 750.00000 750.00 Mulching, Class A, Type 2 | | | 0310 665F000 50.000 EACH| 25.00000 1250.00| 28.00000 1400.00| 5.00000 250.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20031107048 COUNTIES : WILCOX LETTING DATE : 11/07/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14008 |( 3 ) 01007 |MCINNIS, LLC |NEWELL & BUSH, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665J000 1160.000 LF | 3.00000 3480.00| 5.00000 5800.00| 3.00000 3480.00 Silt Fence, Type A | | | 0330 680A000 LUMP| 30000.00000 30000.00| 2500.00000 2500.00| 54000.00000 54000.00 Engineering Controls | | | 0340 701A031 1.000 MILE| 2000.00000 2000.00| 1800.00000 1800.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0350 701A035 1.000 MILE| 2500.00000 2500.00| 1800.00000 1800.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0360 701C001 1.000 MILE| 750.00000 750.00| 615.00000 615.00| 750.00000 750.00 Solid Temporary Traffic Stripe | | | 0370 740B000 141.000 SQFT| 10.00000 1410.00| 25.00000 3525.00| 15.00000 2115.00 Construction Signs | | | 0380 740F002 8.000 EACH| 300.00000 2400.00| 400.00000 3200.00| 225.00000 1800.00 Barricades, Type III | | | 0390 740I005 4.000 EACH| 300.00000 1200.00| 400.00000 1600.00| 500.00000 2000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 562,032.00| $ 594,758.45| $ 674,825.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 562,032.00| $ 594,758.45| $ 674,825.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20031107049 COUNTIES : JEFFERSON LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-7256(600) for constructing the Bridge Replacement on C.R.#10 (South Chalkville Road) at Pinchgut Creek in Trussville. Length 0.010 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- NO BIDS RECEIVED ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20031107049 COUNTIES : JEFFERSON LETTING DATE : 11/07/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |NO VALID BIDS | | | | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | | | -------------------------------------------+----------------------------+----------------------------+------------------------------ ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPMB-7509(600) for constructing the Widening (Grade, Drainage, Pavement, Bridge and Signals) on Cottage Hill Road from Schillinger Road to Cody Road at the western city limits of Mobile. Length 1.325 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 5,145,406.90 100.0000% 2 19058 S. J. & L., INC. $ 5,307,312.30 103.1466% 3 23029 J. S. WALTON & COMPANY, INC. $ 5,596,890.19 108.7745% 4 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 5,598,715.47 108.8100% 5 13008 MOBILE ASPHALT COMPANY, LLC $ 5,599,554.80 108.8263% 6 07050 GULF EQUIPMENT CORPORATION $ 5,776,896.10 112.2729% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 24000.00000 24000.00| 24000.00000 24000.00| 21987.86000 21987.86 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 8.0 ACRES) | | | 0020 205A001 1.000 EACH| 4013.28000 4013.28| 4000.00000 4000.00| 4085.35000 4085.35 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1458.00000 1458.00| 1500.00000 1500.00| 1484.18000 1484.18 Removal Of Structures, Structure No. 2 | | | 0040 206A012 LUMP| 10438.20000 10438.20| 9700.00000 9700.00| 10625.64000 10625.64 Removal Of Old Bridge, Station 41+60.31 | | | 98.4' RT. | | | 0050 206C000 27.000 SQYD| 4.69000 126.63| 5.30000 143.10| 15.35000 414.45 Removing Concrete Sidewalk | | | 0060 206C003 807.000 SQYD| 3.49000 2816.43| 4.10000 3308.70| 6.78000 5471.46 Removing Concrete Flumes | | | 0070 206C010 406.000 SQYD| 3.47000 1408.82| 4.70000 1908.20| 4.82000 1956.92 Removing Concrete Driveway | | | 0080 206D000 1811.000 LF | 6.46000 11699.06| 6.40000 11590.40| 6.30000 11409.30 Removing Pipe | | | 0090 206D002 302.000 LF | 4.66000 1407.32| 2.00000 604.00| 6.09000 1839.18 Removing Curb | | | 0100 206D003 521.000 LF | 4.69000 2443.49| 2.10000 1094.10| 5.86000 3053.06 Removing Curb And Gutter | | | 0110 206E000 33.000 EACH| 78.76000 2599.08| 150.00000 4950.00| 138.16000 4559.28 Removing Headwalls | | | 0120 206E001 8.000 EACH| 162.44000 1299.52| 315.00000 2520.00| 183.12000 1464.96 Removing Inlets | | | 0130 206E002 1.000 EACH| 162.45000 162.45| 340.00000 340.00| 638.85000 638.85 Removing Junction Boxes | | | 0140 210A000 33274.000 CUYD| 4.90000 163042.60| 3.25000 108140.50| 4.91000 163375.34 Unclassified Excavation | | | 0150 210D012 38177.000 CUYD| 6.90000 263421.30| 6.45000 246241.65| 6.14000 234406.78 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0160 210E000 10549.000 CUYD| 6.90000 72788.10| 6.50000 68568.50| 6.26000 66036.74 Borrow Excavation (Underwater Backfill) | | | 0170 214A000 7722.000 CUYD| 4.05000 31274.10| 4.30000 33204.60| 4.27000 32972.94 Structure Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 214B000 1985.000 CUYD| 7.94000 15760.90| 6.70000 13299.50| 7.65000 15185.25 Foundation Backfill, Local | | | 0190 215A000 525.000 CUYD| 8.42000 4420.50| 7.85000 4121.25| 8.58000 4504.50 Unclassified Bridge Excavation | | | 0200 230A000 71.000 RBST| 375.79000 26681.09| 285.00000 20235.00| 211.27000 15000.17 Roadbed Processing | | | 0210 260A000 16.000 CUYD| 216.00000 3456.00| 255.00000 4080.00| 164.91000 2638.56 Cement Mortar Flowable Backfill, Mix 1 | | | 0220 301A012 38671.000 SQYD| 7.00000 270697.00| 8.55000 330637.05| 7.10000 274564.10 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0230 401A000 27766.000 SQYD| 0.42000 11661.72| 0.65000 18047.90| 0.26000 7219.16 Bituminous Treatment A | | | 0240 405A000 3032.000 GAL | 1.18000 3577.76| 1.00000 3032.00| 0.98000 2971.36 Tack Coat | | | 0250 408A051 8326.000 SQYD| 1.16000 9658.16| 1.20000 9991.20| 1.24000 10324.24 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0260 410B000 1.000 EACH| 1008.54000 1008.54| 1260.00000 1260.00| 1033.43000 1033.43 State Furnished Profilograph | | | 0270 424A360 2950.000 TON | 43.01000 126879.50| 46.00000 135700.00| 40.56000 119652.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424B651 5675.000 TON | 38.20000 216785.00| 40.00000 227000.00| 39.27000 222857.25 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0290 424B655 100.000 TON | 67.65000 6765.00| 61.75000 6175.00| 49.96000 4996.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0300 424B659 4659.000 TON | 40.07000 186686.13| 41.90000 195212.10| 39.79000 185381.61 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0310 424C361 4720.000 TON | 39.84000 188044.80| 41.90000 197768.00| 39.27000 185354.40 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -4 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 430B016 2000.000 TON | 22.74000 45480.00| 25.90000 51800.00| 24.14000 48280.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #67) | | | 0330 450B000 289.000 SQYD| 75.60000 21848.40| 88.40000 25547.60| 96.75000 27960.75 Reinforced Cement Concrete Bridge End | | | Slab | | | 0350 502A000 53976.000 LB | 0.52000 28067.52| 0.50000 26988.00| 0.53000 28607.28 Steel Reinforcement | | | 0360 502B000 LUMP| 36180.00000 36180.00| 33650.00000 33650.00| 36829.67000 36829.67 Steel Reinforcement For Bridge | | | Superstructure, ,STATION 41+00 (APPROX. | | | 68,305 LBS) | | | 0370 503A000 108.000 CUYD| 302.40000 32659.20| 281.25000 30375.00| 307.83000 33245.64 Seal Concrete | | | 0380 503B011 LUMP| 50436.00000 50436.00| 47000.00000 47000.00| 51341.66000 51341.66 Cofferdam And Pumping, Pier No.Or Bent | | | No. 2 | | | 0390 503B012 LUMP| 50436.00000 50436.00| 47000.00000 47000.00| 51341.66000 51341.66 Cofferdam And Pumping, Pier No.Or Bent | | | No. 3 | | | 0400 505A016 1.000 EACH| 5697.00000 5697.00| 5300.00000 5300.00| 5799.30000 5799.30 Concrete Test Piles (16 Inches Square) | | | 0410 505B046 1.000 EACH| 6858.00000 6858.00| 6375.00000 6375.00| 6981.15000 6981.15 Static Loading Tests (16 Inches Square) | | | 0420 505B076 1.000 EACH| 972.00000 972.00| 905.00000 905.00| 989.45000 989.45 Dynamic Loading Tests (16 Inches Square | | | 0430 505N001 4218.000 LF | 30.24000 127552.32| 28.10000 118525.80| 30.78000 129830.04 Concrete Piling Furnished(16 Inches | | | Square) | | | 0440 505O001 4218.000 LF | 1.08000 4555.44| 1.05000 4428.90| 1.10000 4639.80 Concrete Piling Driven(16 Inches Square | | | 0450 508A000 8387.000 LB | 2.81000 23567.47| 2.60000 21806.20| 2.86000 23986.82 Structural Steel | | | 0460 510A000 398.000 CUYD| 453.60000 180532.80| 420.00000 167160.00| 461.75000 183776.50 Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 146124.00000 146124.00| 136000.00000 136000.00| 148747.90000 148747.90 Bridge Concrete Superstructure, , | | | STATION 41+00 (APPROX. 220 CU YD) | | | 0480 510E000 853.000 SQYD| 3.46000 2951.38| 3.25000 2772.25| 3.52000 3002.56 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -5 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 511A001 66.000 EACH| 82.35000 5435.10| 76.60000 5055.60| 83.83000 5532.78 Elastomeric Bearings, Type 2 | | | 0500 513B003 1286.000 LF | 46.71000 60069.06| 43.45000 55876.70| 47.55000 61149.30 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0510 530B002 7.000 LF | 136.40000 954.80| 51.60000 361.20| 55.22000 386.54 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0520 530B003 71.000 LF | 93.87000 6664.77| 40.70000 2889.70| 42.04000 2984.84 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0530 530B006 100.000 LF | 107.15000 10715.00| 82.80000 8280.00| 69.36000 6936.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0540 532A031 1520.000 LF | 172.80000 262656.00| 170.35000 258932.00| 175.90000 267368.00 15" Slotted Drain Pipe | | | 0550 532A032 1962.000 LF | 186.84000 366580.08| 184.20000 361400.40| 190.20000 373172.40 18" Slotted Drain Pipe | | | 0560 532A041 110.000 LF | 176.04000 19364.40| 173.55000 19090.50| 179.20000 19712.00 15" Slotted Drain Pipe(With Varible | | | Height Grate) | | | 0570 532A042 45.000 LF | 189.00000 8505.00| 186.30000 8383.50| 192.39000 8657.55 18" Slotted Drain Pipe (With Variable | | | Height Grate) | | | 0580 533A097 2459.000 LF | 14.88000 36589.92| 17.40000 42786.60| 12.60000 30983.40 15" Storm Sewer Pipe (Class 3 R.C.) | | | 0590 533A098 2373.000 LF | 16.71000 39652.83| 20.20000 47934.60| 13.31000 31584.63 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0600 533A099 1525.000 LF | 21.60000 32940.00| 26.50000 40412.50| 17.82000 27175.50 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0610 533A100 372.000 LF | 28.59000 10635.48| 33.25000 12369.00| 26.61000 9898.92 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0620 533A101 504.000 LF | 41.64000 20986.56| 46.35000 23360.40| 37.23000 18763.92 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0630 533A102 400.000 LF | 49.89000 19956.00| 58.05000 23220.00| 44.58000 17832.00 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0640 533B098 212.000 LF | 26.81000 5683.72| 28.10000 5957.20| 23.28000 4935.36 22" Span, 14" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -6 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 535A078 175.000 LF | 13.65000 2388.75| 17.40000 3045.00| 23.51000 4114.25 15" Side Drain Pipe (Class 3 R.C.) | | | 0660 535A080 50.000 LF | 16.09000 804.50| 22.20000 1110.00| 42.27000 2113.50 18" Side Drain Pipe (Class 3 R.C.) | | | 0670 600A000 LUMP| 240294.55000 240294.55| 275000.00000 275000.00| 770236.04000 770236.04 Mobilization | | | 0680 602A000 98.000 EACH| 142.27000 13942.46| 134.00000 13132.00| 70.29000 6888.42 Right Of Way Markers | | | 0690 606A005 1000.000 LF | 7.82000 7820.00| 7.75000 7750.00| 9.35000 9350.00 6" Underdrain Pipe, Type 9 | | | 0700 610C001 6091.000 TON | 29.83000 181694.53| 39.10000 238158.10| 25.23000 153675.93 Loose Riprap, Class 2 | | | 0710 610D003 4132.000 SQYD| 1.38000 5702.16| 2.50000 10330.00| 1.29000 5330.28 Filter Blanket, Geotextile | | | 0720 614A000 353.000 CUYD| 232.20000 81966.60| 230.00000 81190.00| 236.37000 83438.61 Slope Paving | | | 0730 618A001 27.000 SQYD| 27.00000 729.00| 26.60000 718.20| 27.48000 741.96 Concrete Sidewalk, 6" Thick | | | 0740 618B002 159.000 SQYD| 27.00000 4293.00| 26.60000 4229.40| 27.48000 4369.32 Concrete Driveway, 6" Thick | | | 0750 619A100 10.000 EACH| 367.20000 3672.00| 360.00000 3600.00| 373.79000 3737.90 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0760 619A101 2.000 EACH| 426.60000 853.20| 420.00000 840.00| 434.26000 868.52 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0770 619B016 1.000 EACH| 426.60000 426.60| 420.00000 420.00| 604.67000 604.67 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0780 620A000 21.000 CUYD| 594.00000 12474.00| 585.00000 12285.00| 604.67000 12698.07 Minor Structure Concrete | | | 0790 621A019 6.000 EACH| 2484.00000 14904.00| 2450.00000 14700.00| 329.82000 1978.92 Junction Boxes, Type 1 Or 2P | | | 0800 621B014 6.000 EACH| 324.00000 1944.00| 320.00000 1920.00| 329.82000 1978.92 Junction Box Units, Type 1 Or 2P | | | 0810 621C001 1.000 EACH| 1728.00000 1728.00| 1700.00000 1700.00| 1759.03000 1759.03 Inlets, Type B | | | 0820 621C023 7.000 EACH| 2133.00000 14931.00| 2100.00000 14700.00| 2171.30000 15199.10 Inlets, Type S4 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -7 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 621C027 10.000 EACH| 1836.00000 18360.00| 1810.00000 18100.00| 1868.97000 18689.70 Inlets, Type C | | | 0840 621C031 48.000 EACH| 1836.00000 88128.00| 1810.00000 86880.00| 1868.97000 89710.56 Inlets, Type S3 (1 Wing) | | | 0850 621C033 5.000 EACH| 2052.00000 10260.00| 2025.00000 10125.00| 2088.85000 10444.25 Inlets, Type S3 (2 Wing) | | | 0860 621D002 4.000 EACH| 243.00000 972.00| 240.00000 960.00| 247.36000 989.44 Inlet Units, Type C | | | 0870 621D020 42.000 EACH| 324.00000 13608.00| 320.00000 13440.00| 329.82000 13852.44 Inlet Units, Type S3 | | | 0880 621D031 7.000 EACH| 378.00000 2646.00| 375.00000 2625.00| 384.79000 2693.53 Inlet Units, Type S4 | | | 0890 621E002 11.000 EACH| 2700.00000 29700.00| 2660.00000 29260.00| 2748.48000 30233.28 Manholes, Type L | | | 0900 621E025 14.000 EACH| 2290.40000 32065.60| 2110.00000 29540.00| 2191.64000 30682.96 Manholes, Type Special (Sanitary- 48 | | | Inch Diameter) | | | 0910 621F003 2.000 EACH| 297.00000 594.00| 293.00000 586.00| 302.34000 604.68 Manhole Units, Type L | | | 0920 621F025 25.000 EACH| 405.11000 10127.75| 424.00000 10600.00| 387.65000 9691.25 Manhole Units, Type Special (Sanitary- | | | 48 Inch Diameter) | | | 0930 621J000 2.000 EACH| 494.04000 988.08| 1085.00000 2170.00| 472.74000 945.48 Connection To Existing Manhole | | | 0940 621L000 1.000 EACH| 287.24000 287.24| 640.00000 640.00| 285.84000 285.84 Abandon Existing Manhole | | | 0950 622A000 1.000 EACH| 631.80000 631.80| 760.00000 760.00| 643.15000 643.15 Manhole Covers Reset | | | 0960 622A002 2.000 EACH| 315.96000 631.92| 760.00000 1520.00| 302.34000 604.68 Manhole Covers Reset (Sanitary) | | | 0970 623A004 1166.000 LF | 30.24000 35259.84| 29.80000 34746.80| 30.78000 35889.48 Concrete Gutter (Modified) | | | 0980 623C000 11097.000 LF | 9.72000 107862.84| 9.60000 106531.20| 9.89000 109749.33 Combination Curb & Gutter, Type C | | | 0990 630A001 100.000 LF | 10.80000 1080.00| 10.00000 1000.00| 10.99000 1099.00 Steel Beam Guardrail, Class A, Type 2 | | | 1000 630C003 4.000 EACH| 1074.60000 4298.40| 996.50000 3986.00| 1093.90000 4375.60 Guardrail End Anchor, Type 13 | | | 1010 630C050 4.000 EACH| 1485.00000 5940.00| 1376.50000 5506.00| 1511.67000 6046.68 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -8 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 634E000 120.000 LF | 19.44000 2332.80| 31.95000 3834.00| 26.66000 3199.20 Industrial Fence, 6 Feet High, Special | | | Mounting | | | 1030 637A001 1496.000 LF | 5.06000 7569.76| 6.40000 9574.40| 4.78000 7150.88 Fence Reset (Includes All Types) | | | 1040 641A002 645.000 LF | 7.27000 4689.15| 5.35000 3450.75| 6.96000 4489.20 1 Inch Copper Water Pipe Laid (Type K) | | | 1050 641A035 3108.000 LF | 12.32000 38290.56| 15.15000 47086.20| 11.79000 36643.32 6 Inch D.I. Water Main Laid | | | 1060 641A036 3093.000 LF | 14.76000 45652.68| 18.20000 56292.60| 14.13000 43704.09 8 Inch D. I. Water Main Laid | | | 1070 641A038 386.000 LF | 24.24000 9356.64| 34.30000 13239.80| 23.20000 8955.20 12 Inch D. I. Water Main Laid | | | 1080 641A080 100.000 LF | 15.86000 1586.00| 23.40000 2340.00| 15.17000 1517.00 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 1090 641A081 130.000 LF | 19.18000 2493.40| 28.65000 3724.50| 18.35000 2385.50 8 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 1100 641A120 340.000 LF | 37.55000 12767.00| 35.00000 11900.00| 35.93000 12216.20 6 inch P.E. (High Density) Water Pipe | | | Laid, Directional Bore (SDR-11) | | | 1110 641A124 310.000 LF | 105.70000 32767.00| 100.00000 31000.00| 101.14000 31353.40 14 Inch P.E.(High Density)Water Pipe | | | Laid, Directional Bore (SDR-11) | | | 1120 641C000 17.000 EACH| 428.55000 7285.35| 600.00000 10200.00| 410.07000 6971.19 6 Inch Gate Valves With Box | | | 1130 641C001 4.000 EACH| 582.51000 2330.04| 760.00000 3040.00| 557.39000 2229.56 8 Inch Gate Valves With Box | | | 1140 641C013 2.000 EACH| 1231.66000 2463.32| 1355.00000 2710.00| 1178.55000 2357.10 12 Inch Gate Valves With Box | | | 1150 641D003 18465.000 LB | 2.63000 48562.95| 3.25000 60011.25| 2.52000 46531.80 Ductile Iron Water Main Fitting | | | 1160 641D004 8.000 EACH| 198.77000 1590.16| 304.00000 2432.00| 190.20000 1521.60 6 Inch X 6 Inch D.I. Anchor Tee | | | 1170 641D005 5.000 EACH| 235.53000 1177.65| 320.00000 1600.00| 225.38000 1126.90 8 Inch X 6 Inch D.I. Anchor Tee | | | 1180 641E001 121.000 EACH| 17.23000 2084.83| 28.60000 3460.60| 16.49000 1995.29 6 Inch D.I. Retainer Gland | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -9 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1190 641E002 125.000 EACH| 47.11000 5888.75| 63.90000 7987.50| 45.08000 5635.00 12 Inch D.I. Retainer Gland | | | 1200 641E003 108.000 EACH| 28.72000 3101.76| 40.00000 4320.00| 27.48000 2967.84 8 Inch D.I. Retainer Gland | | | 1210 641F003 25.000 EACH| 105.70000 2642.50| 38.20000 955.00| 101.14000 2528.50 1 Inch Corporation Stop Water Pipe | | | Fitting | | | 1220 641F005 1.000 EACH| 1510.86000 1510.86| 2500.00000 2500.00| 1445.70000 1445.70 6 Inch X 6 Inch Tapping Valve & Sleeve | | | 1230 641F011 2.000 EACH| 1964.68000 3929.36| 2750.00000 5500.00| 1879.96000 3759.92 8 Inch X 8 Inch Tapping Valve & Sleeve | | | 1240 641F024 1.000 EACH| 2654.05000 2654.05| 2900.00000 2900.00| 2539.60000 2539.60 12 Inch X 6 Inch Tapping Valve & Sleeve | | | 1250 641F036 1.000 EACH| 3469.79000 3469.79| 3200.00000 3200.00| 3320.17000 3320.17 16 Inch x 8 Inch Tapping Valve & Sleeve | | | 1260 641F042 1.000 EACH| 2837.87000 2837.87| 3000.00000 3000.00| 2715.50000 2715.50 12 inch x 8 inch Tapping Valve & Sleeve | | | 1270 641G001 14.000 CUYD| 315.96000 4423.44| 310.00000 4340.00| 302.33000 4232.62 Concrete For Water Mains (Thrust Blocks | | | 1280 641H000 9.000 EACH| 287.23000 2585.07| 310.00000 2790.00| 274.85000 2473.65 New Water Meter Service | | | 1290 641J000 12.000 EACH| 1206.38000 14476.56| 1340.00000 16080.00| 1154.36000 13852.32 Fire Hydrant | | | 1300 641J001 2.000 LF | 342.38000 684.76| 650.00000 1300.00| 327.62000 655.24 Fire Hydrant Extensions | | | 1310 641M000 2.000 EACH| 344.68000 689.36| 515.00000 1030.00| 329.82000 659.64 Dewatering, Cutting And Capping Of | | | Pipeline | | | 1320 642A000 9.000 EACH| 574.47000 5170.23| 310.00000 2790.00| 549.70000 4947.30 Fire Hydrant Reset | | | 1330 643A000 23.000 EACH| 114.89000 2642.47| 225.00000 5175.00| 109.94000 2528.62 Water Meters Reset | | | 1340 643B000 24.000 EACH| 195.32000 4687.68| 165.00000 3960.00| 186.90000 4485.60 Valve Boxes Reset | | | 1350 645A005 35.000 LF | 9.67000 338.45| 15.00000 525.00| 9.26000 324.10 2 Inch P.V.C. Sanitary Sewer Pipe(Force | | | Main) | | | 1360 645A043 575.000 LF | 29.02000 16686.50| 33.65000 19348.75| 27.77000 15967.75 6 Inch D.I. Sanitary Sewer Pipe | | | (Restrained Joint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -10 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 645A082 2021.000 LF | 44.08000 89085.68| 39.00000 78819.00| 42.18000 85245.78 8 Inch D.I. Sanitary Sewer Pipe | | | (Restrained Joint) | | | 1380 645A094 216.000 LF | 95.22000 20567.52| 115.25000 24894.00| 91.12000 19681.92 18 Inch D.I. Sanitary Sewer | | | Pipe(Restrained Joint) | | | 1390 645D001 16.000 EACH| 405.57000 6489.12| 360.00000 5760.00| 388.09000 6209.44 8 Inch X 6 Inch D.I. Wye Or Tee For | | | Gravity Sanitary Sewer | | | 1400 645D008 2.000 EACH| 2125.53000 4251.06| 700.00000 1400.00| 2044.87000 4089.74 Disconnect, Clean And Cap End Of | | | Existing Sanitary Sewer Pipe | | | 1410 645E005 1000.000 LF | 4.60000 4600.00| 7.90000 7900.00| 4.40000 4400.00 Crushed Stone Foundation For Sanitary | | | Sewer Pipe | | | 1420 649A028 163.000 LF | 87.97000 14339.11| 64.40000 10497.20| 84.18000 13721.34 16 Inch Encasement Pipe, Type 1 | | | Installation | | | 1430 649A029 100.000 LF | 175.94000 17594.00| 153.00000 15300.00| 168.35000 16835.00 36 Inch Encasement Pipe, Type 1 | | | Installation | | | 1440 649A033 185.000 LF | 181.24000 33529.40| 150.00000 27750.00| 184.42000 34117.70 16 Inch Encasement Pipe, Type 2 | | | Installation | | | 1450 650A000 1991.000 CUYD| 9.77000 19452.07| 13.80000 27475.80| 7.36000 14653.76 Topsoil | | | 1460 652A061 8.000 ACRE| 648.00000 5184.00| 845.00000 6760.00| 737.68000 5901.44 Seeding (Mix 3E) | | | 1470 652A065 1.000 ACRE| 864.00000 864.00| 1280.00000 1280.00| 1485.16000 1485.16 Seeding (Special Wetland Mix) | | | 1480 654A001 3608.000 SQYD| 2.27000 8190.16| 3.50000 12628.00| 2.97000 10715.76 Solid Sodding (Bermuda) | | | 1490 656A000 8.000 ACRE| 540.00000 4320.00| 830.00000 6640.00| 582.11000 4656.88 Mulching, Class A, Type 1 | | | 1500 659A000 3080.000 SQYD| 2.16000 6652.80| 2.00000 6160.00| 1.45000 4466.00 Erosion Control Netting, Class A | | | 1510 659A001 500.000 SQYD| 2.16000 1080.00| 2.10000 1050.00| 1.45000 725.00 Erosion Control Netting, Class B | | | 1520 660D002 47.000 EACH| 14.58000 685.26| 15.00000 705.00| 14.84000 697.48 Trees, Acer Rubrum (Red Maple) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -11 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1530 660D051 57.000 EACH| 14.58000 831.06| 15.00000 855.00| 14.84000 845.88 Trees, Liriodendron Tulipifera (Yellow | | | Poplar) | | | 1540 660D064 58.000 EACH| 14.58000 845.64| 15.00000 870.00| 14.84000 860.72 Trees, Magnolia Virginiana (Sweetbay | | | Magnolia) | | | 1550 660D070 47.000 EACH| 14.58000 685.26| 15.00000 705.00| 14.84000 697.48 Trees, Nyssa Sylvatica (Tupelo Gum) | | | 1560 665A000 4.000 ACRE| 540.00000 2160.00| 565.00000 2260.00| 818.63000 3274.52 Temporary Seeding | | | 1570 665B000 4.000 ACRE| 540.00000 2160.00| 560.00000 2240.00| 806.93000 3227.72 Temporary Mulching | | | 1580 665F000 810.000 EACH| 5.57000 4511.70| 6.60000 5346.00| 4.26000 3450.60 Hay Bales | | | 1590 665G000 300.000 EACH| 4.08000 1224.00| 3.65000 1095.00| 3.36000 1008.00 Sand Bags | | | 1600 665I000 500.000 TON | 22.43000 11215.00| 43.35000 21675.00| 25.64000 12820.00 Temporary Riprap, Class 2 | | | 1610 665J000 14200.000 LF | 1.98000 28116.00| 3.35000 47570.00| 4.17000 59214.00 Silt Fence, Type A | | | 1620 665K000 250.000 CUYD| 37.69000 9422.50| 7.80000 1950.00| 5.85000 1462.50 Drainage Sump Excavation | | | 1630 665L000 535.000 LF | 8.83000 4724.05| 13.10000 7008.50| 10.14000 5424.90 Floating Basin Boom | | | 1640 680A000 LUMP| 44963.03000 44963.03| 37500.00000 37500.00| 58814.68000 58814.68 Engineering Controls | | | 1650 701A028 1.000 MILE| 1312.20000 1312.20| 1675.00000 1675.00| 1814.00000 1814.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1660 701A041 3.000 MILE| 961.20000 2883.60| 965.00000 2895.00| 1044.42000 3133.26 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1670 701A046 2.000 MILE| 955.80000 1911.60| 965.00000 1930.00| 1044.43000 2088.86 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1680 701A048 4.000 MILE| 1593.00000 6372.00| 1675.00000 6700.00| 1814.00000 7256.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1690 701B009 868.000 LF | 0.81000 703.08| 0.80000 694.40| 0.88000 763.84 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -12 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1700 701C000 8.000 MILE| 378.00000 3024.00| 355.00000 2840.00| 384.79000 3078.32 Broken Temporary Traffic Stripe | | | 1710 701C001 10.000 MILE| 507.60000 5076.00| 455.00000 4550.00| 494.73000 4947.30 Solid Temporary Traffic Stripe | | | 1720 701D007 2.000 MILE| 1641.60000 3283.20| 1520.00000 3040.00| 1649.09000 3298.18 Solid Traffic Stripe Removed (Paint) | | | 1730 701D008 4.000 MILE| 2280.96000 9123.84| 1775.00000 7100.00| 1923.94000 7695.76 Solid Traffic Stripe Removed (Plastic) | | | 1740 701D014 1.000 MILE| 1140.48000 1140.48| 1370.00000 1370.00| 1484.18000 1484.18 Broken Traffic Stripe Removed (Paint) | | | 1750 701G121 240.000 LF | 6.43000 1543.20| 2.85000 684.00| 3.08000 739.20 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1760 701G125 240.000 LF | 6.59000 1581.60| 5.05000 1212.00| 5.46000 1310.40 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1770 701G129 240.000 LF | 6.48000 1555.20| 2.85000 684.00| 3.11000 746.40 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1780 701G133 240.000 LF | 6.80000 1632.00| 5.20000 1248.00| 5.61000 1346.40 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1790 701H010 575.000 LF | 0.38000 218.50| 1.00000 575.00| 1.10000 632.50 Dotted Traffic Stripe Removed (Paint) | | | 1800 703A002 4789.000 SQFT| 2.54000 12164.06| 2.30000 11014.70| 2.47000 11828.83 Traffic Control Markings, Class 2, Type | | | A | | | 1810 703B002 404.000 SQFT| 2.97000 1199.88| 3.00000 1212.00| 3.30000 1333.20 Traffic Control Legends, Class 2, Type | | | 1820 703C001 2000.000 SQFT| 1.35000 2700.00| 3.00000 6000.00| 3.30000 6600.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1830 703D002 293.000 SQFT| 0.97000 284.21| 1.50000 439.50| 1.65000 483.45 Temporary Traffic Control Markings | | | (Paint) | | | 1840 703E002 90.000 SQFT| 1.57000 141.30| 1.50000 135.00| 1.65000 148.50 Temporary Traffic Control Legends | | | (Paint) | | | 1850 705A023 210.000 EACH| 4.70000 987.00| 5.05000 1060.50| 5.50000 1155.00 Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -13 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1860 705A030 334.000 EACH| 4.86000 1623.24| 5.05000 1686.70| 5.50000 1837.00 Pavement Markers, Class A-H, Type 2-C | | | 1870 705A031 334.000 EACH| 4.86000 1623.24| 5.05000 1686.70| 5.50000 1837.00 Pavement Markers, Class A-H, Type 1-A | | | 1880 705A032 105.000 EACH| 4.86000 510.30| 5.05000 530.25| 5.50000 577.50 Pavement Markers, Class A-H, Type 1-B | | | 1890 705A037 550.000 EACH| 4.86000 2673.00| 5.05000 2777.50| 5.50000 3025.00 Pavement Markers, Class A-H, Type 2-D | | | 1900 705A038 59.000 EACH| 4.86000 286.74| 5.05000 297.95| 5.50000 324.50 Pavement Markers, Class A-H, Type 2-E | | | 1910 713A000 30.000 LF | 118.80000 3564.00| 112.00000 3360.00| 120.93000 3627.90 Permanent Barricades | | | 1920 730C000 LUMP| 16200.00000 16200.00| 16000.00000 16000.00| 16490.90000 16490.90 Furnishing And Installing Traffic | | | Control Unit (Cottage Hill Road @ Cody | | | Road) | | | 1930 730E000 4.000 EACH| 2160.00000 8640.00| 2130.00000 8520.00| 2198.79000 8795.16 Metal Traffic Signal Pole Foundation | | | 1940 730G001 4.000 EACH| 4186.08000 16744.32| 4130.00000 16520.00| 4261.25000 17045.00 Metal Traffic Signal Strain Pole | | | 1950 730H001 6100.000 LF | 3.24000 19764.00| 3.20000 19520.00| 3.30000 20130.00 Loop Wire | | | 1960 730I001 3500.000 LF | 1.62000 5670.00| 1.60000 5600.00| 1.65000 5775.00 Loop Detector Lead-In-Cable | | | 1970 730J010 24.000 EACH| 162.00000 3888.00| 160.00000 3840.00| 164.91000 3957.84 Vehicle Loop Detector | | | 1980 730K000 8.000 EACH| 324.00000 2592.00| 320.00000 2560.00| 329.82000 2638.56 Traffic Signal Junction Box | | | 1990 730L000 15.000 LF | 3.24000 48.60| 3.20000 48.00| 3.30000 49.50 3/4", Metallic, Conduit | | | 2000 730L002 30.000 LF | 3.78000 113.40| 3.75000 112.50| 3.85000 115.50 1", Metallic, Conduit | | | 2010 730L003 377.000 LF | 2.16000 814.32| 2.15000 810.55| 2.20000 829.40 1", Non-Metallic, Conduit | | | 2020 730L005 349.000 LF | 2.70000 942.30| 2.65000 924.85| 2.75000 959.75 2", Non-Metallic, Conduit | | | 2030 730L007 30.000 LF | 3.78000 113.40| 3.75000 112.50| 3.85000 115.50 3", Non-Metallic, Conduit | | | 2040 730N000 4.000 EACH| 432.00000 1728.00| 425.00000 1700.00| 439.76000 1759.04 Luminaire Extension Assembly, 12 FEET | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -14 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 19058 |( 3 ) 23029 |HOSEA O. WEAVER & SONS, INC |S. J. & L., INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2050 730P001 14.000 EACH| 513.00000 7182.00| 505.00000 7070.00| 522.21000 7310.94 Vehicular Signal Head, 12 Inch 3 | | | Section ,Type Incandescent | | | 2060 730R022 1.000 EACH| 8640.00000 8640.00| 8500.00000 8500.00| 8795.15000 8795.15 Controller Assembly, Type III, 8 Phase | | | 2070 740B000 864.000 SQFT| 7.29000 6298.56| 10.25000 8856.00| 5.99000 5175.36 Construction Signs | | | 2080 740D000 360.000 EACH| 53.00000 19080.00| 55.00000 19800.00| 2.26000 813.60 Channelizing Drums | | | 2090 740E000 25.000 EACH| 3.61000 90.25| 11.75000 293.75| 6.42000 160.50 Cones (36 Inches High) | | | 2100 740F002 8.000 EACH| 300.82000 2406.56| 190.00000 1520.00| 55.51000 444.08 Barricades, Type III | | | 2110 740I005 6.000 EACH| 324.00000 1944.00| 195.00000 1170.00| 220.75000 1324.50 Warning Lights, Type B (Detachable Head | | | 2120 740L005 110.000 EACH| 70.20000 7722.00| 95.00000 10450.00| 55.31000 6084.10 Vertical Panel, Type I (Double-Sided) | | | 2130 740M001 25.000 EACH| 10.00000 250.00| 7.00000 175.00| 6.42000 160.50 Ballast For Cone | | | 2140 741C010 4.000 EACH| 615.00000 2460.00| 3000.00000 12000.00| 2136.38000 8545.52 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2150 999 000 2500.000 HOUR| 0.80000 2000.00| 0.80000 2000.00| 0.80000 2000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,145,406.90| $ 5,307,312.30| $ 5,596,890.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,145,406.90| $ 5,307,312.30| $ 5,596,890.19 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -15 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 24000.00000 24000.00| 22500.00000 22500.00| 24000.00000 24000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 8.0 ACRES) | | | 0020 205A001 1.000 EACH| 50000.00000 50000.00| 20000.00000 20000.00| 24000.00000 24000.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 50000.00000 50000.00| 7700.00000 7700.00| 15000.00000 15000.00 Removal Of Structures, Structure No. 2 | | | 0040 206A012 LUMP| 50000.00000 50000.00| 9753.50000 9753.50| 12000.00000 12000.00 Removal Of Old Bridge, Station 41+60.31 | | | 98.4' RT. | | | 0050 206C000 27.000 SQYD| 5.60000 151.20| 17.65000 476.55| 10.60000 286.20 Removing Concrete Sidewalk | | | 0060 206C003 807.000 SQYD| 4.92000 3970.44| 6.30000 5084.10| 7.00000 5649.00 Removing Concrete Flumes | | | 0070 206C010 406.000 SQYD| 4.71000 1912.26| 6.65000 2699.90| 7.00000 2842.00 Removing Concrete Driveway | | | 0080 206D000 1811.000 LF | 4.70000 8511.70| 14.25000 25806.75| 9.00000 16299.00 Removing Pipe | | | 0090 206D002 302.000 LF | 3.87000 1168.74| 5.60000 1691.20| 5.40000 1630.80 Removing Curb | | | 0100 206D003 521.000 LF | 2.44000 1271.24| 8.10000 4220.10| 5.00000 2605.00 Removing Curb And Gutter | | | 0110 206E000 33.000 EACH| 79.06000 2608.98| 173.30000 5718.90| 120.00000 3960.00 Removing Headwalls | | | 0120 206E001 8.000 EACH| 81.82000 654.56| 238.30000 1906.40| 220.00000 1760.00 Removing Inlets | | | 0130 206E002 1.000 EACH| 81.94000 81.94| 953.15000 953.15| 220.00000 220.00 Removing Junction Boxes | | | 0140 210A000 33274.000 CUYD| 4.02000 133761.48| 5.55000 184670.70| 6.00000 199644.00 Unclassified Excavation | | | 0150 210D012 38177.000 CUYD| 7.18000 274110.86| 6.85000 261512.45| 6.00000 229062.00 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0160 210E000 10549.000 CUYD| 7.18000 75741.82| 7.45000 78590.05| 6.00000 63294.00 Borrow Excavation (Underwater Backfill) | | | 0170 214A000 7722.000 CUYD| 3.35000 25868.70| 5.45000 42084.90| 2.20000 16988.40 Structure Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -16 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 214B000 1985.000 CUYD| 10.23000 20306.55| 8.65000 17170.25| 6.40000 12704.00 Foundation Backfill, Local | | | 0190 215A000 525.000 CUYD| 8.50000 4462.50| 7.85000 4121.25| 9.20000 4830.00 Unclassified Bridge Excavation | | | 0200 230A000 71.000 RBST| 393.07000 27907.97| 262.85000 18662.35| 306.00000 21726.00 Roadbed Processing | | | 0210 260A000 16.000 CUYD| 163.50000 2616.00| 849.80000 13596.80| 130.00000 2080.00 Cement Mortar Flowable Backfill, Mix 1 | | | 0220 301A012 38671.000 SQYD| 8.90000 344171.90| 7.55000 291966.05| 9.00000 348039.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0230 401A000 27766.000 SQYD| 0.55000 15271.30| 0.50000 13883.00| 0.70000 19436.20 Bituminous Treatment A | | | 0240 405A000 3032.000 GAL | 1.04000 3153.28| 0.90000 2728.80| 1.20000 3638.40 Tack Coat | | | 0250 408A051 8326.000 SQYD| 1.31000 10907.06| 1.25000 10407.50| 1.40000 11656.40 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0260 410B000 1.000 EACH| 1090.00000 1090.00| 896.90000 896.90| 1389.00000 1389.00 State Furnished Profilograph | | | 0270 424A360 2950.000 TON | 42.78000 126201.00| 39.15000 115492.50| 51.00000 150450.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424B651 5675.000 TON | 41.42000 235058.50| 35.65000 202313.75| 44.10000 250267.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0290 424B655 100.000 TON | 81.75000 8175.00| 75.00000 7500.00| 67.00000 6700.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0300 424B659 4659.000 TON | 41.97000 195538.23| 37.10000 172848.90| 46.20000 215245.80 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0310 424C361 4720.000 TON | 41.42000 195502.40| 34.20000 161424.00| 46.20000 218064.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -17 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 430B016 2000.000 TON | 24.13000 48260.00| 23.40000 46800.00| 26.00000 52000.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #67) | | | 0330 450B000 289.000 SQYD| 95.92000 27720.88| 88.80000 25663.20| 98.00000 28322.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0350 502A000 53976.000 LB | 0.52000 28067.52| 0.50000 26988.00| 0.60000 32385.60 Steel Reinforcement | | | 0360 502B000 LUMP| 36515.00000 36515.00| 33806.65000 33806.65| 37300.00000 37300.00 Steel Reinforcement For Bridge | | | Superstructure, ,STATION 41+00 (APPROX. | | | 68,305 LBS) | | | 0370 503A000 108.000 CUYD| 305.20000 32961.60| 282.55000 30515.40| 320.00000 34560.00 Seal Concrete | | | 0380 503B011 LUMP| 50903.00000 50903.00| 47127.50000 47127.50| 52000.00000 52000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 2 | | | 0390 503B012 LUMP| 50903.00000 50903.00| 47127.50000 47127.50| 52000.00000 52000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 3 | | | 0400 505A016 1.000 EACH| 5749.75000 5749.75| 5323.30000 5323.30| 6000.00000 6000.00 Concrete Test Piles (16 Inches Square) | | | 0410 505B046 1.000 EACH| 6921.50000 6921.50| 6408.15000 6408.15| 7100.00000 7100.00 Static Loading Tests (16 Inches Square) | | | 0420 505B076 1.000 EACH| 981.00000 981.00| 908.25000 908.25| 1000.00000 1000.00 Dynamic Loading Tests (16 Inches Square | | | 0430 505N001 4218.000 LF | 30.52000 128733.36| 28.25000 119158.50| 31.20000 131601.60 Concrete Piling Furnished(16 Inches | | | Square) | | | 0440 505O001 4218.000 LF | 1.09000 4597.62| 1.00000 4218.00| 1.20000 5061.60 Concrete Piling Driven(16 Inches Square | | | 0450 508A000 8387.000 LB | 2.83000 23735.21| 2.60000 21806.20| 2.90000 24322.30 Structural Steel | | | 0460 510A000 398.000 CUYD| 457.80000 182204.40| 423.85000 168692.30| 467.00000 185866.00 Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 147477.00000 147477.00| 136538.55000 136538.55| 150400.00000 150400.00 Bridge Concrete Superstructure, , | | | STATION 41+00 (APPROX. 220 CU YD) | | | 0480 510E000 853.000 SQYD| 3.49000 2976.97| 3.25000 2772.25| 3.60000 3070.80 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -18 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 511A001 66.000 EACH| 83.11000 5485.26| 76.95000 5078.70| 85.00000 5610.00 Elastomeric Bearings, Type 2 | | | 0500 513B003 1286.000 LF | 47.14000 60622.04| 43.65000 56133.90| 48.20000 61985.20 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0510 530B002 7.000 LF | 60.90000 426.30| 206.00000 1442.00| 40.00000 280.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0520 530B003 71.000 LF | 63.75000 4526.25| 64.65000 4590.15| 46.00000 3266.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0530 530B006 100.000 LF | 100.91000 10091.00| 118.45000 11845.00| 75.40000 7540.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0540 532A031 1520.000 LF | 175.52000 266790.40| 167.00000 253840.00| 178.00000 270560.00 15" Slotted Drain Pipe | | | 0550 532A032 1962.000 LF | 186.25000 365422.50| 167.00000 327654.00| 193.00000 378666.00 18" Slotted Drain Pipe | | | 0560 532A041 110.000 LF | 187.38000 20611.80| 170.00000 18700.00| 182.00000 20020.00 15" Slotted Drain Pipe(With Varible | | | Height Grate) | | | 0570 532A042 45.000 LF | 207.49000 9337.05| 175.00000 7875.00| 195.00000 8775.00 18" Slotted Drain Pipe (With Variable | | | Height Grate) | | | 0580 533A097 2459.000 LF | 29.18000 71753.62| 18.65000 45860.35| 14.40000 35409.60 15" Storm Sewer Pipe (Class 3 R.C.) | | | 0590 533A098 2373.000 LF | 21.93000 52039.89| 20.60000 48883.80| 16.20000 38442.60 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0600 533A099 1525.000 LF | 26.99000 41159.75| 28.90000 44072.50| 23.40000 35685.00 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0610 533A100 372.000 LF | 35.56000 13228.32| 35.35000 13150.20| 28.40000 10564.80 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0620 533A101 504.000 LF | 42.50000 21420.00| 42.60000 21470.40| 41.20000 20764.80 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0630 533A102 400.000 LF | 50.63000 20252.00| 68.95000 27580.00| 49.20000 19680.00 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0640 533B098 212.000 LF | 34.81000 7379.72| 46.75000 9911.00| 22.60000 4791.20 22" Span, 14" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -19 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 535A078 175.000 LF | 19.47000 3407.25| 16.25000 2843.75| 14.40000 2520.00 15" Side Drain Pipe (Class 3 R.C.) | | | 0660 535A080 50.000 LF | 26.65000 1332.50| 25.70000 1285.00| 16.20000 810.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0670 600A000 LUMP| 258331.00000 258331.00| 650000.00000 650000.00| 326470.00000 326470.00 Mobilization | | | 0680 602A000 98.000 EACH| 173.95000 17047.10| 116.25000 11392.50| 75.00000 7350.00 Right Of Way Markers | | | 0690 606A005 1000.000 LF | 11.06000 11060.00| 8.55000 8550.00| 9.00000 9000.00 6" Underdrain Pipe, Type 9 | | | 0700 610C001 6091.000 TON | 38.59000 235051.69| 30.45000 185470.95| 33.00000 201003.00 Loose Riprap, Class 2 | | | 0710 610D003 4132.000 SQYD| 2.44000 10082.08| 2.20000 9090.40| 3.20000 13222.40 Filter Blanket, Geotextile | | | 0720 614A000 353.000 CUYD| 234.35000 82725.55| 287.60000 101522.80| 253.00000 89309.00 Slope Paving | | | 0730 618A001 27.000 SQYD| 27.25000 735.75| 40.35000 1089.45| 29.60000 799.20 Concrete Sidewalk, 6" Thick | | | 0740 618B002 159.000 SQYD| 27.25000 4332.75| 38.35000 6097.65| 29.60000 4706.40 Concrete Driveway, 6" Thick | | | 0750 619A100 10.000 EACH| 370.60000 3706.00| 328.00000 3280.00| 400.00000 4000.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0760 619A101 2.000 EACH| 430.55000 861.10| 428.90000 857.80| 465.00000 930.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0770 619B016 1.000 EACH| 430.55000 430.55| 403.65000 403.65| 465.00000 465.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0780 620A000 21.000 CUYD| 599.50000 12589.50| 1211.00000 25431.00| 648.00000 13608.00 Minor Structure Concrete | | | 0790 621A019 6.000 EACH| 2507.00000 15042.00| 2220.15000 13320.90| 2710.00000 16260.00 Junction Boxes, Type 1 Or 2P | | | 0800 621B014 6.000 EACH| 327.00000 1962.00| 403.65000 2421.90| 353.00000 2118.00 Junction Box Units, Type 1 Or 2P | | | 0810 621C001 1.000 EACH| 1744.00000 1744.00| 2522.90000 2522.90| 1883.00000 1883.00 Inlets, Type B | | | 0820 621C023 7.000 EACH| 2152.75000 15069.25| 2522.90000 17660.30| 2324.00000 16268.00 Inlets, Type S4 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -20 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 621C027 10.000 EACH| 1853.00000 18530.00| 2321.05000 23210.50| 2000.00000 20000.00 Inlets, Type C | | | 0840 621C031 48.000 EACH| 1853.00000 88944.00| 1463.25000 70236.00| 2000.00000 96000.00 Inlets, Type S3 (1 Wing) | | | 0850 621C033 5.000 EACH| 2071.00000 10355.00| 1665.10000 8325.50| 2240.00000 11200.00 Inlets, Type S3 (2 Wing) | | | 0860 621D002 4.000 EACH| 245.25000 981.00| 302.75000 1211.00| 353.00000 1412.00 Inlet Units, Type C | | | 0870 621D020 42.000 EACH| 327.00000 13734.00| 328.00000 13776.00| 353.00000 14826.00 Inlet Units, Type S3 | | | 0880 621D031 7.000 EACH| 381.50000 2670.50| 378.45000 2649.15| 412.00000 2884.00 Inlet Units, Type S4 | | | 0890 621E002 11.000 EACH| 2725.00000 29975.00| 2825.65000 31082.15| 2942.00000 32362.00 Manholes, Type L | | | 0900 621E025 14.000 EACH| 2172.92000 30420.88| 2117.65000 29647.10| 1950.00000 27300.00 Manholes, Type Special (Sanitary- 48 | | | Inch Diameter) | | | 0910 621F003 2.000 EACH| 299.75000 599.50| 277.50000 555.00| 324.00000 648.00 Manhole Units, Type L | | | 0920 621F025 25.000 EACH| 384.33000 9608.25| 374.55000 9363.75| 600.00000 15000.00 Manhole Units, Type Special (Sanitary- | | | 48 Inch Diameter) | | | 0930 621J000 2.000 EACH| 468.70000 937.40| 2119.25000 4238.50| 590.00000 1180.00 Connection To Existing Manhole | | | 0940 621L000 1.000 EACH| 272.50000 272.50| 1513.75000 1513.75| 470.00000 470.00 Abandon Existing Manhole | | | 0950 622A000 1.000 EACH| 637.65000 637.65| 504.60000 504.60| 690.00000 690.00 Manhole Covers Reset | | | 0960 622A002 2.000 EACH| 299.75000 599.50| 353.20000 706.40| 690.00000 1380.00 Manhole Covers Reset (Sanitary) | | | 0970 623A004 1166.000 LF | 30.52000 35586.32| 9.60000 11193.60| 33.00000 38478.00 Concrete Gutter (Modified) | | | 0980 623C000 11097.000 LF | 9.81000 108861.57| 8.85000 98208.45| 10.60000 117628.20 Combination Curb & Gutter, Type C | | | 0990 630A001 100.000 LF | 10.90000 1090.00| 10.00000 1000.00| 23.60000 2360.00 Steel Beam Guardrail, Class A, Type 2 | | | 1000 630C003 4.000 EACH| 1084.55000 4338.20| 995.00000 3980.00| 1472.00000 5888.00 Guardrail End Anchor, Type 13 | | | 1010 630C050 4.000 EACH| 1498.75000 5995.00| 1375.00000 5500.00| 2120.00000 8480.00 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -21 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 634E000 120.000 LF | 29.70000 3564.00| 15.95000 1914.00| 18.00000 2160.00 Industrial Fence, 6 Feet High, Special | | | Mounting | | | 1030 637A001 1496.000 LF | 4.74000 7091.04| 10.70000 16007.20| 5.00000 7480.00 Fence Reset (Includes All Types) | | | 1040 641A002 645.000 LF | 6.90000 4450.50| 6.70000 4321.50| 10.20000 6579.00 1 Inch Copper Water Pipe Laid (Type K) | | | 1050 641A035 3108.000 LF | 11.68000 36301.44| 11.40000 35431.20| 15.60000 48484.80 6 Inch D.I. Water Main Laid | | | 1060 641A036 3093.000 LF | 14.01000 43332.93| 13.65000 42219.45| 18.40000 56911.20 8 Inch D. I. Water Main Laid | | | 1070 641A038 386.000 LF | 23.00000 8878.00| 22.40000 8646.40| 64.00000 24704.00 12 Inch D. I. Water Main Laid | | | 1080 641A080 100.000 LF | 15.04000 1504.00| 14.65000 1465.00| 23.60000 2360.00 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 1090 641A081 130.000 LF | 18.19000 2364.70| 17.75000 2307.50| 27.40000 3562.00 8 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 1100 641A120 340.000 LF | 35.62000 12110.80| 34.70000 11798.00| 44.20000 15028.00 6 inch P.E. (High Density) Water Pipe | | | Laid, Directional Bore (SDR-11) | | | 1110 641A124 310.000 LF | 100.28000 31086.80| 97.75000 30302.50| 109.00000 33790.00 14 Inch P.E.(High Density)Water Pipe | | | Laid, Directional Bore (SDR-11) | | | 1120 641C000 17.000 EACH| 406.57000 6911.69| 396.25000 6736.25| 460.00000 7820.00 6 Inch Gate Valves With Box | | | 1130 641C001 4.000 EACH| 552.63000 2210.52| 538.55000 2154.20| 665.00000 2660.00 8 Inch Gate Valves With Box | | | 1140 641C013 2.000 EACH| 1168.48000 2336.96| 1138.75000 2277.50| 1200.00000 2400.00 12 Inch Gate Valves With Box | | | 1150 641D003 18465.000 LB | 2.50000 46162.50| 2.45000 45239.25| 3.80000 70167.00 Ductile Iron Water Main Fitting | | | 1160 641D004 8.000 EACH| 188.57000 1508.56| 183.75000 1470.00| 245.00000 1960.00 6 Inch X 6 Inch D.I. Anchor Tee | | | 1170 641D005 5.000 EACH| 223.45000 1117.25| 217.75000 1088.75| 266.00000 1330.00 8 Inch X 6 Inch D.I. Anchor Tee | | | 1180 641E001 121.000 EACH| 16.35000 1978.35| 15.95000 1929.95| 50.00000 6050.00 6 Inch D.I. Retainer Gland | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -22 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1190 641E002 125.000 EACH| 44.69000 5586.25| 43.55000 5443.75| 140.00000 17500.00 12 Inch D.I. Retainer Gland | | | 1200 641E003 108.000 EACH| 27.25000 2943.00| 26.55000 2867.40| 84.00000 9072.00 8 Inch D.I. Retainer Gland | | | 1210 641F003 25.000 EACH| 100.28000 2507.00| 97.75000 2443.75| 68.00000 1700.00 1 Inch Corporation Stop Water Pipe | | | Fitting | | | 1220 641F005 1.000 EACH| 1433.35000 1433.35| 1396.90000 1396.90| 2200.00000 2200.00 6 Inch X 6 Inch Tapping Valve & Sleeve | | | 1230 641F011 2.000 EACH| 1863.90000 3727.80| 1816.50000 3633.00| 2900.00000 5800.00 8 Inch X 8 Inch Tapping Valve & Sleeve | | | 1240 641F024 1.000 EACH| 2517.90000 2517.90| 2453.85000 2453.85| 2700.00000 2700.00 12 Inch X 6 Inch Tapping Valve & Sleeve | | | 1250 641F036 1.000 EACH| 3291.80000 3291.80| 3208.05000 3208.05| 4000.00000 4000.00 16 Inch x 8 Inch Tapping Valve & Sleeve | | | 1260 641F042 1.000 EACH| 2692.30000 2692.30| 2623.80000 2623.80| 3500.00000 3500.00 12 inch x 8 inch Tapping Valve & Sleeve | | | 1270 641G001 14.000 CUYD| 299.75000 4196.50| 292.10000 4089.40| 200.00000 2800.00 Concrete For Water Mains (Thrust Blocks | | | 1280 641H000 9.000 EACH| 272.50000 2452.50| 265.55000 2389.95| 380.00000 3420.00 New Water Meter Service | | | 1290 641J000 12.000 EACH| 1144.50000 13734.00| 1115.40000 13384.80| 1620.00000 19440.00 Fire Hydrant | | | 1300 641J001 2.000 LF | 324.82000 649.64| 316.55000 633.10| 560.00000 1120.00 Fire Hydrant Extensions | | | 1310 641M000 2.000 EACH| 327.00000 654.00| 318.70000 637.40| 1300.00000 2600.00 Dewatering, Cutting And Capping Of | | | Pipeline | | | 1320 642A000 9.000 EACH| 545.00000 4905.00| 531.15000 4780.35| 648.00000 5832.00 Fire Hydrant Reset | | | 1330 643A000 23.000 EACH| 109.00000 2507.00| 106.25000 2443.75| 366.00000 8418.00 Water Meters Reset | | | 1340 643B000 24.000 EACH| 185.30000 4447.20| 180.60000 4334.40| 324.00000 7776.00 Valve Boxes Reset | | | 1350 645A005 35.000 LF | 9.18000 321.30| 8.95000 313.25| 22.00000 770.00 2 Inch P.V.C. Sanitary Sewer Pipe(Force | | | Main) | | | 1360 645A043 575.000 LF | 27.53000 15829.75| 26.85000 15438.75| 40.00000 23000.00 6 Inch D.I. Sanitary Sewer Pipe | | | (Restrained Joint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -23 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 645A082 2021.000 LF | 41.82000 84518.22| 40.75000 82355.75| 44.40000 89732.40 8 Inch D.I. Sanitary Sewer Pipe | | | (Restrained Joint) | | | 1380 645A094 216.000 LF | 90.34000 19513.44| 88.05000 19018.80| 116.00000 25056.00 18 Inch D.I. Sanitary Sewer | | | Pipe(Restrained Joint) | | | 1390 645D001 16.000 EACH| 384.77000 6156.32| 375.00000 6000.00| 280.00000 4480.00 8 Inch X 6 Inch D.I. Wye Or Tee For | | | Gravity Sanitary Sewer | | | 1400 645D008 2.000 EACH| 2016.50000 4033.00| 1965.20000 3930.40| 1120.00000 2240.00 Disconnect, Clean And Cap End Of | | | Existing Sanitary Sewer Pipe | | | 1410 645E005 1000.000 LF | 4.36000 4360.00| 4.25000 4250.00| 6.00000 6000.00 Crushed Stone Foundation For Sanitary | | | Sewer Pipe | | | 1420 649A028 163.000 LF | 83.46000 13603.98| 81.35000 13260.05| 55.00000 8965.00 16 Inch Encasement Pipe, Type 1 | | | Installation | | | 1430 649A029 100.000 LF | 166.91000 16691.00| 162.65000 16265.00| 109.00000 10900.00 36 Inch Encasement Pipe, Type 1 | | | Installation | | | 1440 649A033 185.000 LF | 171.95000 31810.75| 167.55000 30996.75| 120.00000 22200.00 16 Inch Encasement Pipe, Type 2 | | | Installation | | | 1450 650A000 1991.000 CUYD| 11.84000 23573.44| 10.80000 21502.80| 10.60000 21104.60 Topsoil | | | 1460 652A061 8.000 ACRE| 545.00000 4360.00| 485.00000 3880.00| 710.00000 5680.00 Seeding (Mix 3E) | | | 1470 652A065 1.000 ACRE| 872.00000 872.00| 700.00000 700.00| 942.00000 942.00 Seeding (Special Wetland Mix) | | | 1480 654A001 3608.000 SQYD| 3.00000 10824.00| 3.00000 10824.00| 2.60000 9380.80 Solid Sodding (Bermuda) | | | 1490 656A000 8.000 ACRE| 545.00000 4360.00| 425.00000 3400.00| 589.00000 4712.00 Mulching, Class A, Type 1 | | | 1500 659A000 3080.000 SQYD| 2.13000 6560.40| 1.75000 5390.00| 2.40000 7392.00 Erosion Control Netting, Class A | | | 1510 659A001 500.000 SQYD| 1.53000 765.00| 1.90000 950.00| 2.40000 1200.00 Erosion Control Netting, Class B | | | 1520 660D002 47.000 EACH| 21.80000 1024.60| 63.75000 2996.25| 16.00000 752.00 Trees, Acer Rubrum (Red Maple) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -24 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1530 660D051 57.000 EACH| 21.80000 1242.60| 63.75000 3633.75| 16.00000 912.00 Trees, Liriodendron Tulipifera (Yellow | | | Poplar) | | | 1540 660D064 58.000 EACH| 21.80000 1264.40| 63.75000 3697.50| 16.00000 928.00 Trees, Magnolia Virginiana (Sweetbay | | | Magnolia) | | | 1550 660D070 47.000 EACH| 21.80000 1024.60| 63.75000 2996.25| 16.00000 752.00 Trees, Nyssa Sylvatica (Tupelo Gum) | | | 1560 665A000 4.000 ACRE| 436.00000 1744.00| 300.00000 1200.00| 589.00000 2356.00 Temporary Seeding | | | 1570 665B000 4.000 ACRE| 436.00000 1744.00| 300.00000 1200.00| 589.00000 2356.00 Temporary Mulching | | | 1580 665F000 810.000 EACH| 8.75000 7087.50| 7.75000 6277.50| 6.60000 5346.00 Hay Bales | | | 1590 665G000 300.000 EACH| 6.24000 1872.00| 3.05000 915.00| 4.40000 1320.00 Sand Bags | | | 1600 665I000 500.000 TON | 39.21000 19605.00| 29.30000 14650.00| 33.00000 16500.00 Temporary Riprap, Class 2 | | | 1610 665J000 14200.000 LF | 4.10000 58220.00| 3.30000 46860.00| 3.20000 45440.00 Silt Fence, Type A | | | 1620 665K000 250.000 CUYD| 6.70000 1675.00| 8.25000 2062.50| 10.60000 2650.00 Drainage Sump Excavation | | | 1630 665L000 535.000 LF | 11.30000 6045.50| 7.35000 3932.25| 29.60000 15836.00 Floating Basin Boom | | | 1640 680A000 LUMP| 68438.00000 68438.00| 91000.00000 91000.00| 77650.00000 77650.00 Engineering Controls | | | 1650 701A028 1.000 MILE| 1324.35000 1324.35| 1665.10000 1665.10| 1350.00000 1350.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1660 701A041 3.000 MILE| 970.10000 2910.30| 958.70000 2876.10| 989.00000 2967.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1670 701A046 2.000 MILE| 964.65000 1929.30| 958.70000 1917.40| 984.00000 1968.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1680 701A048 4.000 MILE| 1607.75000 6431.00| 1665.10000 6660.40| 1639.00000 6556.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1690 701B009 868.000 LF | 0.82000 711.76| 0.80000 694.40| 1.00000 868.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -25 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1700 701C000 8.000 MILE| 381.50000 3052.00| 353.20000 2825.60| 389.00000 3112.00 Broken Temporary Traffic Stripe | | | 1710 701C001 10.000 MILE| 512.30000 5123.00| 454.10000 4541.00| 522.50000 5225.00 Solid Temporary Traffic Stripe | | | 1720 701D007 2.000 MILE| 1656.80000 3313.60| 1513.75000 3027.50| 1689.00000 3378.00 Solid Traffic Stripe Removed (Paint) | | | 1730 701D008 4.000 MILE| 2302.08000 9208.32| 1766.00000 7064.00| 2347.00000 9388.00 Solid Traffic Stripe Removed (Plastic) | | | 1740 701D014 1.000 MILE| 1151.04000 1151.04| 1362.35000 1362.35| 1173.40000 1173.40 Broken Traffic Stripe Removed (Paint) | | | 1750 701G121 240.000 LF | 6.49000 1557.60| 2.85000 684.00| 6.70000 1608.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1760 701G125 240.000 LF | 6.65000 1596.00| 5.00000 1200.00| 6.80000 1632.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1770 701G129 240.000 LF | 6.54000 1569.60| 2.85000 684.00| 6.70000 1608.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1780 701G133 240.000 LF | 6.87000 1648.80| 5.15000 1236.00| 7.00000 1680.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1790 701H010 575.000 LF | 0.38000 218.50| 1.00000 575.00| 0.40000 230.00 Dotted Traffic Stripe Removed (Paint) | | | 1800 703A002 4789.000 SQFT| 2.56000 12259.84| 2.25000 10775.25| 2.70000 12930.30 Traffic Control Markings, Class 2, Type | | | A | | | 1810 703B002 404.000 SQFT| 3.00000 1212.00| 3.05000 1232.20| 3.10000 1252.40 Traffic Control Legends, Class 2, Type | | | 1820 703C001 2000.000 SQFT| 1.36000 2720.00| 3.05000 6100.00| 1.40000 2800.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1830 703D002 293.000 SQFT| 0.98000 287.14| 1.50000 439.50| 1.00000 293.00 Temporary Traffic Control Markings | | | (Paint) | | | 1840 703E002 90.000 SQFT| 1.58000 142.20| 1.50000 135.00| 1.70000 153.00 Temporary Traffic Control Legends | | | (Paint) | | | 1850 705A023 210.000 EACH| 4.74000 995.40| 5.05000 1060.50| 5.00000 1050.00 Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -26 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1860 705A030 334.000 EACH| 4.91000 1639.94| 5.05000 1686.70| 5.00000 1670.00 Pavement Markers, Class A-H, Type 2-C | | | 1870 705A031 334.000 EACH| 4.91000 1639.94| 5.05000 1686.70| 5.00000 1670.00 Pavement Markers, Class A-H, Type 1-A | | | 1880 705A032 105.000 EACH| 4.91000 515.55| 5.05000 530.25| 5.00000 525.00 Pavement Markers, Class A-H, Type 1-B | | | 1890 705A037 550.000 EACH| 4.91000 2700.50| 5.05000 2777.50| 5.00000 2750.00 Pavement Markers, Class A-H, Type 2-D | | | 1900 705A038 59.000 EACH| 4.91000 289.69| 5.05000 297.95| 5.00000 295.00 Pavement Markers, Class A-H, Type 2-E | | | 1910 713A000 30.000 LF | 119.90000 3597.00| 111.00000 3330.00| 35.40000 1062.00 Permanent Barricades | | | 1920 730C000 LUMP| 16350.00000 16350.00| 15934.00000 15934.00| 17700.00000 17700.00 Furnishing And Installing Traffic | | | Control Unit (Cottage Hill Road @ Cody | | | Road) | | | 1930 730E000 4.000 EACH| 2180.00000 8720.00| 2124.55000 8498.20| 2360.00000 9440.00 Metal Traffic Signal Pole Foundation | | | 1940 730G001 4.000 EACH| 4224.84000 16899.36| 4117.35000 16469.40| 4560.00000 18240.00 Metal Traffic Signal Strain Pole | | | 1950 730H001 6100.000 LF | 3.27000 19947.00| 3.20000 19520.00| 3.60000 21960.00 Loop Wire | | | 1960 730I001 3500.000 LF | 1.64000 5740.00| 1.60000 5600.00| 1.80000 6300.00 Loop Detector Lead-In-Cable | | | 1970 730J010 24.000 EACH| 163.50000 3924.00| 159.35000 3824.40| 180.00000 4320.00 Vehicle Loop Detector | | | 1980 730K000 8.000 EACH| 327.00000 2616.00| 318.70000 2549.60| 360.00000 2880.00 Traffic Signal Junction Box | | | 1990 730L000 15.000 LF | 3.27000 49.05| 3.20000 48.00| 3.60000 54.00 3/4", Metallic, Conduit | | | 2000 730L002 30.000 LF | 3.82000 114.60| 3.70000 111.00| 4.20000 126.00 1", Metallic, Conduit | | | 2010 730L003 377.000 LF | 2.18000 821.86| 2.10000 791.70| 2.40000 904.80 1", Non-Metallic, Conduit | | | 2020 730L005 349.000 LF | 2.73000 952.77| 2.65000 924.85| 3.00000 1047.00 2", Non-Metallic, Conduit | | | 2030 730L007 30.000 LF | 3.82000 114.60| 3.70000 111.00| 4.20000 126.00 3", Non-Metallic, Conduit | | | 2040 730N000 4.000 EACH| 543.91000 2175.64| 424.90000 1699.60| 480.00000 1920.00 Luminaire Extension Assembly, 12 FEET | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 050 -27 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20031107050 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 13008 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2050 730P001 14.000 EACH| 517.75000 7248.50| 504.60000 7064.40| 560.00000 7840.00 Vehicular Signal Head, 12 Inch 3 | | | Section ,Type Incandescent | | | 2060 730R022 1.000 EACH| 8720.00000 8720.00| 8498.15000 8498.15| 9420.00000 9420.00 Controller Assembly, Type III, 8 Phase | | | 2070 740B000 864.000 SQFT| 11.17000 9650.88| 8.00000 6912.00| 16.60000 14342.40 Construction Signs | | | 2080 740D000 360.000 EACH| 59.95000 21582.00| 55.00000 19800.00| 73.00000 26280.00 Channelizing Drums | | | 2090 740E000 25.000 EACH| 14.52000 363.00| 10.00000 250.00| 24.00000 600.00 Cones (36 Inches High) | | | 2100 740F002 8.000 EACH| 207.10000 1656.80| 160.00000 1280.00| 250.00000 2000.00 Barricades, Type III | | | 2110 740I005 6.000 EACH| 212.55000 1275.30| 480.00000 2880.00| 220.00000 1320.00 Warning Lights, Type B (Detachable Head | | | 2120 740L005 110.000 EACH| 103.55000 11390.50| 82.00000 9020.00| 90.00000 9900.00 Vertical Panel, Type I (Double-Sided) | | | 2130 740M001 25.000 EACH| 8.34000 208.50| 5.00000 125.00| 20.00000 500.00 Ballast For Cone | | | 2140 741C010 4.000 EACH| 3270.00000 13080.00| 4036.60000 16146.40| 5300.00000 21200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2150 999 000 2500.000 HOUR| 0.80000 2000.00| 0.80000 2000.00| 0.80000 2000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,598,715.47| $ 5,599,554.80| $ 5,776,896.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,598,715.47| $ 5,599,554.80| $ 5,776,896.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20031107051 COUNTIES : HOUSTON LETTING DATE : 11/07/03 10:00 AM DIVISION : 07 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-9435(600) for constructing the Bridge Replacement (Precast) and Approaches on John D.Odom Road over Choctawhatcheee River in Dothan. Length - 0.150 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 617,513.25 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 772,098.00 125.0334% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20031107051 COUNTIES : HOUSTON LETTING DATE : 11/07/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 02032 |( ) |F & W CONSTRUCTION CO., INC |BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 acre) | | | 0020 206A000 LUMP| 68500.00000 68500.00| 25000.00000 25000.00| Removal Of Old Bridge, Station 2+49.55 | | | 0030 210A000 1300.000 CUYD| 4.50000 5850.00| 6.00000 7800.00| Unclassified Excavation | | | 0040 210D011 2000.000 CUYD| 9.50000 19000.00| 7.00000 14000.00| Borrow Excavation (A-4 or Better) | | | 0050 230A000 6.000 RBST| 275.00000 1650.00| 250.00000 1500.00| Roadbed Processing | | | 0060 301A222 2069.000 SQYD| 3.50000 7241.50| 4.50000 9310.50| Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0070 401A000 1997.000 SQYD| 0.50000 998.50| 1.00000 1997.00| Bituminous Treatment A | | | 0080 405A000 15.000 GAL | 10.00000 150.00| 7.00000 105.00| Tack Coat | | | 0090 424A361 159.000 TON | 49.75000 7910.25| 49.00000 7791.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424B652 318.000 TON | 48.50000 15423.00| 48.00000 15264.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0110 502A000 650.000 LB | 0.30000 195.00| 1.00000 650.00| Steel Reinforcement | | | 0120 505M002 3600.000 LF | 9.00000 32400.00| 26.00000 93600.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0130 507A000 2.000 EACH| 3000.00000 6000.00| 3100.00000 6200.00| Wire Rope Abutment Anchor Assembly | | | 0140 510A000 46.000 CUYD| 350.00000 16100.00| 515.00000 23690.00| Bridge Substructure Concrete, Class A | | | 0145 511A000 91.000 EACH| 85.00000 7735.00| 75.00000 6825.00| Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20031107051 COUNTIES : HOUSTON LETTING DATE : 11/07/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 02032 |( ) |F & W CONSTRUCTION CO., INC |BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512A022 2.000 EACH| 3000.00000 6000.00| 5200.00000 10400.00| Precast Concrete Abutment Caps,2'-0" | | | Wide By 1'-8 5/16" Deep By 39'-0" | | | Long(Modified) | | | 0160 512B022 5.000 EACH| 3000.00000 15000.00| 5150.00000 25750.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'-8 5/16" Deep By 39'-0" | | | Long (Modified) | | | 0170 512C003 24.000 EACH| 2800.00000 67200.00| 3100.00000 74400.00| Precast Concrete Type 1 Span Section, | | | 3'-3" Wide By 1'-9" Deep By 34'-0" Long | | | 0180 512C004 24.000 EACH| 2800.00000 67200.00| 3200.00000 76800.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 12.000 EACH| 2800.00000 33600.00| 3400.00000 40800.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512D002 4.000 EACH| 3000.00000 12000.00| 3700.00000 14800.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 8.000 EACH| 3000.00000 24000.00| 3700.00000 29600.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512E002 16.000 EACH| 500.00000 8000.00| 550.00000 8800.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0230 512E015 8.000 EACH| 500.00000 4000.00| 625.00000 5000.00| Precast Concrete Abutment Panels, Type | | | AA3 (Modified) | | | 0240 512F002 8.000 EACH| 500.00000 4000.00| 900.00000 7200.00| Precast Concrete Wing Panels, Type W3 | | | 0250 512G000 4.000 EACH| 500.00000 2000.00| 700.00000 2800.00| Precast Concrete Abutment Wing Cap Pane | | | 0260 600A000 LUMP| 60000.00000 60000.00| 85000.00000 85000.00| Mobilization | | | 0270 602C000 8.000 EACH| 115.00000 920.00| 90.00000 720.00| Permanent Easement Marker | | | 0280 610A004 700.000 SQYD| 20.00000 14000.00| 32.00000 22400.00| Loose Riprap, Class 2, 24" Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20031107051 COUNTIES : HOUSTON LETTING DATE : 11/07/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 02032 |( ) |F & W CONSTRUCTION CO., INC |BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 610D003 700.000 SQYD| 2.00000 1400.00| 2.00000 1400.00| Filter Blanket, Geotextile | | | 0300 630A001 350.000 LF | 12.00000 4200.00| 11.50000 4025.00| Steel Beam Guardrail, Class A, Type 2 | | | 0310 630C003 4.000 EACH| 1200.00000 4800.00| 925.00000 3700.00| Guardrail End Anchor, Type 13 | | | 0320 630C070 4.000 EACH| 1600.00000 6400.00| 1175.00000 4700.00| Guardrail End Anchor, Type 10 Series | | | 0330 641A041 721.000 LF | 59.00000 42539.00| 130.00000 93730.00| 14 Inch D.I. Water Main Laid | | | 0340 650A000 500.000 CUYD| 13.50000 6750.00| 10.00000 5000.00| Topsoil | | | 0350 658A003 1.000 ACRE| 2000.00000 2000.00| 1500.00000 1500.00| Hydro-Seeding & Mulching (Mix 3E) | | | 0360 665F000 415.000 EACH| 3.50000 1452.50| 5.50000 2282.50| Hay Bales | | | 0370 665J000 1565.000 LF | 3.50000 5477.50| 4.00000 6260.00| Silt Fence, Type A | | | 0380 665L000 350.000 LF | 10.00000 3500.00| 12.00000 4200.00| Floating Basin Boom | | | 0390 680A000 LUMP| 10000.00000 10000.00| 2500.00000 2500.00| Engineering Controls | | | 0400 701A031 1.000 MILE| 1.00000 1.00| 2000.00000 2000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0410 701A035 1.000 MILE| 1.00000 1.00| 2500.00000 2500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0420 701G124 410.000 LF | 3.60000 1476.00| 5.00000 2050.00| Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0430 701G132 410.000 LF | 3.90000 1599.00| 5.00000 2050.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0440 703A002 850.000 SQFT| 2.00000 1700.00| 5.00000 4250.00| Traffic Control Markings, Class 2, Type | | | A | | | 0450 705A032 65.000 EACH| 5.00000 325.00| 8.00000 520.00| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 051 -5 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20031107051 COUNTIES : HOUSTON LETTING DATE : 11/07/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 02032 |( ) |F & W CONSTRUCTION CO., INC |BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 705A037 13.000 EACH| 5.00000 65.00| 8.00000 104.00| Pavement Markers, Class A-H, Type 2-D | | | 0470 705A038 33.000 EACH| 8.00000 264.00| 8.00000 264.00| Pavement Markers, Class A-H, Type 2-E | | | 0480 740B000 416.000 SQFT| 15.00000 6240.00| 7.50000 3120.00| Construction Signs | | | 0490 740C000 90.000 SQFT| 15.00000 1350.00| 11.00000 990.00| Special Construction Signs | | | 0500 740F002 10.000 EACH| 350.00000 3500.00| 225.00000 2250.00| Barricades, Type III | | | 0510 740I005 6.000 EACH| 400.00000 2400.00| 250.00000 1500.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 617,513.25| $ 772,098.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 617,513.25| $ 772,098.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20031107060 COUNTIES : BIBB LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-004-006-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#6 (U.S.#82) from MP 77.205 in Eoline to S.R.#5 in Brent. Length 4.365 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,810,794.77 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,882,967.65 103.9857% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,899,525.91 104.9001% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20031107060 COUNTIES : BIBB LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. |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 206D001 613.000 LF | 1.30000 796.90| 1.25000 766.25| 1.45000 888.85 Removing Guardrail | | | 0020 209A000 7.000 EACH| 245.00000 1715.00| 200.00000 1400.00| 171.27000 1198.89 Mailbox Reset, Single | | | 0030 210D021 4268.000 CUYD| 2.75000 11737.00| 7.60000 32436.80| 10.77000 45966.36 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 212A000 889.000 STA | 44.50000 39560.50| 5.00000 4445.00| 15.69000 13948.41 Machine Grading Shoulders | | | 0050 305B060 500.000 TON | 34.20000 17100.00| 20.00000 10000.00| 21.52000 10760.00 Crushed Aggregate, Section 825, 1" Down | | | for miscellaneous use | | | 0060 401B106 35570.000 SQYD| 1.54000 54777.80| 1.60000 56912.00| 1.70000 60469.00 Bituminous Treatment JG (With Polymer | | | Additive) | | | 0070 405A000 14027.000 GAL | 1.10000 15429.70| 1.25000 17533.75| 1.05000 14728.35 Tack Coat | | | 0080 408A051 62898.000 SQYD| 0.87000 54721.26| 0.80000 50318.40| 0.72000 45286.56 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0090 408A052 67942.000 SQYD| 1.43000 97157.06| 1.10000 74736.20| 1.17000 79492.14 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0100 410C000 1.000 EACH| 2500.00000 2500.00| 5000.00000 5000.00| 2708.99000 2708.99 Contractor Retained Profilograph | | | 0110 424A280 7474.000 TON | 43.72000 326763.28| 40.30000 301202.20| 43.21000 322951.54 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0120 424A283 250.000 TON | 61.50000 15375.00| 70.00000 17500.00| 62.74000 15685.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0130 424A286 250.000 TON | 38.00000 9500.00| 47.00000 11750.00| 54.36000 13590.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 060 -3 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20031107060 COUNTIES : BIBB LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424A289 1175.000 TON | 47.50000 55812.50| 66.00000 77550.00| 73.14000 85939.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0150 424A360 2224.000 TON | 38.05000 84623.20| 41.37000 92006.88| 38.89000 86491.36 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0160 424A363 250.000 TON | 61.80000 15450.00| 70.00000 17500.00| 54.70000 13675.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424A366 250.000 TON | 38.00000 9500.00| 45.00000 11250.00| 53.19000 13297.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424A369 250.000 TON | 44.80000 11200.00| 66.00000 16500.00| 57.22000 14305.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B281 7474.000 TON | 35.91000 268391.34| 39.08000 292083.92| 35.78000 267419.72 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0200 424B282 9806.000 TON | 35.20000 345171.20| 38.75000 379982.50| 35.73000 350368.38 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424B285 250.000 TON | 59.50000 14875.00| 70.00000 17500.00| 57.07000 14267.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424B286 250.000 TON | 60.00000 15000.00| 70.00000 17500.00| 57.07000 14267.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424B289 250.000 TON | 35.40000 8850.00| 45.00000 11250.00| 48.07000 12017.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 060 -4 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20031107060 COUNTIES : BIBB LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 424B290 250.000 TON | 35.00000 8750.00| 45.00000 11250.00| 48.10000 12025.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 424B292 250.000 TON | 55.80000 13950.00| 66.00000 16500.00| 48.24000 12060.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 424B293 250.000 TON | 55.30000 13825.00| 66.00000 16500.00| 48.27000 12067.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 428C000 43290.000 LF | 0.03000 1298.70| 0.14000 6060.60| 0.17000 7359.30 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0280 600A000 LUMP| 47750.00000 47750.00| 53900.00000 53900.00| 78000.00000 78000.00 Mobilization | | | 0290 630A001 1788.000 LF | 11.60000 20740.80| 11.05000 19757.40| 12.78000 22850.64 Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C001 5.000 EACH| 630.00000 3150.00| 600.00000 3000.00| 694.01000 3470.05 Guardrail End Anchor, Type 8 | | | 0310 630C070 17.000 EACH| 1270.00000 21590.00| 1210.00000 20570.00| 1399.59000 23793.03 Guardrail End Anchor, Type 10 Series | | | 0320 651B000 18.000 TON | 80.00000 1440.00| 75.00000 1350.00| 86.75000 1561.50 Agricultural Limestone | | | 0330 651C000 7.000 TON | 365.00000 2555.00| 350.00000 2450.00| 404.84000 2833.88 8-8-8 Commercial Fertilizer | | | 0340 652A054 5.000 ACRE| 525.00000 2625.00| 500.00000 2500.00| 578.34000 2891.70 Seeding (Mix 2A) | | | 0350 652A056 4.000 ACRE| 525.00000 2100.00| 500.00000 2000.00| 578.34000 2313.36 Seeding (Mix 2E) | | | 0360 656A000 9.000 ACRE| 475.00000 4275.00| 450.00000 4050.00| 520.51000 4684.59 Mulching, Class A, Type 1 | | | 0370 665F000 1685.000 EACH| 6.30000 10615.50| 6.00000 10110.00| 6.94000 11693.90 Hay Bales | | | 0380 665J000 8417.000 LF | 4.20000 35351.40| 4.00000 33668.00| 4.63000 38970.71 Silt Fence, Type A | | | 0390 701A028 9.000 MILE| 945.00000 8505.00| 1440.00000 12960.00| 1041.02000 9369.18 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 060 -5 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20031107060 COUNTIES : BIBB LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 701A041 9.000 MILE| 682.50000 6142.50| 950.00000 8550.00| 751.84000 6766.56 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0410 701A048 9.000 MILE| 1155.00000 10395.00| 1650.00000 14850.00| 1272.35000 11451.15 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0420 701A061 1.000 MILE| 7875.00000 7875.00| 5890.00000 5890.00| 8675.14000 8675.14 Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0430 701A065 1.000 MILE| 17850.00000 17850.00| 15750.00000 15750.00| 19663.64000 19663.64 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0440 701A073 1.000 MILE| 17850.00000 17850.00| 16320.00000 16320.00| 19663.64000 19663.64 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0450 701B009 7931.000 LF | 0.63000 4996.53| 0.85000 6741.35| 0.69000 5472.39 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0460 701B016 175.000 LF | 3.15000 551.25| 5.79000 1013.25| 3.47000 607.25 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0470 701C000 17.000 MILE| 336.00000 5712.00| 390.00000 6630.00| 370.14000 6292.38 Broken Temporary Traffic Stripe | | | 0480 701C001 17.000 MILE| 346.50000 5890.50| 460.00000 7820.00| 381.71000 6489.07 Solid Temporary Traffic Stripe | | | 0490 701D008 1.000 MILE| 1470.00000 1470.00| 1750.00000 1750.00| 1619.36000 1619.36 Solid Traffic Stripe Removed (Plastic) | | | 0500 701D015 1.000 MILE| 787.50000 787.50| 1500.00000 1500.00| 867.51000 867.51 Broken Traffic Stripe Removed (Plastic) | | | 0510 701H011 175.000 LF | 0.53000 92.75| 1.00000 175.00| 0.58000 101.50 Dotted Traffic Stripe Removed (Plastic) | | | 0520 703A002 1748.000 SQFT| 1.85000 3233.80| 2.25000 3933.00| 2.02000 3530.96 Traffic Control Markings, Class 2, Type | | | A | | | 0530 703B002 1121.000 SQFT| 1.85000 2073.85| 3.50000 3923.50| 2.02000 2264.42 Traffic Control Legends, Class 2, Type | | | 0540 703D001 288.000 SQFT| 1.05000 302.40| 1.30000 374.40| 1.16000 334.08 Temporary Traffic Control Markings | | | 0550 705A030 56.000 EACH| 4.75000 266.00| 5.25000 294.00| 5.21000 291.76 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 060 -6 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20031107060 COUNTIES : BIBB LETTING DATE : 11/07/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 705A031 636.000 EACH| 4.75000 3021.00| 5.25000 3339.00| 5.21000 3313.56 Pavement Markers, Class A-H, Type 1-A | | | 0570 705A032 27.000 EACH| 4.75000 128.25| 5.25000 141.75| 5.21000 140.67 Pavement Markers, Class A-H, Type 1-B | | | 0580 731A015 1.000 EACH| 3150.00000 3150.00| 10000.00000 10000.00| 4306.81000 4306.81 Traffic Counting Unit, Type p | | | 0590 740B000 1785.000 SQFT| 7.80000 13923.00| 8.50000 15172.50| 8.61000 15368.85 Construction Signs | | | 0600 740C000 73.000 SQFT| 8.10000 591.30| 10.00000 730.00| 9.84000 718.32 Special Construction Signs | | | 0610 740D000 458.000 EACH| 58.00000 26564.00| 40.00000 18320.00| 67.68000 30997.44 Channelizing Drums | | | 0620 741C010 2.000 EACH| 1700.00000 3400.00| 3000.00000 6000.00| 2461.03000 4922.06 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,810,794.77| $ 1,882,967.65| $ 1,899,525.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,810,794.77| $ 1,882,967.65| $ 1,899,525.91 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 061 -1 VENDOR RANKING CALL ORDER : 061 CONTRACT ID : 20031107061 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-409-491-016-309 for constructing the Drainage Improvements on S.R.#16 (U.S.#90) between Andrew Road and Old Pascagoula Road south of Tillmans Corner. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 149,623.95 100.0000% 2 20021 C. THORNTON, INC. $ 159,067.40 106.3115% 3 23029 J. S. WALTON & COMPANY, INC. $ 163,393.14 109.2025% 4 19058 S. J. & L., INC. $ 178,873.00 119.5484% 5 07050 GULF EQUIPMENT CORPORATION $ 198,331.00 132.5530% 6 23011 HOSEA O. WEAVER & SONS, INC. $ 210,000.00 140.3519% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 061 -2 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20031107061 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 20021 |( 3 ) 23029 |JOHN G. WALTON CONSTRUCTION |C. THORNTON, INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C002 19.000 SQYD| 15.60000 296.40| 10.00000 190.00| 12.52000 237.88 Removing Concrete Slope Paving | | | 0020 206D000 16.000 LF | 6.03000 96.48| 10.00000 160.00| 16.24000 259.84 Removing Pipe | | | 0030 206E000 4.000 EACH| 81.50000 326.00| 75.00000 300.00| 59.46000 237.84 Removing Headwalls | | | 0040 210D022 250.000 CUYD| 16.00000 4000.00| 8.00000 2000.00| 5.70000 1425.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0050 214A000 1239.000 CUYD| 5.13000 6356.07| 6.00000 7434.00| 6.05000 7495.95 Structure Excavation | | | 0060 214B001 490.000 CUYD| 31.80000 15582.00| 33.00000 16170.00| 50.18000 24588.20 Foundation Backfill, Commercial | | | 0070 502A000 1159.000 LB | 2.34000 2712.06| 0.60000 695.40| 1.61000 1865.99 Steel Reinforcement | | | 0080 524B011 10.000 CUYD| 724.13000 7241.30| 1200.00000 12000.00| 627.35000 6273.50 Culvert Concrete Extension (Cast In | | | Place) | | | 0090 533A099 13.000 LF | 45.52000 591.76| 37.00000 481.00| 37.10000 482.30 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0100 533A350 68.000 LF | 55.09000 3746.12| 43.00000 2924.00| 25.90000 1761.20 30" Storm Sewer Pipe (Class 3 R.C.) | | | (Extension) | | | 0110 533B104 690.000 LF | 83.96000 57932.40| 90.00000 62100.00| 78.52000 54178.80 65" Span, 40" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0120 600A000 LUMP| 6462.46000 6462.46| 15000.00000 15000.00| 32431.37000 32431.37 Mobilization | | | 0130 620A000 1.000 CUYD| 180.44000 180.44| 600.00000 600.00| 1698.84000 1698.84 Minor Structure Concrete | | | 0140 621A000 5.000 EACH| 2399.02000 11995.10| 2000.00000 10000.00| 2235.96000 11179.80 Junction Boxes, Type 1, 1P Or 5 | | | 0150 621C020 5.000 EACH| 1867.97000 9339.85| 1800.00000 9000.00| 1232.46000 6162.30 Inlets, Type Y | | | 0160 650A000 245.000 CUYD| 12.67000 3104.15| 12.00000 2940.00| 16.94000 4150.30 Topsoil | | | 0170 652A061 1.000 ACRE| 500.00000 500.00| 1000.00000 1000.00| 909.45000 909.45 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 061 -3 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20031107061 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 20021 |( 3 ) 23029 |JOHN G. WALTON CONSTRUCTION |C. THORNTON, INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 654A001 75.000 SQYD| 5.27000 395.25| 5.00000 375.00| 2.20000 165.00 Solid Sodding (Bermuda) | | | 0190 656A000 1.000 ACRE| 500.00000 500.00| 1000.00000 1000.00| 651.50000 651.50 Mulching, Class A, Type 1 | | | 0200 665A000 1.000 ACRE| 100.00000 100.00| 300.00000 300.00| 564.72000 564.72 Temporary Seeding | | | 0210 665B000 1.000 ACRE| 100.00000 100.00| 300.00000 300.00| 346.37000 346.37 Temporary Mulching | | | 0220 665F000 120.000 EACH| 8.91000 1069.20| 5.00000 600.00| 4.08000 489.60 Hay Bales | | | 0230 665J000 240.000 LF | 12.53000 3007.20| 4.00000 960.00| 4.70000 1128.00 Silt Fence, Type A | | | 0240 665L000 25.000 LF | 16.07000 401.75| 10.00000 250.00| 7.70000 192.50 Floating Basin Boom | | | 0250 680A000 LUMP| 1617.48000 1617.48| 2000.00000 2000.00| 1380.86000 1380.86 Engineering Controls | | | 0260 740B000 524.000 SQFT| 15.09000 7907.16| 12.00000 6288.00| 3.02000 1582.48 Construction Signs | | | 0270 740D000 50.000 EACH| 55.85000 2792.50| 40.00000 2000.00| 5.50000 275.00 Channelizing Drums | | | 0280 741C010 1.000 EACH| 1270.82000 1270.82| 2000.00000 2000.00| 1278.55000 1278.55 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 149,623.95| $ 159,067.40| $ 163,393.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 149,623.95| $ 159,067.40| $ 163,393.14 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 061 -4 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20031107061 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( 5 ) 07050 |( 6 ) 23011 |S. J. & L., INC. |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C002 19.000 SQYD| 16.50000 313.50| 21.20000 402.80| 41.61000 790.59 Removing Concrete Slope Paving | | | 0020 206D000 16.000 LF | 19.50000 312.00| 42.40000 678.40| 33.24000 531.84 Removing Pipe | | | 0030 206E000 4.000 EACH| 155.00000 620.00| 423.60000 1694.40| 132.97000 531.88 Removing Headwalls | | | 0040 210D022 250.000 CUYD| 10.00000 2500.00| 16.00000 4000.00| 7.67000 1917.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0050 214A000 1239.000 CUYD| 5.00000 6195.00| 7.60000 9416.40| 8.24000 10209.36 Structure Excavation | | | 0060 214B001 490.000 CUYD| 48.15000 23593.50| 30.00000 14700.00| 44.22000 21667.80 Foundation Backfill, Commercial | | | 0070 502A000 1159.000 LB | 0.65000 753.35| 0.80000 927.20| 0.71000 822.89 Steel Reinforcement | | | 0080 524B011 10.000 CUYD| 1285.50000 12855.00| 1500.00000 15000.00| 1428.00000 14280.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0090 533A099 13.000 LF | 40.00000 520.00| 55.60000 722.80| 58.18000 756.34 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0100 533A350 68.000 LF | 40.00000 2720.00| 60.40000 4107.20| 75.88000 5159.84 30" Storm Sewer Pipe (Class 3 R.C.) | | | (Extension) | | | 0110 533B104 690.000 LF | 89.70000 61893.00| 106.00000 73140.00| 106.85000 73726.50 65" Span, 40" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0120 600A000 LUMP| 25000.00000 25000.00| 15296.00000 15296.00| 32295.56000 32295.56 Mobilization | | | 0130 620A000 1.000 CUYD| 640.00000 640.00| 1200.00000 1200.00| 714.00000 714.00 Minor Structure Concrete | | | 0140 621A000 5.000 EACH| 2140.00000 10700.00| 3000.00000 15000.00| 2380.00000 11900.00 Junction Boxes, Type 1, 1P Or 5 | | | 0150 621C020 5.000 EACH| 1930.00000 9650.00| 2470.60000 12353.00| 2142.00000 10710.00 Inlets, Type Y | | | 0160 650A000 245.000 CUYD| 14.30000 3503.50| 16.00000 3920.00| 12.42000 3042.90 Topsoil | | | 0170 652A061 1.000 ACRE| 800.00000 800.00| 1588.40000 1588.40| 833.00000 833.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 061 -5 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20031107061 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( 5 ) 07050 |( 6 ) 23011 |S. J. & L., INC. |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 654A001 75.000 SQYD| 4.40000 330.00| 4.40000 330.00| 4.76000 357.00 Solid Sodding (Bermuda) | | | 0190 656A000 1.000 ACRE| 790.00000 790.00| 1059.00000 1059.00| 833.00000 833.00 Mulching, Class A, Type 1 | | | 0200 665A000 1.000 ACRE| 570.00000 570.00| 741.20000 741.20| 714.00000 714.00 Temporary Seeding | | | 0210 665B000 1.000 ACRE| 395.00000 395.00| 741.20000 741.20| 714.00000 714.00 Temporary Mulching | | | 0220 665F000 120.000 EACH| 6.85000 822.00| 6.35000 762.00| 6.60000 792.00 Hay Bales | | | 0230 665J000 240.000 LF | 3.85000 924.00| 4.40000 1056.00| 3.59000 861.60 Silt Fence, Type A | | | 0240 665L000 25.000 LF | 14.25000 356.25| 53.00000 1325.00| 25.59000 639.75 Floating Basin Boom | | | 0250 680A000 LUMP| 875.00000 875.00| 3766.00000 3766.00| 3111.10000 3111.10 Engineering Controls | | | 0260 740B000 524.000 SQFT| 10.60000 5554.40| 16.00000 8384.00| 12.79000 6701.96 Construction Signs | | | 0270 740D000 50.000 EACH| 56.25000 2812.50| 85.00000 4250.00| 83.15000 4157.50 Channelizing Drums | | | 0280 741C010 1.000 EACH| 2875.00000 2875.00| 1770.00000 1770.00| 1228.09000 1228.09 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 178,873.00| $ 198,331.00| $ 210,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 178,873.00| $ 198,331.00| $ 210,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 062 -1 VENDOR RANKING CALL ORDER : 062 CONTRACT ID : 20031107062 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-909-491-193-301 for constructing the Traffic Stripe and Pavement Markers on S.R.#193 at the Dauphin Island Bridge south of Heron Bay. Length 3.373 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 15007 OZARK STRIPING COMPANY, INC. $ 245,271.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/07/03 PAGE : 062 -2 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20031107062 COUNTIES : MOBILE LETTING DATE : 11/07/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 15007 |( ) |( ) |OZARK STRIPING CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 21875.00000 21875.00| | Mobilization | | | 0020 701A065 7.000 MILE| 16500.00000 115500.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0030 701A069 3.000 MILE| 6400.00000 19200.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0040 701A073 3.000 MILE| 17400.00000 52200.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0050 701D008 10.000 MILE| 2000.00000 20000.00| | Solid Traffic Stripe Removed (Plastic) | | | 0060 701D015 3.000 MILE| 2000.00000 6000.00| | Broken Traffic Stripe Removed (Plastic) | | | 0070 705A031 450.000 EACH| 7.00000 3150.00| | Pavement Markers, Class A-H, Type 1-A | | | 0080 705A032 74.000 EACH| 7.00000 518.00| | Pavement Markers, Class A-H, Type 1-B | | | 0090 705A037 274.000 EACH| 7.00000 1918.00| | Pavement Markers, Class A-H, Type 2-D | | | 0100 740B000 230.000 SQFT| 17.00000 3910.00| | Construction Signs | | | 0110 740D000 100.000 EACH| 2.00000 200.00| | Channelizing Drums | | | 0120 740E000 200.000 EACH| 2.00000 400.00| | Cones (36 Inches High) | | | 0130 740M001 200.000 EACH| 2.00000 400.00| | Ballast For Cone | | | SECTION TOTALS | $ 245,271.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 245,271.00| $ 0.00| $ ====================================================================================================================================