ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20030926001 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 CONTRACT TIME : 07/01/04 COMPLETION DATE CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : IM-I059(320) for constructing the Concrete Pavement Rehabilitation on I-59 from MP 121.000 at 25th Street to MP 124.123 at Center Street in Birmingham. Length 3.123 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30018 GROUT INCORPORATED& R. E. GRILLS CONSTRUCTION. CO., INC $ 4,910,948.75 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 5,102,343.32 103.8973% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030926001 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30018 |( 2 ) 01087 |( ) |GROUT, INC. & R.E.GRILLS CO |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 1159.000 LF | 1.00000 1159.00| 1.15000 1332.85| Removing Guardrail | | | 0020 206E008 20.000 EACH| 50.00000 1000.00| 57.50000 1150.00| Removing Guardrail End Anchor (All Type | | | 0030 210A000 164.000 CUYD| 22.00000 3608.00| 30.30000 4969.20| Unclassified Excavation | | | 0040 210D001 2530.000 CUYD| 16.00000 40480.00| 22.35000 56545.50| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 219D000 1950.000 LF | 30.00000 58500.00| 115.00000 224250.00| Horizontal Drain 1 1/2 Inch Diameter | | | 0060 224A000 100.000 CUYD| 14.00000 1400.00| 25.00000 2500.00| Lime Sink Excavation | | | 0070 224C002 125.000 TON | 28.00000 3500.00| 20.00000 2500.00| Special Backfill For Lime Sink, ALDOT | | | #57,#67 Or #467 | | | 0080 224D000 25.000 CUYD| 200.00000 5000.00| 500.00000 12500.00| Concrete Seal For Lime Sink | | | 0090 404E002 9761.000 TON | 57.00000 556377.00| 55.60000 542711.60| Paver-Laid Surface Treatment, Plant Mix | | | Production, Type C Gradation | | | 0100 404F000 195206.000 SQYD| 2.60000 507535.60| 2.37000 462638.22| Paver-Laid Surface Treatment, Placement | | | 0110 424B286 100.000 TON | 225.00000 22500.00| 220.00000 22000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 453C000 3151.000 SQYD| 90.00000 283590.00| 75.00000 236325.00| Removal Of Concrete Pavement Slab | | | 0130 453D000 875.000 CUYD| 700.00000 612500.00| 438.00000 383250.00| Concrete Pavement Replacement Slab | | | 0140 454A000 174062.000 LF | 1.15000 200171.30| 1.16000 201911.92| Cleaning And Sealing Concrete Pavement, | | | Type I, Joints | | | 0150 454A001 8403.000 LF | 1.95000 16385.85| 1.96000 16469.88| Cleaning And Sealing Concrete Pavement, | | | Type I, Cracks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030926001 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30018 |( 2 ) 01087 |( ) |GROUT, INC. & R.E.GRILLS CO |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 454A004 32876.000 LF | 1.15000 37807.40| 1.16000 38136.16| Cleaning And Sealing Concrete Pavement, | | | Type I, Joints (Longitudinal Edge | | | Joints) | | | 0170 455A000 189990.000 SQYD| 4.55000 864454.50| 4.75000 902452.50| Grinding Concrete Pavement | | | 0180 457A000 68955.000 LB | 8.00000 551640.00| 8.57000 590944.35| Undersealing Concrete Pavement | | | 0190 600A000 LUMP| 585000.00000 585000.00| 808500.00000 808500.00| Mobilization | | | 0200 605A001 14299.000 LF | 12.00000 171588.00| 10.00000 142990.00| Pavement Edge Drain | | | 0210 605B000 31.000 EACH| 545.00000 16895.00| 800.00000 24800.00| Special Underdrain Outlet, Type A | | | 0220 606A000 1500.000 LF | 16.00000 24000.00| 10.00000 15000.00| 6" Underdrain Pipe | | | 0230 619A052 1.000 EACH| 1300.00000 1300.00| 1725.00000 1725.00| 18" Roadway Pipe End Treatment, Class 2 | | | 0240 630A001 1944.000 LF | 11.00000 21384.00| 12.65000 24591.60| Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C001 10.000 EACH| 600.00000 6000.00| 690.00000 6900.00| Guardrail End Anchor, Type 8 | | | 0260 630C050 9.000 EACH| 1500.00000 13500.00| 1725.00000 15525.00| Guardrail End Anchor, Type 20 Series | | | 0270 630C070 4.000 EACH| 1400.00000 5600.00| 1610.00000 6440.00| Guardrail End Anchor, Type 10 Series | | | 0280 650A000 479.000 CUYD| 15.00000 7185.00| 30.00000 14370.00| Topsoil | | | 0290 652A053 1.000 ACRE| 660.00000 660.00| 690.00000 690.00| Seeding (Mix 1E) | | | 0300 656A001 1.000 ACRE| 660.00000 660.00| 690.00000 690.00| Mulching, Class A, Type 2 | | | 0310 665F000 200.000 EACH| 9.00000 1800.00| 6.90000 1380.00| Hay Bales | | | 0320 665J000 500.000 LF | 6.00000 3000.00| 4.60000 2300.00| Silt Fence, Type A | | | 0330 680A000 LUMP| 18000.00000 18000.00| 21300.00000 21300.00| Engineering Controls | | | 0340 701A028 8.000 MILE| 1550.00000 12400.00| 1782.50000 14260.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030926001 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30018 |( 2 ) 01087 |( ) |GROUT, INC. & R.E.GRILLS CO |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 701A032 8.000 MILE| 1550.00000 12400.00| 1782.50000 14260.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0360 701A041 18.000 MILE| 975.00000 17550.00| 1121.25000 20182.50| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0370 701B009 5333.000 LF | 0.80000 4266.40| 0.90000 4799.70| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0380 701C000 35.000 MILE| 450.00000 15750.00| 517.50000 18112.50| Broken Temporary Traffic Stripe | | | 0390 701C001 31.000 MILE| 550.00000 17050.00| 632.50000 19607.50| Solid Temporary Traffic Stripe | | | 0400 703A002 5176.000 SQFT| 2.50000 12940.00| 2.88000 14906.88| Traffic Control Markings, Class 2, Type | | | A | | | 0410 703B002 269.000 SQFT| 3.50000 941.50| 4.02000 1081.38| Traffic Control Legends, Class 2, Type | | | 0420 705A030 1641.000 EACH| 5.50000 9025.50| 6.33000 10387.53| Pavement Markers, Class A-H, Type 2-C | | | 0430 705A031 2504.000 EACH| 5.50000 13772.00| 6.33000 15850.32| Pavement Markers, Class A-H, Type 1-A | | | 0440 705A032 461.000 EACH| 5.50000 2535.50| 6.33000 2918.13| Pavement Markers, Class A-H, Type 1-B | | | 0450 728A000 2.000 EACH| 7000.00000 14000.00| 20000.00000 40000.00| Truck Mounted Impact Attenuator Unit | | | 0460 731A002 2.000 EACH| 2600.00000 5200.00| 2600.00000 5200.00| Traffic Counting Units, Type C | | | 0470 740B000 1557.000 SQFT| 8.50000 13234.50| 8.55000 13312.35| Construction Signs | | | 0480 740C000 461.000 SQFT| 9.70000 4471.70| 9.75000 4494.75| Special Construction Signs | | | 0490 740D000 528.000 EACH| 67.00000 35376.00| 67.00000 35376.00| Channelizing Drums | | | 0500 740F002 15.000 EACH| 182.00000 2730.00| 230.00000 3450.00| Barricades, Type III | | | 0510 740I005 15.000 EACH| 315.00000 4725.00| 317.00000 4755.00| Warning Lights, Type B (Detachable Head | | | 0520 741C010 4.000 EACH| 4800.00000 19200.00| 4900.00000 19600.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030926001 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30018 |( 2 ) 01087 |( ) |GROUT, INC. & R.E.GRILLS CO |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 742A001 4.000 EACH| 12000.00000 48000.00| 12200.00000 48800.00| Portable Changeable Message Sign, Type | | | 0540 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,910,948.75| $ 5,102,343.32| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,910,948.75| $ 5,102,343.32| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20030926003 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 CONTRACT TIME : 330 Calendar Days CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : APD-471(505) for constructing the Base, Pavement, Partial Grade and Drain on Corridor "X" from west of C.R.#112 near Graysville to east of C.R.#65 (Hillcrest Road). Length 3.556 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 9,692,097.24 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 9,827,463.55 101.3967% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030926003 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 48687.000 CUYD| 7.00000 340809.00| 10.13000 493199.31| Borrow Excavation | | | 0020 231C000 519.000 RBST| 400.76000 207994.44| 352.54000 182968.26| Stabilizing Roadbed With In-Place | | | Material | | | 0030 301A012 335272.000 SQYD| 3.95000 1324324.40| 4.18000 1401436.96| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0040 327E000 66896.000 TON | 25.69000 1718558.24| 28.44000 1902522.24| Permeable Asphalt Treated Base | | | 0050 401A004 297095.000 SQYD| 0.52000 154489.40| 0.49000 145576.55| Bituminous Treatment E | | | 0060 401A043 332313.000 SQYD| 0.87000 289112.31| 0.86000 285789.18| Bituminous Treatment AE | | | 0070 405A000 9499.000 GAL | 0.77000 7314.23| 1.19000 11303.81| Tack Coat | | | 0080 410C000 1.000 EACH| 10090.63000 10090.63| 27292.14000 27292.14| Contractor Retained Profilograph | | | 0090 410H000 1.000 EACH| 126648.83000 126648.83| 116679.54000 116679.54| Material Remixing Device | | | 0100 424B582 131094.000 TON | 26.11000 3422864.34| 26.27000 3443839.38| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0110 424B590 113.000 TON | 48.57000 5488.41| 89.70000 10136.10| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL E | | | 0120 450B000 696.000 SQYD| 71.74000 49931.04| 57.75000 40194.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0130 600A000 LUMP| 597250.00000 597250.00| 126757.71000 126757.71| Mobilization | | | 0140 605A002 103412.000 LF | 2.93000 302997.16| 3.32000 343327.84| Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0150 605B000 80.000 EACH| 250.28000 20022.40| 470.89200 37671.36| Special Underdrain Outlet, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030926003 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 605B001 46.000 EACH| 278.08000 12791.68| 351.62100 16174.57| Special Underdrain Outlet, Type B | | | 0170 614A000 1614.000 CUYD| 194.66000 314181.24| 194.25000 313519.50| Slope Paving | | | 0180 621C068 37.000 EACH| 1096.74000 40579.38| 1575.00000 58275.00| Inlets, Type Y (Partial) | | | 0190 650A000 31053.000 CUYD| 7.00000 217371.00| 10.18000 316119.54| Topsoil | | | 0200 652A050 60.000 ACRE| 556.16000 33369.60| 525.00000 31500.00| Seeding (Mix 1A) | | | 0210 652C000 260.000 ACRE| 50.06000 13015.60| 47.25000 12285.00| Mowing | | | 0220 654A000 2403.000 SQYD| 4.45000 10693.35| 4.20000 10092.60| Solid Sodding | | | 0230 656A000 60.000 ACRE| 444.93000 26695.80| 420.00000 25200.00| Mulching, Class A, Type 1 | | | 0240 659A001 25554.000 SQYD| 1.90000 48552.60| 1.79000 45741.66| Erosion Control Netting, Class B | | | 0250 665A000 120.000 ACRE| 389.31000 46717.20| 367.50000 44100.00| Temporary Seeding | | | 0260 665B000 120.000 ACRE| 389.31000 46717.20| 367.50000 44100.00| Temporary Mulching | | | 0270 665J000 22862.000 LF | 2.73000 62413.26| 4.33000 98992.46| Silt Fence, Type A | | | 0280 665P000 37.000 EACH| 411.97000 15242.89| 392.72000 14530.64| Siltation Filter For Inlet Protection | | | 0290 666A001 120.000 ACRE| 33.37000 4004.40| 31.50000 3780.00| Pest Control Treatment | | | 0300 680A000 LUMP| 153016.47000 153016.47| 126000.00000 126000.00| Engineering Controls | | | 0310 726B000 1030.000 LF | 44.49000 45824.70| 74.15000 76374.50| Portable Concrete Safety Barriers, Type | | | 6 | | | 0320 740B000 500.000 SQFT| 8.24000 4120.00| 7.76000 3880.00| Construction Signs | | | 0330 740D000 65.000 EACH| 64.74000 4208.10| 60.64000 3941.60| Channelizing Drums | | | 0340 740F002 32.000 EACH| 176.56000 5649.92| 170.89000 5468.48| Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030926003 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 740I005 14.000 EACH| 388.43000 5438.02| 363.83000 5093.62| Warning Lights, Type B (Detachable Head | | | 0360 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,692,097.24| $ 9,827,463.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,692,097.24| $ 9,827,463.55| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20030926004 COUNTIES : WALKER LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 CONTRACT TIME : 700 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : APD-471(506) for constructing the Dual Bridges (Partial Grade & Drain) on Corridor "X" over Warrior River (Mulberry Fork) west of Dora. Length - 0.234 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 13,169,203.80 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 13,659,906.25 103.7261% 3 02081 BRASFIELD & GORRIE, L.L.C. $ 14,036,227.92 106.5837% 4 20056 TRI-STAR INFRASTRUCTURE, LLC $ 14,852,408.00 112.7814% 5 08016 HILL BROTHERS CONSTRUCTION & ENGINEERING COMPANY, INC. $ 14,877,776.50 112.9740% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030926004 COUNTIES : WALKER LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 02081 |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0005 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) | | | 0010 210A000 33383.000 CUYD| 1.00000 33383.00| 3.15000 105156.45| 3.15000 105156.45 Unclassified Excavation | | | 0020 502A000 1385660.000 LB | 0.48000 665116.80| 0.48000 665116.80| 0.34000 471124.40 Steel Reinforcement | | | 0030 502B000 LUMP| 248000.00000 248000.00| 200000.00000 200000.00| 192149.06000 192149.06 Steel Reinforcement For Bridge | | | Superstructure, STA 161+80 EBL, APPROX. | | | 515900 LBS | | | 0040 502B001 LUMP| 248000.00000 248000.00| 190000.00000 190000.00| 192175.30000 192175.30 Steel Reinforcement For Bridge | | | Superstructure STA 161+80 WBL, APPROX. | | | 515900 LBS | | | 0050 506A001 51.000 LF | 500.00000 25500.00| 420.00000 21420.00| 420.00000 21420.00 Drilled Shaft Excavation, 6'-0" Diamete | | | 0060 506A002 312.000 LF | 650.00000 202800.00| 525.00000 163800.00| 525.00000 163800.00 Drilled Shaft Excavation, 7'-0" Diamete | | | 0070 506A005 156.000 LF | 400.00000 62400.00| 315.00000 49140.00| 315.00000 49140.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0080 506A020 214.000 LF | 1000.00000 214000.00| 840.00000 179760.00| 840.00000 179760.00 Drilled Shaft Excavation, 10'-0" | | | Diameter | | | 0090 506B002 179.000 LF | 600.00000 107400.00| 525.00000 93975.00| 525.00000 93975.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0100 506B007 170.000 LF | 950.00000 161500.00| 892.50000 151725.00| 892.50000 151725.00 Special Drilled Shaft Excavation, 6'-0" | | | Diameter | | | 0110 506B009 265.000 LF | 1150.00000 304750.00| 1050.00000 278250.00| 1050.00000 278250.00 Special Drilled Shaft Excavation, 7'-0" | | | Diameter | | | 0120 506B020 178.000 LF | 1700.00000 302600.00| 1575.00000 280350.00| 1575.00000 280350.00 Special Drilled Shaft Excavation, | | | 10'-0" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030926004 COUNTIES : WALKER LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 02081 |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 506C041 335.000 LF | 60.00000 20100.00| 47.25000 15828.75| 47.25000 15828.75 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0140 506C046 221.000 LF | 130.00000 28730.00| 105.00000 23205.00| 105.00000 23205.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS1 Concrete | | | 0150 506C048 577.000 LF | 200.00000 115400.00| 131.25000 75731.25| 131.25000 75731.25 Drilled Shaft Construction, 7'-0" | | | Diameter, Class DS1 Concrete | | | 0160 506C055 446.000 LF | 550.00000 245300.00| 367.50000 163905.00| 367.50000 163905.00 Drilled Shaft Construction, 10'-0" | | | Diameter, Class DS1 Concrete | | | 0170 506F020 268.000 LF | 650.00000 174200.00| 577.50000 154770.00| 577.50000 154770.00 Permanent Drilled Shaft Casing, 10'-0" | | | Diameter | | | 0180 506G001 16.000 EACH| 100.00000 1600.00| 105.00000 1680.00| 105.00000 1680.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0190 506G006 6.000 EACH| 100.00000 600.00| 105.00000 630.00| 105.00000 630.00 Crosshole Sonic Logging, 6'-0" Diameter | | | 0200 506G008 14.000 EACH| 100.00000 1400.00| 105.00000 1470.00| 105.00000 1470.00 Crosshole Sonic Logging, 7'-0" Diameter | | | 0210 506G021 8.000 EACH| 5600.00000 44800.00| 4725.00000 37800.00| 4725.00000 37800.00 Crosshole Sonic Logging, 10'-0" Diamete | | | 0220 508A000 26620.000 LB | 2.75000 73205.00| 2.50000 66550.00| 2.65000 70543.00 Structural Steel | | | 0230 508B000 1.000 EACH| 2294500.00000 2294500.00| 2462500.00000 2462500.00| 2069170.02000 2069170.02 Structural Steel Superstructure, | | | 220-275-220 CONTINUOUS SPAN EBL, APPROX.| | | 0240 508B001 1.000 EACH| 2294500.00000 2294500.00| 2462500.00000 2462500.00| 2069170.03000 2069170.03 Structural Steel Superstructure, | | | 220-275-220, CONTINUOUS SPAN WBL, | | | 0250 510A000 4226.000 CUYD| 333.00000 1407258.00| 315.00000 1331190.00| 524.00000 2214424.00 Bridge Substructure Concrete, Class A | | | 0260 510C051 LUMP| 779000.00000 779000.00| 710000.00000 710000.00| 836465.59000 836465.59 Bridge Concrete Superstructure, STA | | | 161+80 EBL, APPROX. 2138 CU YDS | | | 0270 510C052 LUMP| 779000.00000 779000.00| 710000.00000 710000.00| 838739.13000 838739.13 Bridge Concrete Superstructure, STA | | | 161+80 WBL, APPROX. 2138 CU YDS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030926004 COUNTIES : WALKER LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 02081 |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 510E000 14300.000 SQYD| 2.50000 35750.00| 1.57000 22451.00| 1.56000 22308.00 Grooving Concrete Bridge Decks | | | 0290 511A004 56.000 EACH| 900.00000 50400.00| 1160.00000 64960.00| 520.09000 29125.04 Elastomeric Bearings, Type 4 | | | 0300 511A073 160.000 EACH| 300.00000 48000.00| 290.00000 46400.00| 442.76000 70841.60 Elastomeric Bearing Type 4(Mark VB4) | | | 0310 513B015 8340.000 LF | 95.00000 792300.00| 110.00000 917400.00| 77.49000 646266.60 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0320 519A000 LUMP| 90000.00000 90000.00| 81000.00000 81000.00| 108488.65000 108488.65 Navigation Lighting System | | | 0330 600A000 LUMP| 550000.00000 550000.00| 1300000.00000 1300000.00| 1800000.00000 1800000.00 Mobilization | | | 0340 610C001 19310.000 TON | 25.00000 482750.00| 16.00000 308960.00| 14.64000 282698.40 Loose Riprap, Class 2 | | | 0350 610D000 15750.000 SQYD| 2.00000 31500.00| 2.15000 33862.50| 2.36000 37170.00 Filter Blanket | | | 0360 650A000 2000.000 CUYD| 10.00000 20000.00| 3.15000 6300.00| 3.15000 6300.00 Topsoil | | | 0370 652A053 5.000 ACRE| 550.00000 2750.00| 550.00000 2750.00| 420.00000 2100.00 Seeding (Mix 1E) | | | 0380 652B050 2.000 ACRE| 385.00000 770.00| 800.00000 1600.00| 393.75000 787.50 Temporary Seeding (Mix 1AT) | | | 0390 652C000 7.000 ACRE| 82.50000 577.50| 75.00000 525.00| 68.25000 477.75 Mowing | | | 0400 652D050 2.000 ACRE| 550.00000 1100.00| 700.00000 1400.00| 735.00000 1470.00 Seeding In Stubble (Mix 1A) | | | 0410 656A000 2.000 ACRE| 550.00000 1100.00| 450.00000 900.00| 472.50000 945.00 Mulching, Class A, Type 1 | | | 0420 656A001 5.000 ACRE| 715.00000 3575.00| 550.00000 2750.00| 498.75000 2493.75 Mulching, Class A, Type 2 | | | 0430 665F000 12.000 EACH| 10.00000 120.00| 10.00000 120.00| 4.99000 59.88 Hay Bales | | | 0440 665I000 1484.000 TON | 35.00000 51940.00| 20.00000 29680.00| 22.95000 34057.80 Temporary Riprap, Class 2 | | | 0450 665J000 1370.000 LF | 7.00000 9590.00| 3.50000 4795.00| 3.26000 4466.20 Silt Fence, Type A | | | 0460 665K000 276.000 CUYD| 10.00000 2760.00| 10.00000 2760.00| 13.17000 3634.92 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030926004 COUNTIES : WALKER LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 02081 |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 665L000 2032.000 LF | 20.00000 40640.00| 15.00000 30480.00| 7.18000 14589.76 Floating Basin Boom | | | 0480 666A001 7.000 ACRE| 33.00000 231.00| 35.00000 245.00| 48.81000 341.67 Pest Control Treatment | | | 0490 680A000 LUMP| 89000.00000 89000.00| 175000.00000 175000.00| 185982.17000 185982.17 Engineering Controls | | | 0500 740B000 25.000 SQFT| 9.90000 247.50| 9.54000 238.50| 9.45000 236.25 Construction Signs | | | 0510 740F002 8.000 EACH| 275.00000 2200.00| 265.00000 2120.00| 262.50000 2100.00 Barricades, Type III | | | 0520 740I005 4.000 EACH| 715.00000 2860.00| 689.00000 2756.00| 682.50000 2730.00 Warning Lights, Type B (Detachable Head | | | 0530 999 000 7500.000 HOUR| 0.80000 6000.00| 0.80000 6000.00| 0.80000 6000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 13,169,203.80| $ 13,659,906.25| $ 14,036,227.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,169,203.80| $ 13,659,906.25| $ 14,036,227.92 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030926004 COUNTIES : WALKER LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 20056 |( 5 ) 08016 |( ) |TRI-STAR INFRASTRUCTURE, LL |HILL BROTHERS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0005 201A001 LUMP| 18000.00000 18000.00| 15000.00000 15000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 6 Acres) | | | 0010 210A000 33383.000 CUYD| 13.00000 433979.00| 11.00000 367213.00| Unclassified Excavation | | | 0020 502A000 1385660.000 LB | 0.50000 692830.00| 0.60000 831396.00| Steel Reinforcement | | | 0030 502B000 LUMP| 210000.00000 210000.00| 240000.00000 240000.00| Steel Reinforcement For Bridge | | | Superstructure, STA 161+80 EBL, APPROX. | | | 515900 LBS | | | 0040 502B001 LUMP| 210000.00000 210000.00| 240000.00000 240000.00| Steel Reinforcement For Bridge | | | Superstructure STA 161+80 WBL, APPROX. | | | 515900 LBS | | | 0050 506A001 51.000 LF | 400.00000 20400.00| 315.00000 16065.00| Drilled Shaft Excavation, 6'-0" Diamete | | | 0060 506A002 312.000 LF | 500.00000 156000.00| 420.00000 131040.00| Drilled Shaft Excavation, 7'-0" Diamete | | | 0070 506A005 156.000 LF | 300.00000 46800.00| 525.00000 81900.00| Drilled Shaft Excavation, 3'-6" Diamete | | | 0080 506A020 214.000 LF | 800.00000 171200.00| 840.00000 179760.00| Drilled Shaft Excavation, 10'-0" | | | Diameter | | | 0090 506B002 179.000 LF | 500.00000 89500.00| 525.00000 93975.00| Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0100 506B007 170.000 LF | 850.00000 144500.00| 893.00000 151810.00| Special Drilled Shaft Excavation, 6'-0" | | | Diameter | | | 0110 506B009 265.000 LF | 1000.00000 265000.00| 1050.00000 278250.00| Special Drilled Shaft Excavation, 7'-0" | | | Diameter | | | 0120 506B020 178.000 LF | 1500.00000 267000.00| 1575.00000 280350.00| Special Drilled Shaft Excavation, | | | 10'-0" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030926004 COUNTIES : WALKER LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 20056 |( 5 ) 08016 |( ) |TRI-STAR INFRASTRUCTURE, LL |HILL BROTHERS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 506C041 335.000 LF | 45.00000 15075.00| 48.00000 16080.00| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0140 506C046 221.000 LF | 100.00000 22100.00| 105.00000 23205.00| Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS1 Concrete | | | 0150 506C048 577.000 LF | 125.00000 72125.00| 132.00000 76164.00| Drilled Shaft Construction, 7'-0" | | | Diameter, Class DS1 Concrete | | | 0160 506C055 446.000 LF | 350.00000 156100.00| 368.00000 164128.00| Drilled Shaft Construction, 10'-0" | | | Diameter, Class DS1 Concrete | | | 0170 506F020 268.000 LF | 550.00000 147400.00| 578.00000 154904.00| Permanent Drilled Shaft Casing, 10'-0" | | | Diameter | | | 0180 506G001 16.000 EACH| 100.00000 1600.00| 105.00000 1680.00| Crosshole Sonic Logging, 3'-6" Diameter | | | 0190 506G006 6.000 EACH| 100.00000 600.00| 105.00000 630.00| Crosshole Sonic Logging, 6'-0" Diameter | | | 0200 506G008 14.000 EACH| 100.00000 1400.00| 105.00000 1470.00| Crosshole Sonic Logging, 7'-0" Diameter | | | 0210 506G021 8.000 EACH| 4500.00000 36000.00| 4725.00000 37800.00| Crosshole Sonic Logging, 10'-0" Diamete | | | 0220 508A000 26620.000 LB | 4.00000 106480.00| 3.60000 95832.00| Structural Steel | | | 0230 508B000 1.000 EACH| 3200000.00000 3200000.00| 2500000.00000 2500000.00| Structural Steel Superstructure, | | | 220-275-220 CONTINUOUS SPAN EBL, APPROX.| | | 0240 508B001 1.000 EACH| 3200000.00000 3200000.00| 2500000.00000 2500000.00| Structural Steel Superstructure, | | | 220-275-220, CONTINUOUS SPAN WBL, | | | 0250 510A000 4226.000 CUYD| 300.00000 1267800.00| 325.00000 1373450.00| Bridge Substructure Concrete, Class A | | | 0260 510C051 LUMP| 650000.00000 650000.00| 900000.00000 900000.00| Bridge Concrete Superstructure, STA | | | 161+80 EBL, APPROX. 2138 CU YDS | | | 0270 510C052 LUMP| 650000.00000 650000.00| 900000.00000 900000.00| Bridge Concrete Superstructure, STA | | | 161+80 WBL, APPROX. 2138 CU YDS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030926004 COUNTIES : WALKER LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 20056 |( 5 ) 08016 |( ) |TRI-STAR INFRASTRUCTURE, LL |HILL BROTHERS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 510E000 14300.000 SQYD| 1.69000 24167.00| 8.00000 114400.00| Grooving Concrete Bridge Decks | | | 0290 511A004 56.000 EACH| 1200.00000 67200.00| 900.00000 50400.00| Elastomeric Bearings, Type 4 | | | 0300 511A073 160.000 EACH| 270.00000 43200.00| 230.00000 36800.00| Elastomeric Bearing Type 4(Mark VB4) | | | 0310 513B015 8340.000 LF | 135.00000 1125900.00| 84.00000 700560.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0320 519A000 LUMP| 30000.00000 30000.00| 37600.00000 37600.00| Navigation Lighting System | | | 0330 600A000 LUMP| 790000.00000 790000.00| 1500000.00000 1500000.00| Mobilization | | | 0340 610C001 19310.000 TON | 17.00000 328270.00| 20.00000 386200.00| Loose Riprap, Class 2 | | | 0350 610D000 15750.000 SQYD| 3.50000 55125.00| 3.00000 47250.00| Filter Blanket | | | 0360 650A000 2000.000 CUYD| 6.00000 12000.00| 7.00000 14000.00| Topsoil | | | 0370 652A053 5.000 ACRE| 1050.00000 5250.00| 500.00000 2500.00| Seeding (Mix 1E) | | | 0380 652B050 2.000 ACRE| 950.00000 1900.00| 600.00000 1200.00| Temporary Seeding (Mix 1AT) | | | 0390 652C000 7.000 ACRE| 50.00000 350.00| 100.00000 700.00| Mowing | | | 0400 652D050 2.000 ACRE| 1050.00000 2100.00| 400.00000 800.00| Seeding In Stubble (Mix 1A) | | | 0410 656A000 2.000 ACRE| 550.00000 1100.00| 450.00000 900.00| Mulching, Class A, Type 1 | | | 0420 656A001 5.000 ACRE| 700.00000 3500.00| 500.00000 2500.00| Mulching, Class A, Type 2 | | | 0430 665F000 12.000 EACH| 10.00000 120.00| 6.00000 72.00| Hay Bales | | | 0440 665I000 1484.000 TON | 24.00000 35616.00| 20.00000 29680.00| Temporary Riprap, Class 2 | | | 0450 665J000 1370.000 LF | 3.50000 4795.00| 5.00000 6850.00| Silt Fence, Type A | | | 0460 665K000 276.000 CUYD| 25.00000 6900.00| 20.00000 5520.00| Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030926004 COUNTIES : WALKER LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 20056 |( 5 ) 08016 |( ) |TRI-STAR INFRASTRUCTURE, LL |HILL BROTHERS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 665L000 2032.000 LF | 12.00000 24384.00| 25.00000 50800.00| Floating Basin Boom | | | 0480 666A001 7.000 ACRE| 100.00000 700.00| 75.00000 525.00| Pest Control Treatment | | | 0490 680A000 LUMP| 30000.00000 30000.00| 225000.00000 225000.00| Engineering Controls | | | 0500 740B000 25.000 SQFT| 14.00000 350.00| 9.50000 237.50| Construction Signs | | | 0510 740F002 8.000 EACH| 160.00000 1280.00| 305.00000 2440.00| Barricades, Type III | | | 0520 740I005 4.000 EACH| 78.00000 312.00| 685.00000 2740.00| Warning Lights, Type B (Detachable Head | | | 0530 999 000 7500.000 HOUR| 0.80000 6000.00| 0.80000 6000.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 14,852,408.00| $ 14,877,776.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,852,408.00| $ 14,877,776.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20030926020 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 CONTRACT TIME : 140 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-CN03(218) for constructing the Bridge Replacements (4 Precast) and Approaches at sites as indicated on the plans. Length 0.730 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 937,427.57 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030926020 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( ) |( ) |G. W. NORRELL CONTRACTING C | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 5000.00000 5000.00| | Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 2+70.49 | | | 0030 206A001 LUMP| 10000.00000 10000.00| | Removal Of Old Bridge, Station 6+59.24 | | | 0040 206A002 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 5+27.99 | | | 0050 206A003 LUMP| 10000.00000 10000.00| | Removal Of Old Bridge, Station 7+59.03 | | | 0060 209A002 2.000 EACH| 100.00000 200.00| | Mailbox Reset, Multiple | | | 0070 210A000 991.000 CUYD| 5.00000 4955.00| | Unclassified Excavation | | | 0080 210D021 8857.000 CUYD| 9.75000 86355.75| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0090 230A000 37.000 RBST| 250.00000 9250.00| | Roadbed Processing | | | 0100 301A102 7576.000 SQYD| 3.50000 26516.00| | Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0110 401A000 3108.000 SQYD| 2.00000 6216.00| | Bituminous Treatment A | | | 0120 405A000 86.000 GAL | 1.75000 150.50| | Tack Coat | | | 0130 424A340 173.000 TON | 58.00000 10034.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B636 325.000 TON | 48.00000 15600.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0150 502A000 214.000 LB | 1.00000 214.00| | Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030926020 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( ) |( ) |G. W. NORRELL CONTRACTING C | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 505G003 121.000 EACH| 85.00000 10285.00| | Pile Points (Type A, 12") | | | 0170 505H000 75.000 LF | 200.00000 15000.00| | Pilot Holes | | | 0180 505M002 4970.000 LF | 18.00000 89460.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0190 507A000 8.000 EACH| 1800.00000 14400.00| | Wire Rope Abutment Anchor Assembly | | | 0200 510A000 27.000 CUYD| 300.00000 8100.00| | Bridge Substructure Concrete, Class A | | | 0210 511A000 143.000 EACH| 100.00000 14300.00| | Elastomeric Bearings, Type 1 | | | 0220 512A014 8.000 EACH| 2700.00000 21600.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0230 512B004 4.000 EACH| 2800.00000 11200.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0240 512B010 1.000 EACH| 3700.00000 3700.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long (Modified) | | | 0250 512C002 6.000 EACH| 1700.00000 10200.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-5" Deep By 24'-0" Long | | | 0260 512C004 36.000 EACH| 2700.00000 97200.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0270 512C006 2.000 EACH| 2000.00000 4000.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 5" Deep By 24'-0" Long| | | 0280 512C007 12.000 EACH| 2800.00000 33600.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0290 512C017 12.000 EACH| 3200.00000 38400.00| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0300 512C025 4.000 EACH| 3600.00000 14400.00| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030926020 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( ) |( ) |G. W. NORRELL CONTRACTING C | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 512D001 2.000 EACH| 2000.00000 4000.00| | Precast Concrete Barrier Rail End | | | Section, 24'-0" Long | | | 0320 512D002 8.000 EACH| 2700.00000 21600.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0330 512D005 4.000 EACH| 2700.00000 10800.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0340 512D030 4.000 EACH| 3200.00000 12800.00| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0350 512E001 40.000 EACH| 600.00000 24000.00| | Precast Concrete Abutment Panels, Type | | | A2 | | | 0360 512E002 24.000 EACH| 600.00000 14400.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0370 512F001 20.000 EACH| 600.00000 12000.00| | Precast Concrete Wing Panels, Type W2 | | | 0380 512F002 12.000 EACH| 600.00000 7200.00| | Precast Concrete Wing Panels, Type W3 | | | 0390 512G000 16.000 EACH| 600.00000 9600.00| | Precast Concrete Abutment Wing Cap Pane | | | 0400 530A229 36.000 LF | 50.00000 1800.00| | 36" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | (Extension) | | | 0410 600A000 LUMP| 36000.00000 36000.00| | Mobilization | | | 0420 602A000 40.000 EACH| 65.00000 2600.00| | Right Of Way Markers | | | 0430 610C001 1835.000 TON | 25.00000 45875.00| | Loose Riprap, Class 2 | | | 0440 610D000 1245.000 SQYD| 3.00000 3735.00| | Filter Blanket | | | 0450 619A005 2.000 EACH| 450.00000 900.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0460 630C003 16.000 EACH| 910.00000 14560.00| | Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030926020 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( ) |( ) |G. W. NORRELL CONTRACTING C | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 630C050 16.000 EACH| 1400.00000 22400.00| | Guardrail End Anchor, Type 20 Series | | | 0480 636A004 6603.000 LF | 2.00000 13206.00| | Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Posts) | | | 0490 651B000 6.000 TON | 100.00000 600.00| | Agricultural Limestone | | | 0500 651C000 4.000 TON | 350.00000 1400.00| | 8-8-8 Commercial Fertilizer | | | 0510 652A056 4.000 ACRE| 450.00000 1800.00| | Seeding (Mix 2E) | | | 0520 656A000 4.000 ACRE| 450.00000 1800.00| | Mulching, Class A, Type 1 | | | 0530 665A000 4.000 ACRE| 300.00000 1200.00| | Temporary Seeding | | | 0540 665F000 2000.000 EACH| 3.50000 7000.00| | Hay Bales | | | 0550 665G000 200.000 EACH| 1.00000 200.00| | Sand Bags | | | 0560 665J000 7610.000 LF | 3.00000 22830.00| | Silt Fence, Type A | | | 0570 680A000 LUMP| 15000.00000 15000.00| | Engineering Controls | | | 0580 701A030 2.000 MILE| 1000.00000 2000.00| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0590 701A034 2.000 MILE| 1000.00000 2000.00| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0600 701G124 616.000 LF | 2.09000 1287.44| | Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0610 701G132 616.000 LF | 2.18000 1342.88| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0620 740B000 281.000 SQFT| 15.00000 4215.00| | Construction Signs | | | 0630 740E000 22.000 EACH| 12.00000 264.00| | Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030926020 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( ) |( ) |G. W. NORRELL CONTRACTING C | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 740F002 30.000 EACH| 400.00000 12000.00| | Barricades, Type III | | | 0650 740I005 15.000 EACH| 300.00000 4500.00| | Warning Lights, Type B (Detachable Head | | | 0660 740M001 22.000 EACH| 8.00000 176.00| | Ballast For Cone | | | SECTION TOTALS | $ 937,427.57| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 937,427.57| $ | $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 CONTRACT TIME : 320 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0202(520) for constructing the Relocation (Grade, Drainage, Pavement and Bridges) of S.R.#202 from near Burns Crossroads to the Anniston West Bypass. Length 1.137 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 6,398,473.82 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 6,487,428.45 101.3902% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 7,134,027.03 111.4958% 4 01087 APAC-SOUTHEAST, INC. $ 7,199,404.87 112.5175% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01007 |( 3 ) 19007 |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 230000.00000 230000.00| 44000.00000 44000.00| 31000.00000 31000.00 Clearing & Grubbing (Approximately 31 | | | ACRES) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 55000.00000 55000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 30+74.26 | | | 0030 206A001 LUMP| 40000.00000 40000.00| 60000.00000 60000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 43+70.57 | | | 0040 206D000 165.000 LF | 10.00000 1650.00| 6.00000 990.00| 10.50000 1732.50 Removing Pipe | | | 0050 210A000 49082.000 CUYD| 3.00000 147246.00| 2.92000 143319.44| 2.50000 122705.00 Unclassified Excavation | | | 0060 210D000 258854.000 CUYD| 4.50000 1164843.00| 4.50000 1164843.00| 4.95000 1281327.30 Borrow Excavation | | | 0070 210E001 3216.000 CUYD| 13.00000 41808.00| 15.00000 48240.00| 19.88000 63934.08 Borrow Excavation (Underwater | | | Embankment) | | | 0080 214A000 1020.000 CUYD| 12.00000 12240.00| 6.00000 6120.00| 15.00000 15300.00 Structure Excavation | | | 0090 214B001 307.000 CUYD| 30.00000 9210.00| 26.00000 7982.00| 24.00000 7368.00 Foundation Backfill, Commercial | | | 0100 215A000 1915.000 CUYD| 12.00000 22980.00| 20.00000 38300.00| 15.00000 28725.00 Unclassified Bridge Excavation | | | 0110 215B000 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 100000.00000 100000.00 Cofferdams Or Sheeting And Shoring, | | | station 30+22.40 | | | 0120 215B001 LUMP| 28000.00000 28000.00| 20000.00000 20000.00| 45000.00000 45000.00 Cofferdams Or Sheeting And Shoring, | | | station 41+76.74 | | | 0130 231B000 6472.000 TON | 13.12000 84912.64| 17.47000 113065.84| 12.50000 80900.00 Roadbed Stabilizing Material, ALDOT #41 | | | 0140 301A008 7600.000 SQYD| 5.25000 39900.00| 4.91000 37316.00| 5.00000 38000.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0150 301A012 39273.000 SQYD| 5.51000 216394.23| 5.20000 204219.60| 5.25000 206183.25 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 401A000 37861.000 SQYD| 0.68000 25745.48| 0.37000 14008.57| 0.65000 24609.65 Bituminous Treatment A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01007 |( 3 ) 19007 |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 401B108 8672.000 SQYD| 1.37000 11880.64| 1.75000 15176.00| 1.30000 11273.60 Bituminous Treatment G (With Polymer | | | Additive) | | | 0180 405A000 2362.000 GAL | 1.58000 3731.96| 1.06000 2503.72| 1.50000 3543.00 Tack Coat | | | 0190 410B000 1.000 EACH| 7000.00000 7000.00| 16726.60000 16726.60| 6700.00000 6700.00 State Furnished Profilograph | | | 0200 424A360 2615.000 TON | 45.15000 118067.25| 35.48000 92780.20| 43.00000 112445.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424B651 5505.000 TON | 34.65000 190748.25| 30.80000 169554.00| 33.00000 181665.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B655 50.000 TON | 105.00000 5250.00| 94.17000 4708.50| 100.00000 5000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B659 2232.000 TON | 36.75000 82026.00| 32.86000 73343.52| 35.00000 78120.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424C360 9134.000 TON | 31.50000 287721.00| 30.64000 279865.76| 30.00000 274020.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0250 430B005 500.000 TON | 15.00000 7500.00| 35.00000 17500.00| 18.00000 9000.00 Aggregate Surfacing (ALDOT #410) | | | 0260 450B000 556.000 SQYD| 85.00000 47260.00| 65.00000 36140.00| 70.00000 38920.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0270 502A000 246050.000 LB | 0.45000 110722.50| 0.50000 123025.00| 0.58000 142709.00 Steel Reinforcement | | | 0280 502B000 LUMP| 24000.00000 24000.00| 75000.00000 75000.00| 94000.00000 94000.00 Steel Reinforcement For Bridge | | | Superstructure, station 30+22.40, | | | approx. 147,900 lbs. | | | 0290 502B001 LUMP| 56000.00000 56000.00| 60000.00000 60000.00| 71000.00000 71000.00 Steel Reinforcement For Bridge | | | Superstructure station 41+76.74, approx.| | | 112,500lbs. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01007 |( 3 ) 19007 |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 503A000 320.000 CUYD| 135.00000 43200.00| 150.00000 48000.00| 140.00000 44800.00 Seal Concrete | | | 0310 505A002 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| 4000.00000 4000.00 Steel Test Piles (HP 12x53) | | | 0320 505B057 1.000 EACH| 2000.00000 2000.00| 5000.00000 5000.00| 7800.00000 7800.00 Static Loading Tests (HP 12x53) | | | 0330 505B087 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| 1600.00000 1600.00 Dynamic Loading Tests (HP 12x53) | | | 0340 505G003 160.000 EACH| 100.00000 16000.00| 110.00000 17600.00| 175.00000 28000.00 Pile Points (Type A, 12") | | | 0350 505G004 36.000 EACH| 130.00000 4680.00| 115.00000 4140.00| 190.00000 6840.00 Pile Points (Type A, 14") | | | 0360 505H000 160.000 LF | 125.00000 20000.00| 175.00000 28000.00| 50.00000 8000.00 Pilot Holes | | | 0370 505M002 10275.000 LF | 25.50000 262012.50| 18.50000 190087.50| 19.15000 196766.25 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0380 505M004 7345.000 LF | 26.08000 191557.60| 20.50000 150572.50| 20.00000 146900.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0390 508A000 34195.000 LB | 1.75000 59841.25| 2.00000 68390.00| 2.70000 92326.50 Structural Steel | | | 0400 510A000 1495.000 CUYD| 383.00000 572585.00| 300.00000 448500.00| 330.00000 493350.00 Bridge Substructure Concrete, Class A | | | 0410 510C051 LUMP| 300000.00000 300000.00| 250000.00000 250000.00| 350000.00000 350000.00 Bridge Concrete Superstructure, station | | | 30+22.40, approx. 555 cu. yd | | | 0420 510C052 LUMP| 246000.00000 246000.00| 200000.00000 200000.00| 270000.00000 270000.00 Bridge Concrete Superstructure, station | | | 41+76.74, approx. 447 cu. yd. | | | 0430 510E000 3815.000 SQYD| 2.00000 7630.00| 2.50000 9537.50| 2.50000 9537.50 Grooving Concrete Bridge Decks | | | 0440 511A001 168.000 EACH| 125.00000 21000.00| 200.00000 33600.00| 100.00000 16800.00 Elastomeric Bearings, Type 2 | | | 0450 513B003 392.000 LF | 70.00000 27440.00| 85.00000 33320.00| 60.00000 23520.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0460 513B005 4775.000 LF | 82.00000 391550.00| 100.00000 477500.00| 101.00000 482275.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01007 |( 3 ) 19007 |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 530A002 372.000 LF | 30.00000 11160.00| 30.00000 11160.00| 24.00000 8928.00 24" Roadway Pipe (Class 3 R.C.) | | | 0480 530A005 164.000 LF | 55.00000 9020.00| 67.00000 10988.00| 42.00000 6888.00 42" Roadway Pipe (Class 3 R.C.) | | | 0490 530A006 236.000 LF | 72.00000 16992.00| 81.00000 19116.00| 48.00000 11328.00 48" Roadway Pipe (Class 3 R.C.) | | | 0500 530A101 190.000 LF | 45.00000 8550.00| 31.00000 5890.00| 18.00000 3420.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 530A102 110.000 LF | 65.00000 7150.00| 41.00000 4510.00| 24.00000 2640.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0520 530C026 32.000 LF | 350.00000 11200.00| 1000.00000 32000.00| 525.00000 16800.00 48"Roadway Pipe,Jacked | | | Installation(Class 5 R.C.) | | | 0530 535A001 60.000 LF | 25.00000 1500.00| 15.00000 900.00| 22.00000 1320.00 18" Side Drain Pipe | | | 0540 535A002 68.000 LF | 35.00000 2380.00| 19.00000 1292.00| 28.00000 1904.00 24" Side Drain Pipe | | | 0550 535A090 470.000 LF | 92.00000 43240.00| 97.00000 45590.00| 82.00000 38540.00 54" Side Drain Pipe (Class 3 R.C.) | | | 0560 600A000 LUMP| 145000.00000 145000.00| 267880.00000 267880.00| 625500.00000 625500.00 Mobilization | | | 0570 601A000 1.000 EACH| 15000.00000 15000.00| 5000.00000 5000.00| 8500.00000 8500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0580 602A000 31.000 EACH| 125.00000 3875.00| 158.00000 4898.00| 150.00000 4650.00 Right Of Way Markers | | | 0590 606A000 500.000 LF | 10.00000 5000.00| 6.25000 3125.00| 10.00000 5000.00 6" Underdrain Pipe | | | 0600 610C001 9588.000 TON | 12.00000 115056.00| 22.50000 215730.00| 18.00000 172584.00 Loose Riprap, Class 2 | | | 0610 610D000 7496.000 SQYD| 2.00000 14992.00| 2.00000 14992.00| 2.00000 14992.00 Filter Blanket | | | 0620 614A000 266.000 CUYD| 232.00000 61712.00| 240.00000 63840.00| 210.00000 55860.00 Slope Paving | | | 0630 614A001 140.000 CUYD| 260.00000 36400.00| 300.00000 42000.00| 250.00000 35000.00 Slope Paving (Under Bridges) | | | 0640 619A003 8.000 EACH| 685.00000 5480.00| 615.00000 4920.00| 595.00000 4760.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -6 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01007 |( 3 ) 19007 |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 619A006 2.000 EACH| 1365.00000 2730.00| 1290.00000 2580.00| 1250.00000 2500.00 42" Roadway Pipe End Treatment, Class 1 | | | 0660 619A007 4.000 EACH| 1425.00000 5700.00| 1665.00000 6660.00| 1350.00000 5400.00 48" Roadway Pipe End Treatment, Class 1 | | | 0670 619A102 2.000 EACH| 685.00000 1370.00| 1000.00000 2000.00| 595.00000 1190.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0680 619A104 2.000 EACH| 1260.00000 2520.00| 1500.00000 3000.00| 1150.00000 2300.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0690 619A201 2.000 EACH| 1050.00000 2100.00| 2000.00000 4000.00| 1250.00000 2500.00 18" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0700 619A308 10.000 EACH| 3000.00000 30000.00| 7000.00000 70000.00| 3000.00000 30000.00 54" Side Drain Pipe End Treatment, | | | Class 1(Triple Line) | | | 0710 620A000 2.000 CUYD| 1000.00000 2000.00| 1000.00000 2000.00| 1100.00000 2200.00 Minor Structure Concrete | | | 0720 630A001 100.000 LF | 15.00000 1500.00| 14.50000 1450.00| 12.00000 1200.00 Steel Beam Guardrail, Class A, Type 2 | | | 0730 630C003 8.000 EACH| 1150.00000 9200.00| 1100.00000 8800.00| 950.00000 7600.00 Guardrail End Anchor, Type 13 | | | 0740 630C070 8.000 EACH| 1350.00000 10800.00| 1250.00000 10000.00| 1300.00000 10400.00 Guardrail End Anchor, Type 10 Series | | | 0750 637A001 3000.000 LF | 3.00000 9000.00| 5.00000 15000.00| 5.00000 15000.00 Fence Reset (Includes All Types) | | | 0760 650B000 18991.000 CUYD| 2.00000 37982.00| 5.00000 94955.00| 4.00000 75964.00 Topsoil From Stockpiles | | | 0770 652A050 9.000 ACRE| 630.00000 5670.00| 600.00000 5400.00| 550.00000 4950.00 Seeding (Mix 1A) | | | 0780 652A053 5.000 ACRE| 630.00000 3150.00| 600.00000 3000.00| 550.00000 2750.00 Seeding (Mix 1E) | | | 0790 652B050 9.000 ACRE| 525.00000 4725.00| 500.00000 4500.00| 400.00000 3600.00 Temporary Seeding (Mix 1AT) | | | 0800 652C000 18.000 ACRE| 47.25000 850.50| 45.00000 810.00| 60.00000 1080.00 Mowing | | | 0810 652D050 9.000 ACRE| 630.00000 5670.00| 600.00000 5400.00| 500.00000 4500.00 Seeding In Stubble (Mix 1A) | | | 0820 654A000 535.000 SQYD| 5.25000 2808.75| 5.00000 2675.00| 4.00000 2140.00 Solid Sodding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -7 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01007 |( 3 ) 19007 |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 656A000 18.000 ACRE| 420.00000 7560.00| 400.00000 7200.00| 450.00000 8100.00 Mulching, Class A, Type 1 | | | 0840 656A001 5.000 ACRE| 630.00000 3150.00| 600.00000 3000.00| 500.00000 2500.00 Mulching, Class A, Type 2 | | | 0850 659A000 2500.000 SQYD| 2.10000 5250.00| 2.00000 5000.00| 1.50000 3750.00 Erosion Control Netting, Class A | | | 0860 659A002 3204.000 SQYD| 5.78000 18519.12| 5.50000 17622.00| 4.50000 14418.00 Erosion Control Netting, Class C1 | | | 0870 660A000 1122.000 CUYD| 15.75000 17671.50| 15.00000 16830.00| 15.00000 16830.00 Plant Topsoil | | | 0880 660D010 51.000 EACH| 12.60000 642.60| 12.00000 612.00| 20.00000 1020.00 Trees, Betula Nigra (River Birch) | | | 0890 660D092 51.000 EACH| 12.60000 642.60| 12.00000 612.00| 20.00000 1020.00 Trees, Quercus Nigra (Water Oak) | | | 0900 665A000 8.000 ACRE| 420.00000 3360.00| 400.00000 3200.00| 300.00000 2400.00 Temporary Seeding | | | 0910 665B000 8.000 ACRE| 420.00000 3360.00| 400.00000 3200.00| 400.00000 3200.00 Temporary Mulching | | | 0920 665C000 240.000 LF | 15.00000 3600.00| 10.00000 2400.00| 30.00000 7200.00 15" Temporary Pipe | | | 0930 665F000 800.000 EACH| 6.30000 5040.00| 5.00000 4000.00| 7.00000 5600.00 Hay Bales | | | 0940 665I000 6300.000 TON | 12.00000 75600.00| 25.00000 157500.00| 28.00000 176400.00 Temporary Riprap, Class 2 | | | 0950 665J000 12560.000 LF | 3.00000 37680.00| 3.00000 37680.00| 2.75000 34540.00 Silt Fence, Type A | | | 0960 665K000 680.000 CUYD| 10.00000 6800.00| 10.00000 6800.00| 30.00000 20400.00 Drainage Sump Excavation | | | 0970 680A000 LUMP| 120000.00000 120000.00| 88000.00000 88000.00| 150000.00000 150000.00 Engineering Controls | | | 0980 701A028 3.000 MILE| 1627.00000 4881.00| 1550.00000 4650.00| 1550.00000 4650.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0990 701A041 2.000 MILE| 997.00000 1994.00| 950.00000 1900.00| 950.00000 1900.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1000 701A046 2.000 MILE| 997.00000 1994.00| 950.00000 1900.00| 950.00000 1900.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -8 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01007 |( 3 ) 19007 |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 701A048 2.000 MILE| 1942.00000 3884.00| 1850.00000 3700.00| 1850.00000 3700.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1020 701B009 1115.000 LF | 1.00000 1115.00| 1.00000 1115.00| 1.00000 1115.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1030 701C000 5.000 MILE| 525.00000 2625.00| 500.00000 2500.00| 500.00000 2500.00 Broken Temporary Traffic Stripe | | | 1040 701C001 12.000 MILE| 630.00000 7560.00| 600.00000 7200.00| 600.00000 7200.00 Solid Temporary Traffic Stripe | | | 1050 701C004 1.000 MILE| 3360.00000 3360.00| 3200.00000 3200.00| 3200.00000 3200.00 Broken Temporary Traffic Stripe (Tape) | | | 1060 701C006 1.000 MILE| 7140.00000 7140.00| 6800.00000 6800.00| 6800.00000 6800.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1070 701D007 2.000 MILE| 1732.00000 3464.00| 1650.00000 3300.00| 1650.00000 3300.00 Solid Traffic Stripe Removed (Paint) | | | 1080 701D009 1.000 MILE| 1050.00000 1050.00| 1000.00000 1000.00| 1000.00000 1000.00 Solid Traffic Stripe Removed (Tape) | | | 1090 701D014 1.000 MILE| 1575.00000 1575.00| 1500.00000 1500.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Paint) | | | 1100 701D015 1.000 MILE| 1575.00000 1575.00| 1500.00000 1500.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Plastic) | | | 1110 701G121 876.000 LF | 1.95000 1708.20| 1.86000 1629.36| 1.90000 1664.40 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1120 701G125 876.000 LF | 4.23000 3705.48| 4.03000 3530.28| 4.05000 3547.80 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1130 701G129 876.000 LF | 2.00000 1752.00| 1.90000 1664.40| 2.00000 1752.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1140 701G133 876.000 LF | 4.37000 3828.12| 4.16000 3644.16| 4.20000 3679.20 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1150 703A002 15695.000 SQFT| 2.63000 41277.85| 2.50000 39237.50| 2.50000 39237.50 Traffic Control Markings, Class 2, Type | | | A | | | 1160 703B002 359.000 SQFT| 3.68000 1321.12| 3.50000 1256.50| 3.50000 1256.50 Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -9 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01007 |( 3 ) 19007 |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 703D001 7000.000 SQFT| 1.58000 11060.00| 1.50000 10500.00| 1.50000 10500.00 Temporary Traffic Control Markings | | | 1180 705A011 1420.000 EACH| 5.78000 8207.60| 5.50000 7810.00| 6.00000 8520.00 Pavement Markers, Class C, Type 1-A | | | 1190 705A023 850.000 EACH| 5.78000 4913.00| 5.50000 4675.00| 6.00000 5100.00 Pavement Markers, Class C, Type 2-D | | | 1200 705A030 117.000 EACH| 5.78000 676.26| 5.50000 643.50| 6.00000 702.00 Pavement Markers, Class A-H, Type 2-C | | | 1210 705A031 130.000 EACH| 5.78000 751.40| 5.50000 715.00| 6.00000 780.00 Pavement Markers, Class A-H, Type 1-A | | | 1220 705A032 260.000 EACH| 5.78000 1502.80| 5.50000 1430.00| 6.00000 1560.00 Pavement Markers, Class A-H, Type 1-B | | | 1230 705A037 193.000 EACH| 5.78000 1115.54| 5.50000 1061.50| 6.00000 1158.00 Pavement Markers, Class A-H, Type 2-D | | | 1240 705A038 186.000 EACH| 5.78000 1075.08| 5.50000 1023.00| 6.00000 1116.00 Pavement Markers, Class A-H, Type 2-E | | | 1250 710A115 48.000 SQFT| 20.00000 960.00| 18.50000 888.00| 14.00000 672.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1260 710A126 46.000 SQFT| 20.00000 920.00| 18.50000 851.00| 18.00000 828.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1270 710B001 195.000 LF | 10.00000 1950.00| 9.20000 1794.00| 5.00000 975.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1280 726A000 1100.000 LF | 40.00000 44000.00| 35.00000 38500.00| 35.00000 38500.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1290 740B000 769.000 SQFT| 10.00000 7690.00| 10.00000 7690.00| 8.00000 6152.00 Construction Signs | | | 1300 740D000 180.000 EACH| 55.00000 9900.00| 79.00000 14220.00| 58.00000 10440.00 Channelizing Drums | | | 1310 740E000 50.000 EACH| 15.00000 750.00| 10.00000 500.00| 10.00000 500.00 Cones (36 Inches High) | | | 1320 740F002 16.000 EACH| 250.00000 4000.00| 214.00000 3424.00| 160.00000 2560.00 Barricades, Type III | | | 1330 740I005 8.000 EACH| 350.00000 2800.00| 1010.00000 8080.00| 750.00000 6000.00 Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -10 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01007 |( 3 ) 19007 |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 740M001 50.000 EACH| 6.00000 300.00| 7.50000 375.00| 8.00000 400.00 Ballast For Cone | | | 1350 741C010 1.000 EACH| 6000.00000 6000.00| 8429.00000 8429.00| 4800.00000 4800.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1360 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,398,473.82| $ 6,487,428.45| $ 7,134,027.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,398,473.82| $ 6,487,428.45| $ 7,134,027.03 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -11 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 65625.00000 65625.00| | Clearing & Grubbing (Approximately 31 | | | ACRES) | | | 0020 206A000 LUMP| 57750.00000 57750.00| | Removal Of Old Bridge, Station 30+74.26 | | | 0030 206A001 LUMP| 63000.00000 63000.00| | Removal Of Old Bridge, Station 43+70.57 | | | 0040 206D000 165.000 LF | 10.49000 1730.85| | Removing Pipe | | | 0050 210A000 49082.000 CUYD| 4.89000 240010.98| | Unclassified Excavation | | | 0060 210D000 258854.000 CUYD| 5.36000 1387457.44| | Borrow Excavation | | | 0070 210E001 3216.000 CUYD| 28.94000 93071.04| | Borrow Excavation (Underwater | | | Embankment) | | | 0080 214A000 1020.000 CUYD| 7.83000 7986.60| | Structure Excavation | | | 0090 214B001 307.000 CUYD| 45.29000 13904.03| | Foundation Backfill, Commercial | | | 0100 215A000 1915.000 CUYD| 21.00000 40215.00| | Unclassified Bridge Excavation | | | 0110 215B000 LUMP| 42000.00000 42000.00| | Cofferdams Or Sheeting And Shoring, | | | station 30+22.40 | | | 0120 215B001 LUMP| 21000.00000 21000.00| | Cofferdams Or Sheeting And Shoring, | | | station 41+76.74 | | | 0130 231B000 6472.000 TON | 19.53000 126398.16| | Roadbed Stabilizing Material, ALDOT #41 | | | 0140 301A008 7600.000 SQYD| 5.10000 38760.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0150 301A012 39273.000 SQYD| 5.41000 212466.93| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 401A000 37861.000 SQYD| 0.38000 14387.18| | Bituminous Treatment A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -12 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 401B108 8672.000 SQYD| 1.68000 14568.96| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0180 405A000 2362.000 GAL | 1.10000 2598.20| | Tack Coat | | | 0190 410B000 1.000 EACH| 17402.86000 17402.86| | State Furnished Profilograph | | | 0200 424A360 2615.000 TON | 36.91000 96519.65| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424B651 5505.000 TON | 32.05000 176435.25| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B655 50.000 TON | 97.98000 4899.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B659 2232.000 TON | 34.19000 76312.08| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424C360 9134.000 TON | 31.88000 291191.92| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0250 430B005 500.000 TON | 18.31000 9155.00| | Aggregate Surfacing (ALDOT #410) | | | 0260 450B000 556.000 SQYD| 68.25000 37947.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0270 502A000 246050.000 LB | 0.53000 130406.50| | Steel Reinforcement | | | 0280 502B000 LUMP| 78750.00000 78750.00| | Steel Reinforcement For Bridge | | | Superstructure, station 30+22.40, | | | approx. 147,900 lbs. | | | 0290 502B001 LUMP| 63000.00000 63000.00| | Steel Reinforcement For Bridge | | | Superstructure station 41+76.74, approx.| | | 112,500lbs. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -13 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 503A000 320.000 CUYD| 157.50000 50400.00| | Seal Concrete | | | 0310 505A002 1.000 EACH| 2625.00000 2625.00| | Steel Test Piles (HP 12x53) | | | 0320 505B057 1.000 EACH| 5250.00000 5250.00| | Static Loading Tests (HP 12x53) | | | 0330 505B087 1.000 EACH| 1050.00000 1050.00| | Dynamic Loading Tests (HP 12x53) | | | 0340 505G003 160.000 EACH| 115.50000 18480.00| | Pile Points (Type A, 12") | | | 0350 505G004 36.000 EACH| 120.75000 4347.00| | Pile Points (Type A, 14") | | | 0360 505H000 160.000 LF | 183.75000 29400.00| | Pilot Holes | | | 0370 505M002 10275.000 LF | 18.90000 194197.50| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0380 505M004 7345.000 LF | 21.00000 154245.00| | Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0390 508A000 34195.000 LB | 2.10000 71809.50| | Structural Steel | | | 0400 510A000 1495.000 CUYD| 315.00000 470925.00| | Bridge Substructure Concrete, Class A | | | 0410 510C051 LUMP| 262500.00000 262500.00| | Bridge Concrete Superstructure, station | | | 30+22.40, approx. 555 cu. yd | | | 0420 510C052 LUMP| 210000.00000 210000.00| | Bridge Concrete Superstructure, station | | | 41+76.74, approx. 447 cu. yd. | | | 0430 510E000 3815.000 SQYD| 2.63000 10033.45| | Grooving Concrete Bridge Decks | | | 0440 511A001 168.000 EACH| 210.00000 35280.00| | Elastomeric Bearings, Type 2 | | | 0450 513B003 392.000 LF | 89.25000 34986.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0460 513B005 4775.000 LF | 105.00000 501375.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -14 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 530A002 372.000 LF | 28.22000 10497.84| | 24" Roadway Pipe (Class 3 R.C.) | | | 0480 530A005 164.000 LF | 68.54000 11240.56| | 42" Roadway Pipe (Class 3 R.C.) | | | 0490 530A006 236.000 LF | 82.26000 19413.36| | 48" Roadway Pipe (Class 3 R.C.) | | | 0500 530A101 190.000 LF | 32.67000 6207.30| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 530A102 110.000 LF | 57.71000 6348.10| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0520 530C026 32.000 LF | 525.00000 16800.00| | 48"Roadway Pipe,Jacked | | | Installation(Class 5 R.C.) | | | 0530 535A001 60.000 LF | 45.09000 2705.40| | 18" Side Drain Pipe | | | 0540 535A002 68.000 LF | 47.69000 3242.92| | 24" Side Drain Pipe | | | 0550 535A090 470.000 LF | 100.48000 47225.60| | 54" Side Drain Pipe (Class 3 R.C.) | | | 0560 600A000 LUMP| 396469.42000 396469.42| | Mobilization | | | 0570 601A000 1.000 EACH| 7780.75000 7780.75| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0580 602A000 31.000 EACH| 156.27000 4844.37| | Right Of Way Markers | | | 0590 606A000 500.000 LF | 11.57000 5785.00| | 6" Underdrain Pipe | | | 0600 610C001 9588.000 TON | 19.95000 191280.60| | Loose Riprap, Class 2 | | | 0610 610D000 7496.000 SQYD| 2.36000 17690.56| | Filter Blanket | | | 0620 614A000 266.000 CUYD| 231.00000 61446.00| | Slope Paving | | | 0630 614A001 140.000 CUYD| 260.40000 36456.00| | Slope Paving (Under Bridges) | | | 0640 619A003 8.000 EACH| 682.50000 5460.00| | 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -15 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 619A006 2.000 EACH| 1365.00000 2730.00| | 42" Roadway Pipe End Treatment, Class 1 | | | 0660 619A007 4.000 EACH| 1417.50000 5670.00| | 48" Roadway Pipe End Treatment, Class 1 | | | 0670 619A102 2.000 EACH| 682.50000 1365.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0680 619A104 2.000 EACH| 1260.00000 2520.00| | 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0690 619A201 2.000 EACH| 1050.00000 2100.00| | 18" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0700 619A308 10.000 EACH| 6142.50000 61425.00| | 54" Side Drain Pipe End Treatment, | | | Class 1(Triple Line) | | | 0710 620A000 2.000 CUYD| 741.83000 1483.66| | Minor Structure Concrete | | | 0720 630A001 100.000 LF | 15.23000 1523.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0730 630C003 8.000 EACH| 1155.00000 9240.00| | Guardrail End Anchor, Type 13 | | | 0740 630C070 8.000 EACH| 1312.50000 10500.00| | Guardrail End Anchor, Type 10 Series | | | 0750 637A001 3000.000 LF | 6.14000 18420.00| | Fence Reset (Includes All Types) | | | 0760 650B000 18991.000 CUYD| 4.80000 91156.80| | Topsoil From Stockpiles | | | 0770 652A050 9.000 ACRE| 630.00000 5670.00| | Seeding (Mix 1A) | | | 0780 652A053 5.000 ACRE| 630.00000 3150.00| | Seeding (Mix 1E) | | | 0790 652B050 9.000 ACRE| 525.00000 4725.00| | Temporary Seeding (Mix 1AT) | | | 0800 652C000 18.000 ACRE| 47.25000 850.50| | Mowing | | | 0810 652D050 9.000 ACRE| 630.00000 5670.00| | Seeding In Stubble (Mix 1A) | | | 0820 654A000 535.000 SQYD| 5.25000 2808.75| | Solid Sodding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -16 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 656A000 18.000 ACRE| 420.00000 7560.00| | Mulching, Class A, Type 1 | | | 0840 656A001 5.000 ACRE| 630.00000 3150.00| | Mulching, Class A, Type 2 | | | 0850 659A000 2500.000 SQYD| 2.10000 5250.00| | Erosion Control Netting, Class A | | | 0860 659A002 3204.000 SQYD| 5.78000 18519.12| | Erosion Control Netting, Class C1 | | | 0870 660A000 1122.000 CUYD| 15.75000 17671.50| | Plant Topsoil | | | 0880 660D010 51.000 EACH| 12.60000 642.60| | Trees, Betula Nigra (River Birch) | | | 0890 660D092 51.000 EACH| 12.60000 642.60| | Trees, Quercus Nigra (Water Oak) | | | 0900 665A000 8.000 ACRE| 420.00000 3360.00| | Temporary Seeding | | | 0910 665B000 8.000 ACRE| 420.00000 3360.00| | Temporary Mulching | | | 0920 665C000 240.000 LF | 17.85000 4284.00| | 15" Temporary Pipe | | | 0930 665F000 800.000 EACH| 8.35000 6680.00| | Hay Bales | | | 0940 665I000 6300.000 TON | 25.20000 158760.00| | Temporary Riprap, Class 2 | | | 0950 665J000 12560.000 LF | 3.62000 45467.20| | Silt Fence, Type A | | | 0960 665K000 680.000 CUYD| 10.27000 6983.60| | Drainage Sump Excavation | | | 0970 680A000 LUMP| 150990.00000 150990.00| | Engineering Controls | | | 0980 701A028 3.000 MILE| 1627.50000 4882.50| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0990 701A041 2.000 MILE| 997.50000 1995.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1000 701A046 2.000 MILE| 997.50000 1995.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -17 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 701A048 2.000 MILE| 1942.50000 3885.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1020 701B009 1115.000 LF | 1.05000 1170.75| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1030 701C000 5.000 MILE| 525.00000 2625.00| | Broken Temporary Traffic Stripe | | | 1040 701C001 12.000 MILE| 630.00000 7560.00| | Solid Temporary Traffic Stripe | | | 1050 701C004 1.000 MILE| 3360.00000 3360.00| | Broken Temporary Traffic Stripe (Tape) | | | 1060 701C006 1.000 MILE| 7140.00000 7140.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1070 701D007 2.000 MILE| 1732.50000 3465.00| | Solid Traffic Stripe Removed (Paint) | | | 1080 701D009 1.000 MILE| 1050.00000 1050.00| | Solid Traffic Stripe Removed (Tape) | | | 1090 701D014 1.000 MILE| 1575.00000 1575.00| | Broken Traffic Stripe Removed (Paint) | | | 1100 701D015 1.000 MILE| 1575.00000 1575.00| | Broken Traffic Stripe Removed (Plastic) | | | 1110 701G121 876.000 LF | 1.95000 1708.20| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1120 701G125 876.000 LF | 4.23000 3705.48| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1130 701G129 876.000 LF | 2.00000 1752.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1140 701G133 876.000 LF | 4.37000 3828.12| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1150 703A002 15695.000 SQFT| 2.63000 41277.85| | Traffic Control Markings, Class 2, Type | | | A | | | 1160 703B002 359.000 SQFT| 3.68000 1321.12| | Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -18 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 703D001 7000.000 SQFT| 1.58000 11060.00| | Temporary Traffic Control Markings | | | 1180 705A011 1420.000 EACH| 5.78000 8207.60| | Pavement Markers, Class C, Type 1-A | | | 1190 705A023 850.000 EACH| 5.78000 4913.00| | Pavement Markers, Class C, Type 2-D | | | 1200 705A030 117.000 EACH| 5.78000 676.26| | Pavement Markers, Class A-H, Type 2-C | | | 1210 705A031 130.000 EACH| 5.78000 751.40| | Pavement Markers, Class A-H, Type 1-A | | | 1220 705A032 260.000 EACH| 5.78000 1502.80| | Pavement Markers, Class A-H, Type 1-B | | | 1230 705A037 193.000 EACH| 5.78000 1115.54| | Pavement Markers, Class A-H, Type 2-D | | | 1240 705A038 186.000 EACH| 5.78000 1075.08| | Pavement Markers, Class A-H, Type 2-E | | | 1250 710A115 48.000 SQFT| 19.43000 932.64| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1260 710A126 46.000 SQFT| 19.43000 893.78| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1270 710B001 195.000 LF | 9.66000 1883.70| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1280 726A000 1100.000 LF | 36.75000 40425.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1290 740B000 769.000 SQFT| 8.66000 6659.54| | Construction Signs | | | 1300 740D000 180.000 EACH| 59.01000 10621.80| | Channelizing Drums | | | 1310 740E000 50.000 EACH| 11.13000 556.50| | Cones (36 Inches High) | | | 1320 740F002 16.000 EACH| 172.52000 2760.32| | Barricades, Type III | | | 1330 740I005 8.000 EACH| 890.40000 7123.20| | Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 022 -19 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030926022 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 740M001 50.000 EACH| 7.61000 380.50| | Ballast For Cone | | | 1350 741C010 1.000 EACH| 2520.00000 2520.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1360 999 000 3000.000 HOUR| 0.80000 2400.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,199,404.87| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,199,404.87| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20030926023 COUNTIES : BARBOUR LETTING DATE : 09/26/03 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-0321(201) for constructing the Bridge Replacement (Precast) on Old Batesville Road over Copper Creek west of Eufaula. Length - 0.012 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 144,644.00 100.0000% 2 13099 MCINNIS, LLC $ 144,864.00 100.1521% 3 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 145,459.00 100.5635% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030926023 COUNTIES : BARBOUR LETTING DATE : 09/26/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13099 |( 3 ) 14005 |F & W CONSTRUCTION CO., INC |MCINNIS, LLC |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 502A000 64.000 LB | 1.00000 64.00| 1.00000 64.00| 1.00000 64.00 Steel Reinforcement | | | 0020 505M000 760.000 LF | 9.00000 6840.00| 18.00000 13680.00| 20.00000 15200.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0030 505M002 200.000 LF | 11.00000 2200.00| 18.00000 3600.00| 22.00000 4400.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0040 507A000 2.000 EACH| 2400.00000 4800.00| 2400.00000 4800.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 8.000 CUYD| 500.00000 4000.00| 700.00000 5600.00| 400.00000 3200.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 33.000 EACH| 80.00000 2640.00| 80.00000 2640.00| 75.00000 2475.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3000.00000 6000.00| 3100.00000 6200.00| 2900.00000 5800.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 1.000 EACH| 3000.00000 3000.00| 3100.00000 3100.00| 2800.00000 2800.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 12.000 EACH| 3000.00000 36000.00| 3000.00000 36000.00| 2600.00000 31200.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 4.000 EACH| 3000.00000 12000.00| 3000.00000 12000.00| 2800.00000 11200.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 3000.00000 12000.00| 3000.00000 12000.00| 2900.00000 11600.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512E002 16.000 EACH| 750.00000 12000.00| 800.00000 12800.00| 600.00000 9600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0130 512F002 8.000 EACH| 750.00000 6000.00| 800.00000 6400.00| 800.00000 6400.00 Precast Concrete Wing Panels, Type W3 | | | 0140 512G000 4.000 EACH| 750.00000 3000.00| 800.00000 3200.00| 700.00000 2800.00 Precast Concrete Abutment Wing Cap Pane | | | 0150 600A000 LUMP| 18100.00000 18100.00| 12000.00000 12000.00| 22000.00000 22000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030926023 COUNTIES : BARBOUR LETTING DATE : 09/26/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13099 |( 3 ) 14005 |F & W CONSTRUCTION CO., INC |MCINNIS, LLC |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 630C003 4.000 EACH| 1500.00000 6000.00| 1125.00000 4500.00| 910.00000 3640.00 Guardrail End Anchor, Type 13 | | | 0170 630C070 4.000 EACH| 2000.00000 8000.00| 1320.00000 5280.00| 1270.00000 5080.00 Guardrail End Anchor, Type 10 Series | | | 0180 680A000 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 3000.00000 3000.00 Engineering Controls | | | SECTION TOTALS | $ 144,644.00| $ 144,864.00| $ 145,459.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 144,644.00| $ 144,864.00| $ 145,459.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20030926024 COUNTIES : BIBB LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0400(202) for constructing the Bridge Replacement on Bibbville Road over Norfolk Southern Railroad northwest of West Blocton. Length - 0.023 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN $ 329,820.00 100.0000% 2 07053 G & R PLANT MAINTENANCE, INC. $ 340,704.00 103.3000% 3 14008 NEWELL & BUSH, INC. $ 343,371.00 104.1086% 4 23071 WARRIOR CONSTRUCTORS, INC. $ 359,640.00 109.0413% 5 13099 MCINNIS, LLC $ 372,502.60 112.9412% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030926024 COUNTIES : BIBB LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 07053 |( 3 ) 14008 |B & B ENGINEERING & DESIGN |G & R PLANT MAINTENANCE, IN |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| 50000.00000 50000.00| 30000.00000 30000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 6+03.61 | | | 0020 210A000 150.000 CUYD| 10.00000 1500.00| 25.00000 3750.00| 1.00000 150.00 Unclassified Excavation | | | 0030 502A000 5200.000 LB | 0.50000 2600.00| 1.25000 6500.00| 1.00000 5200.00 Steel Reinforcement | | | 0040 502B000 LUMP| 15000.00000 15000.00| 24000.00000 24000.00| 30000.00000 30000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 5+94.00, APPROX. | | | 28900 LBS. | | | 0050 505A036 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| 100.00000 100.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B106 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| 100.00000 100.00 Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M004 600.000 LF | 20.00000 12000.00| 50.00000 30000.00| 28.00000 16800.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0080 508A000 3080.000 LB | 4.00000 12320.00| 4.00000 12320.00| 2.75000 8470.00 Structural Steel | | | 0090 510A000 58.000 CUYD| 500.00000 29000.00| 325.00000 18850.00| 525.00000 30450.00 Bridge Substructure Concrete, Class A | | | 0100 510C051 LUMP| 67000.00000 67000.00| 55020.00000 55020.00| 98000.00000 98000.00 Bridge Concrete Superstructure, STA. | | | 5+94, APPROX. 131 CUBIC YARDS | | | 0110 510E000 328.000 SQYD| 10.00000 3280.00| 13.00000 4264.00| 8.00000 2624.00 Grooving Concrete Bridge Decks | | | 0120 511A001 8.000 EACH| 350.00000 2800.00| 200.00000 1600.00| 350.00000 2800.00 Elastomeric Bearings, Type 2 | | | 0130 513B017 489.000 LF | 165.00000 80685.00| 190.00000 92910.00| 160.00000 78240.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0140 600A000 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 30000.00000 30000.00 Mobilization | | | 0150 630C003 4.000 EACH| 1500.00000 6000.00| 1300.00000 5200.00| 1200.00000 4800.00 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030926024 COUNTIES : BIBB LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 07053 |( 3 ) 14008 |B & B ENGINEERING & DESIGN |G & R PLANT MAINTENANCE, IN |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 630C050 4.000 EACH| 1750.00000 7000.00| 1400.00000 5600.00| 1300.00000 5200.00 Guardrail End Anchor, Type 20 Series | | | 0170 665F000 50.000 EACH| 6.00000 300.00| 10.00000 500.00| 22.00000 1100.00 Hay Bales | | | 0180 665J000 400.000 LF | 6.00000 2400.00| 10.00000 4000.00| 4.00000 1600.00 Silt Fence, Type A | | | 0190 680A000 LUMP| 3000.00000 3000.00| 7500.00000 7500.00| 2000.00000 2000.00 Engineering Controls | | | 0200 740B000 249.000 SQFT| 15.00000 3735.00| 10.00000 2490.00| 13.00000 3237.00 Construction Signs | | | 0210 740F002 4.000 EACH| 400.00000 1600.00| 200.00000 800.00| 375.00000 1500.00 Barricades, Type III | | | 0220 740I005 2.000 EACH| 300.00000 600.00| 200.00000 400.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 329,820.00| $ 340,704.00| $ 343,371.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 329,820.00| $ 340,704.00| $ 343,371.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030926024 COUNTIES : BIBB LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 23071 |( 5 ) 13099 |( ) |WARRIOR CONSTRUCTORS, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 79000.00000 79000.00| 45000.00000 45000.00| Removal Of Old Bridge, Station 6+03.61 | | | 0020 210A000 150.000 CUYD| 12.50000 1875.00| 15.00000 2250.00| Unclassified Excavation | | | 0030 502A000 5200.000 LB | 0.60000 3120.00| 0.75000 3900.00| Steel Reinforcement | | | 0040 502B000 LUMP| 15000.00000 15000.00| 21000.00000 21000.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 5+94.00, APPROX. | | | 28900 LBS. | | | 0050 505A036 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B106 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M004 600.000 LF | 28.00000 16800.00| 30.00000 18000.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0080 508A000 3080.000 LB | 5.00000 15400.00| 2.44000 7515.20| Structural Steel | | | 0090 510A000 58.000 CUYD| 400.00000 23200.00| 500.00000 29000.00| Bridge Substructure Concrete, Class A | | | 0100 510C051 LUMP| 60000.00000 60000.00| 70000.00000 70000.00| Bridge Concrete Superstructure, STA. | | | 5+94, APPROX. 131 CUBIC YARDS | | | 0110 510E000 328.000 SQYD| 5.00000 1640.00| 5.80000 1902.40| Grooving Concrete Bridge Decks | | | 0120 511A001 8.000 EACH| 200.00000 1600.00| 500.00000 4000.00| Elastomeric Bearings, Type 2 | | | 0130 513B017 489.000 LF | 130.00000 63570.00| 180.00000 88020.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0140 600A000 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| Mobilization | | | 0150 630C003 4.000 EACH| 1000.00000 4000.00| 1280.00000 5120.00| Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 024 -5 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030926024 COUNTIES : BIBB LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 23071 |( 5 ) 13099 |( ) |WARRIOR CONSTRUCTORS, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 630C050 4.000 EACH| 1500.00000 6000.00| 1150.00000 4600.00| Guardrail End Anchor, Type 20 Series | | | 0170 665F000 50.000 EACH| 8.00000 400.00| 4.50000 225.00| Hay Bales | | | 0180 665J000 400.000 LF | 5.00000 2000.00| 4.00000 1600.00| Silt Fence, Type A | | | 0190 680A000 LUMP| 7500.00000 7500.00| 13000.00000 13000.00| Engineering Controls | | | 0200 740B000 249.000 SQFT| 15.00000 3735.00| 10.00000 2490.00| Construction Signs | | | 0210 740F002 4.000 EACH| 400.00000 1600.00| 180.00000 720.00| Barricades, Type III | | | 0220 740I005 2.000 EACH| 600.00000 1200.00| 80.00000 160.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 359,640.00| $ 372,502.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 359,640.00| $ 372,502.60| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20030926025 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-0800(212) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Bonds Road at an unnamed tributary southwest of Duke. Length 0.151 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 309,491.25 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 380,551.50 122.9603% 3 23070 WINSTON CONTRACTING, L.L.C. $ 387,313.26 125.1451% 4 23044 WARE CONSTRUCTION CO., INC. $ 390,415.16 126.1474% 5 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 393,410.25 127.1151% 6 16048 WALKER PATTON COMPANY, INC. $ 400,655.11 129.4560% 7 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 438,573.55 141.7079% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030926025 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 16032 |( 3 ) 23070 |MCCARTNEY CONSTRUCTION CO., |PRICHARD CONSTRUCTION COMPA |WINSTON CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 8900.00000 8900.00| 20000.00000 20000.00| 29000.00000 29000.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 3500.00000 3500.00| 15000.00000 15000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 11+52.23 | | | 0030 206D000 64.000 LF | 14.00000 896.00| 10.00000 640.00| 6.00000 384.00 Removing Pipe | | | 0040 210A000 100.000 CUYD| 17.00000 1700.00| 8.00000 800.00| 5.00000 500.00 Unclassified Excavation | | | 0050 210D001 2909.000 CUYD| 9.00000 26181.00| 12.00000 34908.00| 10.00000 29090.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 600.000 CUYD| 11.00000 6600.00| 12.00000 7200.00| 20.00000 12000.00 Structure Excavation | | | 0070 214B001 215.000 CUYD| 28.00000 6020.00| 30.00000 6450.00| 26.00000 5590.00 Foundation Backfill, Commercial | | | 0080 230A000 7.000 RBST| 700.00000 4900.00| 1200.00000 8400.00| 750.00000 5250.00 Roadbed Processing | | | 0090 301A012 1815.000 SQYD| 8.25000 14973.75| 11.50000 20872.50| 9.00000 16335.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1689.000 SQYD| 1.00000 1689.00| 1.50000 2533.50| 0.74000 1249.86 Bituminous Treatment A | | | 0110 405A000 51.000 GAL | 4.00000 204.00| 2.50000 127.50| 1.36000 69.36 Tack Coat | | | 0120 424A340 88.000 TON | 90.00000 7920.00| 81.00000 7128.00| 79.56000 7001.28 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424B637 245.000 TON | 60.00000 14700.00| 55.00000 13475.00| 56.20000 13769.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B642 50.000 TON | 60.00000 3000.00| 110.00000 5500.00| 113.64000 5682.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030926025 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 16032 |( 3 ) 23070 |MCCARTNEY CONSTRUCTION CO., |PRICHARD CONSTRUCTION COMPA |WINSTON CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 430B043 73.000 TON | 45.00000 3285.00| 45.00000 3285.00| 22.00000 1606.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0160 502A000 70750.000 LB | 0.55000 38912.50| 0.60000 42450.00| 0.50000 35375.00 Steel Reinforcement | | | 0170 524A010 289.000 CUYD| 300.00000 86700.00| 360.00000 104040.00| 400.00000 115600.00 Culvert Concrete | | | 0180 535A002 120.000 LF | 35.00000 4200.00| 40.00000 4800.00| 20.00000 2400.00 24" Side Drain Pipe | | | 0190 600A000 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 35000.00000 35000.00 Mobilization | | | 0200 602A000 12.000 EACH| 225.00000 2700.00| 175.00000 2100.00| 180.00000 2160.00 Right Of Way Markers | | | 0210 610C001 464.000 TON | 20.00000 9280.00| 28.00000 12992.00| 20.00000 9280.00 Loose Riprap, Class 2 | | | 0220 610D000 365.000 SQYD| 6.00000 2190.00| 6.00000 2190.00| 2.00000 730.00 Filter Blanket | | | 0230 619A102 6.000 EACH| 650.00000 3900.00| 400.00000 2400.00| 750.00000 4500.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0240 650A000 694.000 CUYD| 14.00000 9716.00| 12.00000 8328.00| 12.00000 8328.00 Topsoil | | | 0250 652A053 2.000 ACRE| 600.00000 1200.00| 1200.00000 2400.00| 825.00000 1650.00 Seeding (Mix 1E) | | | 0260 656A000 2.000 ACRE| 600.00000 1200.00| 1200.00000 2400.00| 825.00000 1650.00 Mulching, Class A, Type 1 | | | 0270 665F000 100.000 EACH| 9.00000 900.00| 8.00000 800.00| 5.00000 500.00 Hay Bales | | | 0280 665J000 300.000 LF | 5.00000 1500.00| 8.00000 2400.00| 4.00000 1200.00 Silt Fence, Type A | | | 0290 680A000 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 25000.00000 25000.00 Engineering Controls | | | 0300 701A031 1.000 MILE| 1000.00000 1000.00| 1500.00000 1500.00| 2063.04000 2063.04 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0310 701A035 1.000 MILE| 1200.00000 1200.00| 1500.00000 1500.00| 2578.80000 2578.80 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0320 701C001 1.000 MILE| 350.00000 350.00| 1200.00000 1200.00| 1031.52000 1031.52 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030926025 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 16032 |( 3 ) 23070 |MCCARTNEY CONSTRUCTION CO., |PRICHARD CONSTRUCTION COMPA |WINSTON CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 705A037 20.000 EACH| 5.00000 100.00| 12.00000 240.00| 10.32000 206.40 Pavement Markers, Class A-H, Type 2-D | | | 0340 740B000 141.000 SQFT| 14.00000 1974.00| 12.00000 1692.00| 14.00000 1974.00 Construction Signs | | | 0350 740F002 8.000 EACH| 185.00000 1480.00| 300.00000 2400.00| 170.00000 1360.00 Barricades, Type III | | | 0360 740I005 4.000 EACH| 380.00000 1520.00| 350.00000 1400.00| 300.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 309,491.25| $ 380,551.50| $ 387,313.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 309,491.25| $ 380,551.50| $ 387,313.26 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030926025 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23044 |( 5 ) 03071 |( 6 ) 16048 |WARE CONSTRUCTION CO., INC. |CHRISTOPHER PLUMBING & ELEC |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 201A000 LUMP| 18000.00000 18000.00| 16700.00000 16700.00| 29700.00000 29700.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 6800.00000 6800.00| 25000.00000 25000.00| 28200.00000 28200.00 Removal Of Old Bridge, Station 11+52.23 | | | 0030 206D000 64.000 LF | 16.00000 1024.00| 25.00000 1600.00| 17.00000 1088.00 Removing Pipe | | | 0040 210A000 100.000 CUYD| 13.00000 1300.00| 15.00000 1500.00| 10.00000 1000.00 Unclassified Excavation | | | 0050 210D001 2909.000 CUYD| 10.50000 30544.50| 12.50000 36362.50| 10.00000 29090.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 600.000 CUYD| 16.00000 9600.00| 12.50000 7500.00| 52.00000 31200.00 Structure Excavation | | | 0070 214B001 215.000 CUYD| 25.00000 5375.00| 20.00000 4300.00| 49.00000 10535.00 Foundation Backfill, Commercial | | | 0080 230A000 7.000 RBST| 1003.00000 7021.00| 1500.00000 10500.00| 850.00000 5950.00 Roadbed Processing | | | 0090 301A012 1815.000 SQYD| 10.42000 18912.30| 15.00000 27225.00| 8.50000 15427.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1689.000 SQYD| 0.71000 1199.19| 3.50000 5911.50| 0.60000 1013.40 Bituminous Treatment A | | | 0110 405A000 51.000 GAL | 1.32000 67.32| 4.25000 216.75| 1.32000 67.32 Tack Coat | | | 0120 424A340 88.000 TON | 73.45000 6463.60| 80.00000 7040.00| 77.13000 6787.44 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424B637 245.000 TON | 51.90000 12715.50| 60.00000 14700.00| 54.49000 13350.05 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B642 50.000 TON | 104.93000 5246.50| 75.00000 3750.00| 110.17000 5508.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 025 -6 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030926025 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23044 |( 5 ) 03071 |( 6 ) 16048 |WARE CONSTRUCTION CO., INC. |CHRISTOPHER PLUMBING & ELEC |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 430B043 73.000 TON | 75.00000 5475.00| 50.00000 3650.00| 19.00000 1387.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0160 502A000 70750.000 LB | 0.52000 36790.00| 0.55000 38912.50| 0.60000 42450.00 Steel Reinforcement | | | 0170 524A010 289.000 CUYD| 327.50000 94647.50| 320.00000 92480.00| 349.50000 101005.50 Culvert Concrete | | | 0180 535A002 120.000 LF | 40.00000 4800.00| 32.00000 3840.00| 20.00000 2400.00 24" Side Drain Pipe | | | 0190 600A000 LUMP| 55081.00000 55081.00| 46000.00000 46000.00| 35000.00000 35000.00 Mobilization | | | 0200 602A000 12.000 EACH| 400.00000 4800.00| 75.00000 900.00| 150.00000 1800.00 Right Of Way Markers | | | 0210 610C001 464.000 TON | 27.00000 12528.00| 26.50000 12296.00| 22.00000 10208.00 Loose Riprap, Class 2 | | | 0220 610D000 365.000 SQYD| 1.75000 638.75| 2.50000 912.50| 2.00000 730.00 Filter Blanket | | | 0230 619A102 6.000 EACH| 875.00000 5250.00| 450.00000 2700.00| 550.00000 3300.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0240 650A000 694.000 CUYD| 18.00000 12492.00| 7.25000 5031.50| 0.10000 69.40 Topsoil | | | 0250 652A053 2.000 ACRE| 1000.00000 2000.00| 1000.00000 2000.00| 900.00000 1800.00 Seeding (Mix 1E) | | | 0260 656A000 2.000 ACRE| 1000.00000 2000.00| 1000.00000 2000.00| 900.00000 1800.00 Mulching, Class A, Type 1 | | | 0270 665F000 100.000 EACH| 5.00000 500.00| 4.25000 425.00| 5.00000 500.00 Hay Bales | | | 0280 665J000 300.000 LF | 6.00000 1800.00| 4.75000 1425.00| 4.00000 1200.00 Silt Fence, Type A | | | 0290 680A000 LUMP| 18000.00000 18000.00| 8500.00000 8500.00| 10000.00000 10000.00 Engineering Controls | | | 0300 701A031 1.000 MILE| 900.00000 900.00| 1600.00000 1600.00| 1650.00000 1650.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0310 701A035 1.000 MILE| 1100.00000 1100.00| 1600.00000 1600.00| 1800.00000 1800.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0320 701C001 1.000 MILE| 350.00000 350.00| 1000.00000 1000.00| 450.00000 450.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 025 -7 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030926025 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23044 |( 5 ) 03071 |( 6 ) 16048 |WARE CONSTRUCTION CO., INC. |CHRISTOPHER PLUMBING & ELEC |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 705A037 20.000 EACH| 5.00000 100.00| 10.00000 200.00| 5.00000 100.00 Pavement Markers, Class A-H, Type 2-D | | | 0340 740B000 141.000 SQFT| 14.00000 1974.00| 12.00000 1692.00| 8.00000 1128.00 Construction Signs | | | 0350 740F002 8.000 EACH| 365.00000 2920.00| 300.00000 2400.00| 195.00000 1560.00 Barricades, Type III | | | 0360 740I005 4.000 EACH| 500.00000 2000.00| 385.00000 1540.00| 350.00000 1400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 390,415.16| $ 393,410.25| $ 400,655.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 390,415.16| $ 393,410.25| $ 400,655.11 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 025 -8 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030926025 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 7 ) 23025 |( ) |( ) |WRIGHT BROTHERS CONSTRUCTIO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 35000.00000 35000.00| | Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 25000.00000 25000.00| | Removal Of Old Bridge, Station 11+52.23 | | | 0030 206D000 64.000 LF | 10.00000 640.00| | Removing Pipe | | | 0040 210A000 100.000 CUYD| 25.00000 2500.00| | Unclassified Excavation | | | 0050 210D001 2909.000 CUYD| 18.00000 52362.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 600.000 CUYD| 25.00000 15000.00| | Structure Excavation | | | 0070 214B001 215.000 CUYD| 40.00000 8600.00| | Foundation Backfill, Commercial | | | 0080 230A000 7.000 RBST| 945.00000 6615.00| | Roadbed Processing | | | 0090 301A012 1815.000 SQYD| 9.00000 16335.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1689.000 SQYD| 1.40000 2364.60| | Bituminous Treatment A | | | 0110 405A000 51.000 GAL | 4.20000 214.20| | Tack Coat | | | 0120 424A340 88.000 TON | 102.00000 8976.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424B637 245.000 TON | 73.50000 18007.50| | Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B642 50.000 TON | 73.50000 3675.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 025 -9 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030926025 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 7 ) 23025 |( ) |( ) |WRIGHT BROTHERS CONSTRUCTIO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 430B043 73.000 TON | 47.25000 3449.25| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0160 502A000 70750.000 LB | 0.60000 42450.00| | Steel Reinforcement | | | 0170 524A010 289.000 CUYD| 385.00000 111265.00| | Culvert Concrete | | | 0180 535A002 120.000 LF | 45.00000 5400.00| | 24" Side Drain Pipe | | | 0190 600A000 LUMP| 22000.00000 22000.00| | Mobilization | | | 0200 602A000 12.000 EACH| 125.00000 1500.00| | Right Of Way Markers | | | 0210 610C001 464.000 TON | 30.00000 13920.00| | Loose Riprap, Class 2 | | | 0220 610D000 365.000 SQYD| 4.00000 1460.00| | Filter Blanket | | | 0230 619A102 6.000 EACH| 550.00000 3300.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0240 650A000 694.000 CUYD| 15.00000 10410.00| | Topsoil | | | 0250 652A053 2.000 ACRE| 840.00000 1680.00| | Seeding (Mix 1E) | | | 0260 656A000 2.000 ACRE| 840.00000 1680.00| | Mulching, Class A, Type 1 | | | 0270 665F000 100.000 EACH| 8.00000 800.00| | Hay Bales | | | 0280 665J000 300.000 LF | 6.00000 1800.00| | Silt Fence, Type A | | | 0290 680A000 LUMP| 15000.00000 15000.00| | Engineering Controls | | | 0300 701A031 1.000 MILE| 1000.00000 1000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0310 701A035 1.000 MILE| 1000.00000 1000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0320 701C001 1.000 MILE| 1000.00000 1000.00| | Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 025 -10 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030926025 COUNTIES : CALHOUN LETTING DATE : 09/26/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 7 ) 23025 |( ) |( ) |WRIGHT BROTHERS CONSTRUCTIO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 705A037 20.000 EACH| 8.00000 160.00| | Pavement Markers, Class A-H, Type 2-D | | | 0340 740B000 141.000 SQFT| 10.00000 1410.00| | Construction Signs | | | 0350 740F002 8.000 EACH| 250.00000 2000.00| | Barricades, Type III | | | 0360 740I005 4.000 EACH| 150.00000 600.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 438,573.55| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 438,573.55| $ 0.00| $ =================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20030926029 COUNTIES : COLBERT LETTING DATE : 09/26/03 10:00 AM DIVISION : 02 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1700(206) for constructing the Bridge Culvert and Approaches on C.R.#27 over Mulberry Creek east of Cherokee. Length - 0.330 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 304,357.47 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 355,166.50 116.6939% 3 19074 S & M EQUIPMENT CO., INC. $ 367,982.00 120.9045% 4 01087 APAC-SOUTHEAST, INC. $ 379,182.06 124.5844% 5 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 399,032.86 131.1066% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030926029 COUNTIES : COLBERT LETTING DATE : 09/26/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07048 |( 3 ) 19074 |TRI-COUNTY CONCRETE CONSTRU |GLASGOW CONSTRUCTION CO., I |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 14000.00000 14000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 21+56.14 | | | 0030 210A000 2498.000 CUYD| 2.50000 6245.00| 5.00000 12490.00| 3.00000 7494.00 Unclassified Excavation | | | 0040 210D000 6937.000 CUYD| 5.00000 34685.00| 6.00000 41622.00| 8.50000 58964.50 Borrow Excavation | | | 0050 214A000 599.000 CUYD| 5.00000 2995.00| 20.00000 11980.00| 7.00000 4193.00 Structure Excavation | | | 0060 214B001 198.000 CUYD| 16.50000 3267.00| 20.00000 3960.00| 28.00000 5544.00 Foundation Backfill, Commercial | | | 0070 301A004 1556.000 SQYD| 3.50000 5446.00| 3.00000 4668.00| 2.60000 4045.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301A008 12034.000 SQYD| 4.00000 48136.00| 3.00000 36102.00| 2.85000 34296.90 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0090 401A000 3775.000 SQYD| 0.75000 2831.25| 0.65000 2453.75| 0.65000 2453.75 Bituminous Treatment A | | | 0100 405A000 117.000 GAL | 1.25000 146.25| 1.25000 146.25| 1.25000 146.25 Tack Coat | | | 0110 429A201 297.000 TON | 44.21000 13130.37| 45.00000 13365.00| 45.00000 13365.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 540.000 TON | 33.14000 17895.60| 40.00000 21600.00| 40.00000 21600.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B017 25.000 TON | 14.00000 350.00| 20.00000 500.00| 20.00000 500.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0140 502A000 54350.000 LB | 0.50000 27175.00| 0.45000 24457.50| 0.55000 29892.50 Steel Reinforcement | | | 0150 524A011 276.000 CUYD| 225.00000 62100.00| 250.00000 69000.00| 275.00000 75900.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030926029 COUNTIES : COLBERT LETTING DATE : 09/26/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07048 |( 3 ) 19074 |TRI-COUNTY CONCRETE CONSTRU |GLASGOW CONSTRUCTION CO., I |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 530A103 18.000 LF | 50.00000 900.00| 45.00000 810.00| 55.00000 990.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0170 600A000 LUMP| 13500.00000 13500.00| 11500.00000 11500.00| 21350.00000 21350.00 Mobilization | | | 0180 610C001 1122.000 TON | 14.00000 15708.00| 30.00000 33660.00| 25.00000 28050.00 Loose Riprap, Class 2 | | | 0190 610D003 1136.000 SQYD| 2.00000 2272.00| 2.00000 2272.00| 2.75000 3124.00 Filter Blanket, Geotextile | | | 0200 614A000 33.000 CUYD| 225.00000 7425.00| 250.00000 8250.00| 225.00000 7425.00 Slope Paving | | | 0210 619A004 2.000 EACH| 750.00000 1500.00| 800.00000 1600.00| 500.00000 1000.00 30" Roadway Pipe End Treatment, Class 1 | | | 0220 650A000 466.000 CUYD| 5.00000 2330.00| 10.00000 4660.00| 10.00000 4660.00 Topsoil | | | 0230 652A053 2.000 ACRE| 750.00000 1500.00| 500.00000 1000.00| 850.00000 1700.00 Seeding (Mix 1E) | | | 0240 656A001 2.000 ACRE| 750.00000 1500.00| 500.00000 1000.00| 850.00000 1700.00 Mulching, Class A, Type 2 | | | 0250 665F000 66.000 EACH| 10.00000 660.00| 10.00000 660.00| 5.00000 330.00 Hay Bales | | | 0260 665J000 575.000 LF | 10.00000 5750.00| 6.00000 3450.00| 4.50000 2587.50 Silt Fence, Type A | | | 0270 680A000 LUMP| 4500.00000 4500.00| 11000.00000 11000.00| 15000.00000 15000.00 Engineering Controls | | | 0280 701A004 1.000 MILE| 750.00000 750.00| 800.00000 800.00| 750.00000 750.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0290 701A012 1.000 MILE| 750.00000 750.00| 800.00000 800.00| 750.00000 750.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0300 701C001 1.000 MILE| 750.00000 750.00| 800.00000 800.00| 750.00000 750.00 Solid Temporary Traffic Stripe | | | 0310 740B000 240.000 SQFT| 9.00000 2160.00| 10.00000 2400.00| 8.50000 2040.00 Construction Signs | | | 0320 740F002 10.000 EACH| 250.00000 2500.00| 200.00000 2000.00| 185.00000 1850.00 Barricades, Type III | | | 0330 740I005 2.000 EACH| 250.00000 500.00| 80.00000 160.00| 265.00000 530.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 304,357.47| $ 355,166.50| $ 367,982.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 304,357.47| $ 355,166.50| $ 367,982.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030926029 COUNTIES : COLBERT LETTING DATE : 09/26/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( 5 ) 18036 |( ) |APAC-SOUTHEAST, INC. |RILEY BRIDGE & ENGINEERING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 5934.94000 5934.94| 6400.00000 6400.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 5670.00000 5670.00| 8500.00000 8500.00| Removal Of Old Bridge, Station 21+56.14 | | | 0030 210A000 2498.000 CUYD| 5.98000 14938.04| 6.57000 16411.86| Unclassified Excavation | | | 0040 210D000 6937.000 CUYD| 7.89000 54732.93| 8.60000 59658.20| Borrow Excavation | | | 0050 214A000 599.000 CUYD| 28.35000 16981.65| 21.00000 12579.00| Structure Excavation | | | 0060 214B001 198.000 CUYD| 22.68000 4490.64| 22.00000 4356.00| Foundation Backfill, Commercial | | | 0070 301A004 1556.000 SQYD| 4.00000 6224.00| 4.36000 6784.16| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301A008 12034.000 SQYD| 3.72000 44766.48| 4.00000 48136.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0090 401A000 3775.000 SQYD| 0.46000 1736.50| 0.50000 1887.50| Bituminous Treatment A | | | 0100 405A000 117.000 GAL | 1.11000 129.87| 1.20000 140.40| Tack Coat | | | 0110 429A201 297.000 TON | 44.21000 13130.37| 48.00000 14256.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 540.000 TON | 33.14000 17895.60| 36.00000 19440.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B017 25.000 TON | 14.80000 370.00| 22.00000 550.00| Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0140 502A000 54350.000 LB | 0.57000 30979.50| 0.48000 26088.00| Steel Reinforcement | | | 0150 524A011 276.000 CUYD| 311.85000 86070.60| 285.00000 78660.00| Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 029 -5 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030926029 COUNTIES : COLBERT LETTING DATE : 09/26/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( 5 ) 18036 |( ) |APAC-SOUTHEAST, INC. |RILEY BRIDGE & ENGINEERING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 530A103 18.000 LF | 105.62000 1901.16| 52.00000 936.00| 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0170 600A000 LUMP| 11144.48000 11144.48| 21500.00000 21500.00| Mobilization | | | 0180 610C001 1122.000 TON | 19.57000 21957.54| 20.57000 23079.54| Loose Riprap, Class 2 | | | 0190 610D003 1136.000 SQYD| 1.18000 1340.48| 3.20000 3635.20| Filter Blanket, Geotextile | | | 0200 614A000 33.000 CUYD| 283.50000 9355.50| 295.00000 9735.00| Slope Paving | | | 0210 619A004 2.000 EACH| 1099.24000 2198.48| 825.00000 1650.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0220 650A000 466.000 CUYD| 16.95000 7898.70| 18.00000 8388.00| Topsoil | | | 0230 652A053 2.000 ACRE| 1026.00000 2052.00| 800.00000 1600.00| Seeding (Mix 1E) | | | 0240 656A001 2.000 ACRE| 810.00000 1620.00| 800.00000 1600.00| Mulching, Class A, Type 2 | | | 0250 665F000 66.000 EACH| 14.28000 942.48| 7.00000 462.00| Hay Bales | | | 0260 665J000 575.000 LF | 5.24000 3013.00| 5.00000 2875.00| Silt Fence, Type A | | | 0270 680A000 LUMP| 5200.72000 5200.72| 9900.00000 9900.00| Engineering Controls | | | 0280 701A004 1.000 MILE| 810.00000 810.00| 875.00000 875.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0290 701A012 1.000 MILE| 810.00000 810.00| 875.00000 875.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0300 701C001 1.000 MILE| 810.00000 810.00| 875.00000 875.00| Solid Temporary Traffic Stripe | | | 0310 740B000 240.000 SQFT| 7.94000 1905.60| 10.00000 2400.00| Construction Signs | | | 0320 740F002 10.000 EACH| 162.00000 1620.00| 400.00000 4000.00| Barricades, Type III | | | 0330 740I005 2.000 EACH| 275.40000 550.80| 400.00000 800.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 379,182.06| $ 399,032.86| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 379,182.06| $ 399,032.86| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20030926030 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 CONTRACT TIME : 130 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2400(203) for constructing the Bridge Replacement and Roadway Relocation on C.R.#182 over Bogue Chitto Creek northwest of Orrville. Length - 0.558 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 1,228,515.50 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 1,295,729.99 105.4712% 3 02088 B & B ENGINEERING & DESIGN $ 1,309,927.00 106.6268% 4 13099 MCINNIS, LLC $ 1,361,191.38 110.7997% 5 18024 RACON, INC. $ 1,414,597.26 115.1469% 6 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,469,626.57 119.6262% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030926030 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 02088 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |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 201A000 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| 69000.00000 69000.00 Clearing & Grubbing (Approximately 7 | | | Acres) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 40000.00000 40000.00 Removal Of Old Bridge, Station 18+53.48 | | | 0030 206D000 53.000 LF | 10.00000 530.00| 12.00000 636.00| 5.00000 265.00 Removing Pipe | | | 0040 209A000 3.000 EACH| 100.00000 300.00| 75.00000 225.00| 100.00000 300.00 Mailbox Reset, Single | | | 0050 210A000 8060.000 CUYD| 4.50000 36270.00| 2.95000 23777.00| 5.00000 40300.00 Unclassified Excavation | | | 0060 210D021 37317.000 CUYD| 7.00000 261219.00| 5.89000 219797.13| 5.00000 186585.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0070 214A000 47.000 CUYD| 10.00000 470.00| 5.00000 235.00| 10.00000 470.00 Structure Excavation | | | 0080 214B001 14.000 CUYD| 25.00000 350.00| 25.00000 350.00| 30.00000 420.00 Foundation Backfill, Commercial | | | 0090 230A000 26.000 RBST| 110.00000 2860.00| 175.00000 4550.00| 300.00000 7800.00 Roadbed Processing | | | 0100 301A102 5160.000 SQYD| 3.00000 15480.00| 4.75000 24510.00| 4.00000 20640.00 Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0110 502A000 69200.000 LB | 0.55000 38060.00| 0.50000 34600.00| 0.50000 34600.00 Steel Reinforcement | | | 0120 502B000 LUMP| 50000.00000 50000.00| 21800.00000 21800.00| 45000.00000 45000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 19+20.00, APPROX 88,| | | 800 LBS | | | 0130 505M002 550.000 LF | 24.50000 13475.00| 18.00000 9900.00| 25.00000 13750.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0140 506A000 336.000 LF | 230.00000 77280.00| 200.00000 67200.00| 350.00000 117600.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0150 506C023 336.000 LF | 68.00000 22848.00| 55.00000 18480.00| 150.00000 50400.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030926030 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 02088 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 506F001 36.000 LF | 185.00000 6660.00| 135.00000 4860.00| 200.00000 7200.00 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0170 508A000 7110.000 LB | 2.00000 14220.00| 4.00000 28440.00| 4.00000 28440.00 Structural Steel | | | 0180 510A000 179.000 CUYD| 370.00000 66230.00| 700.00000 125300.00| 415.00000 74285.00 Bridge Substructure Concrete, Class A | | | 0190 510C051 LUMP| 185000.00000 185000.00| 227400.00000 227400.00| 177000.00000 177000.00 Bridge Concrete Superstructure, STA | | | 19+20.00, APPROX 354 CU YDS | | | 0200 510E000 1000.000 SQYD| 2.40000 2400.00| 2.42000 2420.00| 6.00000 6000.00 Grooving Concrete Bridge Decks | | | 0210 511A051 16.000 EACH| 135.00000 2160.00| 150.00000 2400.00| 125.00000 2000.00 Elastomeric Bearing Type 2(Mark B2) | | | 0220 511A052 24.000 EACH| 90.00000 2160.00| 150.00000 3600.00| 150.00000 3600.00 Elastomeric Bearing Type 2(Mark B3) | | | 0230 513B004 468.000 LF | 81.00000 37908.00| 75.00000 35100.00| 70.00000 32760.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0240 513B005 1011.000 LF | 110.00000 111210.00| 110.00000 111210.00| 115.00000 116265.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0250 530A003 44.000 LF | 50.00000 2200.00| 36.00000 1584.00| 42.00000 1848.00 30" Roadway Pipe (Class 3 R.C.) | | | 0260 535A080 304.000 LF | 20.50000 6232.00| 22.00000 6688.00| 22.00000 6688.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0270 600A000 LUMP| 72000.00000 72000.00| 138035.11000 138035.11| 70000.00000 70000.00 Mobilization | | | 0280 610C001 2342.000 TON | 19.50000 45669.00| 23.00000 53866.00| 25.00000 58550.00 Loose Riprap, Class 2 | | | 0290 610D000 2472.000 SQYD| 3.25000 8034.00| 1.80000 4449.60| 2.50000 6180.00 Filter Blanket | | | 0300 619A004 2.000 EACH| 525.00000 1050.00| 475.00000 950.00| 5.50000 11.00 30" Roadway Pipe End Treatment, Class 1 | | | 0310 619A101 10.000 EACH| 210.00000 2100.00| 295.00000 2950.00| 300.00000 3000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 630A001 213.000 LF | 11.50000 2449.50| 11.00000 2343.00| 22.00000 4686.00 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030926030 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 02088 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 630C003 4.000 EACH| 1000.00000 4000.00| 910.00000 3640.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0340 630C050 4.000 EACH| 1600.00000 6400.00| 1425.00000 5700.00| 1500.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0350 635B001 5.000 EACH| 1000.00000 5000.00| 250.00000 1250.00| 400.00000 2000.00 Gate, 14 Feet Wide | | | 0360 636A000 4350.000 LF | 4.00000 17400.00| 3.75000 16312.50| 4.50000 19575.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0370 650B000 3471.000 CUYD| 4.00000 13884.00| 4.95000 17181.45| 3.00000 10413.00 Topsoil From Stockpiles | | | 0380 652A056 8.000 ACRE| 500.00000 4000.00| 525.00000 4200.00| 600.00000 4800.00 Seeding (Mix 2E) | | | 0390 656A001 8.000 ACRE| 500.00000 4000.00| 495.00000 3960.00| 600.00000 4800.00 Mulching, Class A, Type 2 | | | 0400 665F000 500.000 EACH| 22.00000 11000.00| 5.00000 2500.00| 10.00000 5000.00 Hay Bales | | | 0410 665J000 6102.000 LF | 4.50000 27459.00| 4.10000 25018.20| 3.00000 18306.00 Silt Fence, Type A | | | 0420 680A000 LUMP| 2500.00000 2500.00| 16000.00000 16000.00| 5000.00000 5000.00 Engineering Controls | | | 0430 740B000 129.000 SQFT| 12.00000 1548.00| 8.00000 1032.00| 10.00000 1290.00 Construction Signs | | | 0440 740F002 4.000 EACH| 750.00000 3000.00| 170.00000 680.00| 200.00000 800.00 Barricades, Type III | | | 0450 740I005 2.000 EACH| 750.00000 1500.00| 300.00000 600.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,228,515.50| $ 1,295,729.99| $ 1,309,927.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,228,515.50| $ 1,295,729.99| $ 1,309,927.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 030 -5 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030926030 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 01007 |MCINNIS, LLC |RACON, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 69000.00000 69000.00| 25000.00000 25000.00| 61000.00000 61000.00 Clearing & Grubbing (Approximately 7 | | | Acres) | | | 0020 206A000 LUMP| 23151.00000 23151.00| 20000.00000 20000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 18+53.48 | | | 0030 206D000 53.000 LF | 10.00000 530.00| 8.00000 424.00| 6.00000 318.00 Removing Pipe | | | 0040 209A000 3.000 EACH| 100.00000 300.00| 250.00000 750.00| 100.00000 300.00 Mailbox Reset, Single | | | 0050 210A000 8060.000 CUYD| 3.50000 28210.00| 2.50000 20150.00| 2.25000 18135.00 Unclassified Excavation | | | 0060 210D021 37317.000 CUYD| 6.60000 246292.20| 5.75000 214572.75| 9.45000 352645.65 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0070 214A000 47.000 CUYD| 10.00000 470.00| 10.00000 470.00| 6.00000 282.00 Structure Excavation | | | 0080 214B001 14.000 CUYD| 25.00000 350.00| 30.00000 420.00| 30.00000 420.00 Foundation Backfill, Commercial | | | 0090 230A000 26.000 RBST| 100.00000 2600.00| 350.00000 9100.00| 350.00000 9100.00 Roadbed Processing | | | 0100 301A102 5160.000 SQYD| 3.00000 15480.00| 3.25000 16770.00| 5.00000 25800.00 Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0110 502A000 69200.000 LB | 0.75000 51900.00| 0.69000 47748.00| 0.50000 34600.00 Steel Reinforcement | | | 0120 502B000 LUMP| 67000.00000 67000.00| 62980.44000 62980.44| 50000.00000 50000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 19+20.00, APPROX 88,| | | 800 LBS | | | 0130 505M002 550.000 LF | 25.00000 13750.00| 26.31000 14470.50| 22.00000 12100.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0140 506A000 336.000 LF | 200.00000 67200.00| 362.25000 121716.00| 215.00000 72240.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0150 506C023 336.000 LF | 55.00000 18480.00| 159.72000 53665.92| 60.00000 20160.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 030 -6 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030926030 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 01007 |MCINNIS, LLC |RACON, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 506F001 36.000 LF | 135.00000 4860.00| 221.67000 7980.12| 140.00000 5040.00 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0170 508A000 7110.000 LB | 4.00000 28440.00| 4.46000 31710.60| 4.00000 28440.00 Structural Steel | | | 0180 510A000 179.000 CUYD| 400.00000 71600.00| 424.79000 76037.41| 300.00000 53700.00 Bridge Substructure Concrete, Class A | | | 0190 510C051 LUMP| 230000.00000 230000.00| 235200.24000 235200.24| 160000.00000 160000.00 Bridge Concrete Superstructure, STA | | | 19+20.00, APPROX 354 CU YDS | | | 0200 510E000 1000.000 SQYD| 4.00000 4000.00| 4.38000 4380.00| 1.70000 1700.00 Grooving Concrete Bridge Decks | | | 0210 511A051 16.000 EACH| 75.00000 1200.00| 116.79000 1868.64| 200.00000 3200.00 Elastomeric Bearing Type 2(Mark B2) | | | 0220 511A052 24.000 EACH| 100.00000 2400.00| 116.79000 2802.96| 300.00000 7200.00 Elastomeric Bearing Type 2(Mark B3) | | | 0230 513B004 468.000 LF | 85.00000 39780.00| 72.44000 33901.92| 85.00000 39780.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0240 513B005 1011.000 LF | 95.00000 96045.00| 88.87000 89847.57| 100.00000 101100.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0250 530A003 44.000 LF | 42.44000 1867.36| 50.00000 2200.00| 35.00000 1540.00 30" Roadway Pipe (Class 3 R.C.) | | | 0260 535A080 304.000 LF | 19.44000 5909.76| 25.00000 7600.00| 19.00000 5776.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0270 600A000 LUMP| 104500.00000 104500.00| 130000.00000 130000.00| 173500.00000 173500.00 Mobilization | | | 0280 610C001 2342.000 TON | 19.68000 46090.56| 21.00000 49182.00| 21.00000 49182.00 Loose Riprap, Class 2 | | | 0290 610D000 2472.000 SQYD| 3.00000 7416.00| 2.50000 6180.00| 2.00000 4944.00 Filter Blanket | | | 0300 619A004 2.000 EACH| 500.00000 1000.00| 850.00000 1700.00| 800.00000 1600.00 30" Roadway Pipe End Treatment, Class 1 | | | 0310 619A101 10.000 EACH| 200.00000 2000.00| 600.00000 6000.00| 590.00000 5900.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 630A001 213.000 LF | 21.00000 4473.00| 12.85000 2737.05| 15.00000 3195.00 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 030 -7 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030926030 COUNTIES : DALLAS LETTING DATE : 09/26/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 01007 |MCINNIS, LLC |RACON, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 630C003 4.000 EACH| 950.00000 3800.00| 1108.00000 4432.00| 1200.00000 4800.00 Guardrail End Anchor, Type 13 | | | 0340 630C050 4.000 EACH| 1300.00000 5200.00| 1750.00000 7000.00| 1400.00000 5600.00 Guardrail End Anchor, Type 20 Series | | | 0350 635B001 5.000 EACH| 600.00000 3000.00| 515.00000 2575.00| 165.00000 825.00 Gate, 14 Feet Wide | | | 0360 636A000 4350.000 LF | 4.00000 17400.00| 4.50000 19575.00| 6.19000 26926.50 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0370 650B000 3471.000 CUYD| 3.50000 12148.50| 3.00000 10413.00| 4.73000 16417.83 Topsoil From Stockpiles | | | 0380 652A056 8.000 ACRE| 500.00000 4000.00| 645.00000 5160.00| 600.00000 4800.00 Seeding (Mix 2E) | | | 0390 656A001 8.000 ACRE| 500.00000 4000.00| 525.00000 4200.00| 500.00000 4000.00 Mulching, Class A, Type 2 | | | 0400 665F000 500.000 EACH| 20.00000 10000.00| 5.00000 2500.00| 5.00000 2500.00 Hay Bales | | | 0410 665J000 6102.000 LF | 4.00000 24408.00| 2.00000 12204.00| 2.00000 12204.00 Silt Fence, Type A | | | 0420 680A000 LUMP| 18000.00000 18000.00| 46080.00000 46080.00| 65000.00000 65000.00 Engineering Controls | | | 0430 740B000 129.000 SQFT| 10.00000 1290.00| 11.66000 1504.14| 10.71000 1381.59 Construction Signs | | | 0440 740F002 4.000 EACH| 250.00000 1000.00| 245.00000 980.00| 214.00000 856.00 Barricades, Type III | | | 0450 740I005 2.000 EACH| 325.00000 650.00| 204.00000 408.00| 709.00000 1418.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,361,191.38| $ 1,414,597.26| $ 1,469,626.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,361,191.38| $ 1,414,597.26| $ 1,469,626.57 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20030926031 COUNTIES : DEKALB LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2500(205) for constructing the Bridge Replacement (Precast) on C.R.#104 over Scarham Creek northwest of Crossville. Length 0.022 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19037 SIMPSON BRIDGE COMPANY, INC. $ 283,595.60 100.0000% 2 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 287,619.60 101.4189% 3 19121 BOB SMITH CONSTRUCTION, INC. $ 305,138.00 107.5962% 4 02088 B & B ENGINEERING & DESIGN $ 318,902.00 112.4496% 5 01007 ALABAMA BRIDGE BUILDERS, INC. $ 322,595.06 113.7518% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030926031 COUNTIES : DEKALB LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 23025 |( 3 ) 19121 |SIMPSON BRIDGE COMPANY, INC |WRIGHT BROTHERS CONSTRUCTIO |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 206A000 LUMP| 55280.00000 55280.00| 38000.00000 38000.00| 13440.00000 13440.00 Removal Of Old Bridge, Station 22+80.73 | | | 0020 210A000 200.000 CUYD| 10.00000 2000.00| 12.00000 2400.00| 10.00000 2000.00 Unclassified Excavation | | | 0030 502A000 72.000 LB | 0.90000 64.80| 4.00000 288.00| 10.00000 720.00 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 240.00000 240.00| 500.00000 500.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 250.00000 250.00| 200.00000 200.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505G003 34.000 EACH| 1.00000 34.00| 100.00000 3400.00| 175.00000 5950.00 Pile Points (Type A, 12") | | | 0070 505M002 1100.000 LF | 10.20000 11220.00| 22.00000 24200.00| 41.00000 45100.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 2.000 EACH| 2013.00000 4026.00| 2375.00000 4750.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0090 508A000 3056.000 LB | 1.82000 5561.92| 1.35000 4125.60| 3.00000 9168.00 Structural Steel | | | 0100 510A000 12.000 CUYD| 570.00000 6840.00| 650.00000 7800.00| 350.00000 4200.00 Bridge Substructure Concrete, Class A | | | 0110 511A000 44.000 EACH| 54.39000 2393.16| 65.00000 2860.00| 50.00000 2200.00 Elastomeric Bearings, Type 1 | | | 0120 512A014 2.000 EACH| 4134.00000 8268.00| 3685.00000 7370.00| 2950.00000 5900.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512B004 2.000 EACH| 4411.00000 8822.00| 3985.00000 7970.00| 3050.00000 6100.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0140 512C017 18.000 EACH| 3323.00000 59814.00| 3700.00000 66600.00| 3450.00000 62100.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0150 512C025 6.000 EACH| 3774.00000 22644.00| 4190.00000 25140.00| 3850.00000 23100.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030926031 COUNTIES : DEKALB LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 23025 |( 3 ) 19121 |SIMPSON BRIDGE COMPANY, INC |WRIGHT BROTHERS CONSTRUCTIO |BOB SMITH CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D025 2.000 EACH| 3410.00000 6820.00| 3680.00000 7360.00| 3450.00000 6900.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0170 512D030 4.000 EACH| 3382.00000 13528.00| 3615.00000 14460.00| 3350.00000 13400.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0180 512E001 16.000 EACH| 465.00000 7440.00| 511.00000 8176.00| 750.00000 12000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0190 512F001 8.000 EACH| 511.00000 4088.00| 638.00000 5104.00| 850.00000 6800.00 Precast Concrete Wing Panels, Type W2 | | | 0200 512G000 4.000 EACH| 459.00000 1836.00| 600.00000 2400.00| 850.00000 3400.00 Precast Concrete Abutment Wing Cap Pane | | | 0210 600A000 LUMP| 25500.00000 25500.00| 25000.00000 25000.00| 40000.00000 40000.00 Mobilization | | | 0220 610C001 268.000 TON | 19.50000 5226.00| 25.00000 6700.00| 25.00000 6700.00 Loose Riprap, Class 2 | | | 0230 610D000 212.000 SQYD| 4.75000 1007.00| 4.00000 848.00| 3.50000 742.00 Filter Blanket | | | 0240 630C003 4.000 EACH| 1236.00000 4944.00| 1260.00000 5040.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1236.00000 4944.00| 1260.00000 5040.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0260 665F000 194.000 EACH| 6.00000 1164.00| 5.00000 970.00| 6.00000 1164.00 Hay Bales | | | 0270 665J000 578.000 LF | 4.00000 2312.00| 4.00000 2312.00| 3.00000 1734.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 12400.00000 12400.00| 4000.00000 4000.00| 6000.00000 6000.00 Engineering Controls | | | 0290 740B000 282.000 SQFT| 7.46000 2103.72| 8.00000 2256.00| 10.00000 2820.00 Construction Signs | | | 0300 740F002 10.000 EACH| 155.00000 1550.00| 160.00000 1600.00| 250.00000 2500.00 Barricades, Type III | | | 0310 740I005 5.000 EACH| 255.00000 1275.00| 150.00000 750.00| 200.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 283,595.60| $ 287,619.60| $ 305,138.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 283,595.60| $ 287,619.60| $ 305,138.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030926031 COUNTIES : DEKALB LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 02088 |( 5 ) 01007 |( ) |B & B ENGINEERING & DESIGN |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| 47500.00000 47500.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 22+80.73 | | | 0020 210A000 200.000 CUYD| 5.00000 1000.00| 15.00000 3000.00| Unclassified Excavation | | | 0030 502A000 72.000 LB | 2.00000 144.00| 2.00000 144.00| Steel Reinforcement | | | 0040 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) | | | 0050 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) | | | 0060 505G003 34.000 EACH| 125.00000 4250.00| 100.00000 3400.00| Pile Points (Type A, 12") | | | 0070 505M002 1100.000 LF | 25.00000 27500.00| 20.00000 22000.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 2.000 EACH| 1500.00000 3000.00| 3500.00000 7000.00| Wire Rope Abutment Anchor Assembly | | | 0090 508A000 3056.000 LB | 4.00000 12224.00| 2.50000 7640.00| Structural Steel | | | 0100 510A000 12.000 CUYD| 450.00000 5400.00| 250.00000 3000.00| Bridge Substructure Concrete, Class A | | | 0110 511A000 44.000 EACH| 50.00000 2200.00| 150.00000 6600.00| Elastomeric Bearings, Type 1 | | | 0120 512A014 2.000 EACH| 3300.00000 6600.00| 3000.00000 6000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512B004 2.000 EACH| 3600.00000 7200.00| 3000.00000 6000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0140 512C017 18.000 EACH| 4000.00000 72000.00| 3000.00000 54000.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0150 512C025 6.000 EACH| 4200.00000 25200.00| 3000.00000 18000.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030926031 COUNTIES : DEKALB LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 02088 |( 5 ) 01007 |( ) |B & B ENGINEERING & DESIGN |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D025 2.000 EACH| 3600.00000 7200.00| 3000.00000 6000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0170 512D030 4.000 EACH| 3400.00000 13600.00| 3000.00000 12000.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0180 512E001 16.000 EACH| 450.00000 7200.00| 3000.00000 48000.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0190 512F001 8.000 EACH| 550.00000 4400.00| 3000.00000 24000.00| Precast Concrete Wing Panels, Type W2 | | | 0200 512G000 4.000 EACH| 500.00000 2000.00| 1000.00000 4000.00| Precast Concrete Abutment Wing Cap Pane | | | 0210 600A000 LUMP| 35000.00000 35000.00| 37500.00000 37500.00| Mobilization | | | 0220 610C001 268.000 TON | 25.00000 6700.00| 25.00000 6700.00| Loose Riprap, Class 2 | | | 0230 610D000 212.000 SQYD| 3.00000 636.00| 5.00000 1060.00| Filter Blanket | | | 0240 630C003 4.000 EACH| 1300.00000 5200.00| 1200.00000 4800.00| Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1300.00000 5200.00| 1400.00000 5600.00| Guardrail End Anchor, Type 10 Series | | | 0260 665F000 194.000 EACH| 6.00000 1164.00| 5.00000 970.00| Hay Bales | | | 0270 665J000 578.000 LF | 6.00000 3468.00| 10.00000 5780.00| Silt Fence, Type A | | | 0280 680A000 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| Engineering Controls | | | 0290 740B000 282.000 SQFT| 13.00000 3666.00| 9.33000 2631.06| Construction Signs | | | 0300 740F002 10.000 EACH| 300.00000 3000.00| 200.00000 2000.00| Barricades, Type III | | | 0310 740I005 5.000 EACH| 250.00000 1250.00| 154.00000 770.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 318,902.00| $ 322,595.06| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 318,902.00| $ 322,595.06| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20030926032 COUNTIES : ETOWAH LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2800(203) for constructing the Bridge Replacements (2 Precast) on ACGBBR-2821(200) Nichols Road at the Locust Fork of the Black Warrior River east of Altoona and on Tidmore Bend Road at Henley Creek east of Gadsden. Length 0.049 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 598,344.00 100.0000% 2 19121 BOB SMITH CONSTRUCTION, INC. $ 615,676.00 102.8967% 3 02088 B & B ENGINEERING & DESIGN $ 623,630.00 104.2260% 4 16032 PRICHARD CONSTRUCTION COMPANY $ 634,651.25 106.0680% 5 19037 SIMPSON BRIDGE COMPANY, INC. $ 634,670.21 106.0711% 6 01007 ALABAMA BRIDGE BUILDERS, INC. $ 739,213.98 123.5433% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030926032 COUNTIES : ETOWAH LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19121 |( 3 ) 02088 |WRIGHT BROTHERS CONSTRUCTIO |BOB SMITH CONSTRUCTION, INC |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 25000.00000 25000.00| 17920.00000 17920.00| 54000.00000 54000.00 Removal Of Old Bridge, Station 6+83.80 | | | 0020 206A001 LUMP| 30000.00000 30000.00| 11424.00000 11424.00| 58000.00000 58000.00 Removal Of Old Bridge, Station 4+95.00 | | | 0030 210A000 506.000 CUYD| 12.00000 6072.00| 10.00000 5060.00| 4.00000 2024.00 Unclassified Excavation | | | 0040 502A000 267.000 LB | 4.00000 1068.00| 10.00000 2670.00| 2.00000 534.00 Steel Reinforcement | | | 0050 505A032 2.000 EACH| 500.00000 1000.00| 2000.00000 4000.00| 2000.00000 4000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B102 2.000 EACH| 200.00000 400.00| 2000.00000 4000.00| 2000.00000 4000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M002 4015.000 LF | 31.00000 124465.00| 30.00000 120450.00| 15.00000 60225.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 4.000 EACH| 2250.00000 9000.00| 2000.00000 8000.00| 2000.00000 8000.00 Wire Rope Abutment Anchor Assembly | | | 0090 510A000 33.000 CUYD| 600.00000 19800.00| 350.00000 11550.00| 550.00000 18150.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 99.000 EACH| 65.00000 6435.00| 50.00000 4950.00| 50.00000 4950.00 Elastomeric Bearings, Type 1 | | | 0110 512A014 4.000 EACH| 3400.00000 13600.00| 2500.00000 10000.00| 3100.00000 12400.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0120 512B004 5.000 EACH| 3400.00000 17000.00| 2800.00000 14000.00| 3300.00000 16500.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512C004 18.000 EACH| 2875.00000 51750.00| 2700.00000 48600.00| 3300.00000 59400.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0140 512C007 6.000 EACH| 3000.00000 18000.00| 2800.00000 16800.00| 3400.00000 20400.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0150 512C017 24.000 EACH| 3350.00000 80400.00| 3100.00000 74400.00| 3700.00000 88800.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030926032 COUNTIES : ETOWAH LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19121 |( 3 ) 02088 |WRIGHT BROTHERS CONSTRUCTIO |BOB SMITH CONSTRUCTION, INC |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C025 8.000 EACH| 3795.00000 30360.00| 3500.00000 28000.00| 4100.00000 32800.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512D002 4.000 EACH| 2875.00000 11500.00| 2700.00000 10800.00| 3200.00000 12800.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 2.000 EACH| 2800.00000 5600.00| 2700.00000 5400.00| 3300.00000 6600.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512D025 4.000 EACH| 3350.00000 13400.00| 3100.00000 12400.00| 3700.00000 14800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0200 512D030 4.000 EACH| 3300.00000 13200.00| 3100.00000 12400.00| 3600.00000 14400.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0210 512E001 20.000 EACH| 475.00000 9500.00| 700.00000 14000.00| 550.00000 11000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0220 512E002 16.000 EACH| 525.00000 8400.00| 800.00000 12800.00| 600.00000 9600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0230 512F001 10.000 EACH| 588.00000 5880.00| 800.00000 8000.00| 650.00000 6500.00 Precast Concrete Wing Panels, Type W2 | | | 0240 512F002 8.000 EACH| 715.00000 5720.00| 900.00000 7200.00| 770.00000 6160.00 Precast Concrete Wing Panels, Type W3 | | | 0250 512G000 8.000 EACH| 560.00000 4480.00| 800.00000 6400.00| 600.00000 4800.00 Precast Concrete Abutment Wing Cap Pane | | | 0260 600A000 LUMP| 26000.00000 26000.00| 75000.00000 75000.00| 43000.00000 43000.00 Mobilization | | | 0270 610C001 763.000 TON | 26.00000 19838.00| 25.00000 19075.00| 20.00000 15260.00 Loose Riprap, Class 2 | | | 0280 610D003 602.000 SQYD| 4.00000 2408.00| 3.50000 2107.00| 2.00000 1204.00 Filter Blanket, Geotextile | | | 0290 630C003 8.000 EACH| 1150.00000 9200.00| 1250.00000 10000.00| 1300.00000 10400.00 Guardrail End Anchor, Type 13 | | | 0300 630C050 4.000 EACH| 1350.00000 5400.00| 1500.00000 6000.00| 1300.00000 5200.00 Guardrail End Anchor, Type 20 Series | | | 0310 630C070 4.000 EACH| 1250.00000 5000.00| 1500.00000 6000.00| 1300.00000 5200.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030926032 COUNTIES : ETOWAH LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19121 |( 3 ) 02088 |WRIGHT BROTHERS CONSTRUCTIO |BOB SMITH CONSTRUCTION, INC |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665F000 100.000 EACH| 7.00000 700.00| 6.00000 600.00| 5.00000 500.00 Hay Bales | | | 0330 665J000 320.000 LF | 4.00000 1280.00| 3.00000 960.00| 6.00000 1920.00 Silt Fence, Type A | | | 0340 680A000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 1000.00000 1000.00 Engineering Controls | | | 0350 740B000 331.000 SQFT| 8.00000 2648.00| 10.00000 3310.00| 13.00000 4303.00 Construction Signs | | | 0360 740F002 8.000 EACH| 160.00000 1280.00| 200.00000 1600.00| 200.00000 1600.00 Barricades, Type III | | | 0370 740I005 16.000 EACH| 160.00000 2560.00| 300.00000 4800.00| 200.00000 3200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 598,344.00| $ 615,676.00| $ 623,630.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 598,344.00| $ 615,676.00| $ 623,630.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030926032 COUNTIES : ETOWAH LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 19037 |( 6 ) 01007 |PRICHARD CONSTRUCTION COMPA |SIMPSON BRIDGE COMPANY, 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| 20000.00000 20000.00| 43000.00000 43000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 6+83.80 | | | 0020 206A001 LUMP| 20000.00000 20000.00| 42500.00000 42500.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 4+95.00 | | | 0030 210A000 506.000 CUYD| 8.50000 4301.00| 10.00000 5060.00| 15.00000 7590.00 Unclassified Excavation | | | 0040 502A000 267.000 LB | 2.25000 600.75| 0.90000 240.30| 2.00000 534.00 Steel Reinforcement | | | 0050 505A032 2.000 EACH| 1000.00000 2000.00| 2000.00000 4000.00| 2000.00000 4000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B102 2.000 EACH| 1000.00000 2000.00| 250.00000 500.00| 2000.00000 4000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M002 4015.000 LF | 18.00000 72270.00| 19.91000 79938.65| 20.00000 80300.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 4.000 EACH| 2200.00000 8800.00| 2050.00000 8200.00| 2500.00000 10000.00 Wire Rope Abutment Anchor Assembly | | | 0090 510A000 33.000 CUYD| 375.00000 12375.00| 591.00000 19503.00| 250.00000 8250.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 99.000 EACH| 60.00000 5940.00| 55.00000 5445.00| 150.00000 14850.00 Elastomeric Bearings, Type 1 | | | 0110 512A014 4.000 EACH| 4000.00000 16000.00| 4175.00000 16700.00| 4000.00000 16000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0120 512B004 5.000 EACH| 4500.00000 22500.00| 4455.00000 22275.00| 4000.00000 20000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512C004 18.000 EACH| 3250.00000 58500.00| 2842.00000 51156.00| 3500.00000 63000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0140 512C007 6.000 EACH| 3500.00000 21000.00| 2973.00000 17838.00| 3500.00000 21000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0150 512C017 24.000 EACH| 4000.00000 96000.00| 3335.00000 80040.00| 3800.00000 91200.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030926032 COUNTIES : ETOWAH LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 19037 |( 6 ) 01007 |PRICHARD CONSTRUCTION COMPA |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C025 8.000 EACH| 4800.00000 38400.00| 3791.00000 30328.00| 3800.00000 30400.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512D002 4.000 EACH| 4500.00000 18000.00| 2912.00000 11648.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 2.000 EACH| 4000.00000 8000.00| 2955.00000 5910.00| 3500.00000 7000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512D025 4.000 EACH| 5000.00000 20000.00| 3430.00000 13720.00| 3500.00000 14000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0200 512D030 4.000 EACH| 5000.00000 20000.00| 3395.00000 13580.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0210 512E001 20.000 EACH| 600.00000 12000.00| 470.00000 9400.00| 1000.00000 20000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0220 512E002 16.000 EACH| 800.00000 12800.00| 522.00000 8352.00| 1000.00000 16000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0230 512F001 10.000 EACH| 850.00000 8500.00| 515.00000 5150.00| 1000.00000 10000.00 Precast Concrete Wing Panels, Type W2 | | | 0240 512F002 8.000 EACH| 800.00000 6400.00| 645.00000 5160.00| 1000.00000 8000.00 Precast Concrete Wing Panels, Type W3 | | | 0250 512G000 8.000 EACH| 800.00000 6400.00| 463.00000 3704.00| 1000.00000 8000.00 Precast Concrete Abutment Wing Cap Pane | | | 0260 600A000 LUMP| 50000.00000 50000.00| 55000.00000 55000.00| 35000.00000 35000.00 Mobilization | | | 0270 610C001 763.000 TON | 28.00000 21364.00| 21.00000 16023.00| 25.00000 19075.00 Loose Riprap, Class 2 | | | 0280 610D003 602.000 SQYD| 5.50000 3311.00| 5.00000 3010.00| 3.50000 2107.00 Filter Blanket, Geotextile | | | 0290 630C003 8.000 EACH| 1200.00000 9600.00| 1080.00000 8640.00| 1050.00000 8400.00 Guardrail End Anchor, Type 13 | | | 0300 630C050 4.000 EACH| 1400.00000 5600.00| 1290.00000 5160.00| 1250.00000 5000.00 Guardrail End Anchor, Type 20 Series | | | 0310 630C070 4.000 EACH| 1275.00000 5100.00| 1185.00000 4740.00| 1150.00000 4600.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030926032 COUNTIES : ETOWAH LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 19037 |( 6 ) 01007 |PRICHARD CONSTRUCTION COMPA |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665F000 100.000 EACH| 8.00000 800.00| 6.00000 600.00| 5.00000 500.00 Hay Bales | | | 0330 665J000 320.000 LF | 8.00000 2560.00| 4.75000 1520.00| 7.50000 2400.00 Silt Fence, Type A | | | 0340 680A000 LUMP| 12000.00000 12000.00| 28840.00000 28840.00| 3500.00000 3500.00 Engineering Controls | | | 0350 740B000 331.000 SQFT| 12.50000 4137.50| 7.46000 2469.26| 441.33330 146081.32 Construction Signs | | | 0360 740F002 8.000 EACH| 300.00000 2400.00| 155.00000 1240.00| 10.66670 85.33 Barricades, Type III | | | 0370 740I005 16.000 EACH| 312.00000 4992.00| 255.00000 4080.00| 21.33330 341.33 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 634,651.25| $ 634,670.21| $ 739,213.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 634,651.25| $ 634,670.21| $ 739,213.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20030926033 COUNTIES : FAYETTE LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2900(206) for constructing the Bridge Replacement (Bridge Culvert) on Dodson Road over Sugar Creek west of Glen Allen. Length - 0.011 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 136,494.20 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 143,076.50 104.8224% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 193,159.05 141.5145% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030926033 COUNTIES : FAYETTE LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20011 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRU |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 6000.00000 6000.00 Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A000 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 2000.00000 2000.00 Removal Of Old Bridge, Station 2+89.21 | | | TO 3+36.30 | | | 0030 214A000 221.000 CUYD| 10.00000 2210.00| 10.00000 2210.00| 8.00000 1768.00 Structure Excavation | | | 0040 214B001 119.000 CUYD| 20.00000 2380.00| 20.00000 2380.00| 23.45000 2790.55 Foundation Backfill, Commercial | | | 0050 502A000 43196.000 LB | 0.45000 19438.20| 0.50000 21598.00| 0.50000 21598.00 Steel Reinforcement | | | 0060 524A011 221.000 CUYD| 250.00000 55250.00| 200.00000 44200.00| 400.00000 88400.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 12500.00000 12500.00 Mobilization | | | 0080 610C001 460.000 TON | 30.00000 13800.00| 15.00000 6900.00| 21.65000 9959.00 Loose Riprap, Class 2 | | | 0090 610D003 363.000 SQYD| 2.00000 726.00| 2.50000 907.50| 2.00000 726.00 Filter Blanket, Geotextile | | | 0100 629A004 172.000 LF | 100.00000 17200.00| 200.00000 34400.00| 175.00000 30100.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0110 630C003 4.000 EACH| 1000.00000 4000.00| 1100.00000 4400.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0120 630C050 4.000 EACH| 1500.00000 6000.00| 1250.00000 5000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 20 Series | | | 0130 665F000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 6.00000 300.00 Hay Bales | | | 0140 665J000 600.000 LF | 5.00000 3000.00| 10.00000 6000.00| 5.00000 3000.00 Silt Fence, Type A | | | 0150 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 Engineering Controls | | | 0160 740B000 109.000 SQFT| 10.00000 1090.00| 9.00000 981.00| 7.50000 817.50 Construction Signs | | | 0170 740F002 8.000 EACH| 200.00000 1600.00| 250.00000 2000.00| 160.00000 1280.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030926033 COUNTIES : FAYETTE LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20011 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRU |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740I005 4.000 EACH| 75.00000 300.00| 150.00000 600.00| 130.00000 520.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 136,494.20| $ 143,076.50| $ 193,159.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 136,494.20| $ 143,076.50| $ 193,159.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20030926034 COUNTIES : FAYETTE LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2900(207) for constructing the Bridge Replacements (2)(Bridge Culverts) on C.R.#115 over Studhorse Creek west of Hubbertville and on Victor Road over Little Creek east of Hubbertville. Length - 0.016 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 241,385.10 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 251,969.00 104.3847% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 338,556.75 140.2559% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030926034 COUNTIES : FAYETTE LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20011 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRU |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 12000.00000 12000.00 Clearing & Grubbing (Approximately 3 | | | ACRES) | | | 0020 206A000 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 1500.00000 1500.00 Removal Of Old Bridge, Station 3+01.14 | | | TO 3+44.01 | | | 0030 206A001 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 3+78.11 | | | TO 4+04.06) | | | 0040 214A000 359.000 CUYD| 12.00000 4308.00| 10.00000 3590.00| 8.00000 2872.00 Structure Excavation | | | 0050 214B001 180.000 CUYD| 20.00000 3600.00| 25.00000 4500.00| 23.45000 4221.00 Foundation Backfill, Commercial | | | 0060 502A000 54298.000 LB | 0.45000 24434.10| 0.50000 27149.00| 0.50000 27149.00 Steel Reinforcement | | | 0070 524A011 433.000 CUYD| 250.00000 108250.00| 200.00000 86600.00| 400.00000 173200.00 Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 20000.00000 20000.00 Mobilization | | | 0090 610C001 695.000 TON | 30.00000 20850.00| 18.00000 12510.00| 21.65000 15046.75 Loose Riprap, Class 2 | | | 0100 610D003 549.000 SQYD| 2.00000 1098.00| 2.00000 1098.00| 2.00000 1098.00 Filter Blanket, Geotextile | | | 0110 629A004 277.000 LF | 125.00000 34625.00| 200.00000 55400.00| 175.00000 48475.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0120 630C003 8.000 EACH| 1000.00000 8000.00| 1100.00000 8800.00| 1100.00000 8800.00 Guardrail End Anchor, Type 13 | | | 0130 630C070 8.000 EACH| 1400.00000 11200.00| 1220.00000 9760.00| 1200.00000 9600.00 Guardrail End Anchor, Type 10 Series | | | 0140 665F000 100.000 EACH| 10.00000 1000.00| 10.00000 1000.00| 6.00000 600.00 Hay Bales | | | 0150 665J000 800.000 LF | 5.00000 4000.00| 10.00000 8000.00| 5.00000 4000.00 Silt Fence, Type A | | | 0160 680A000 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 3000.00000 3000.00 Engineering Controls | | | 0170 740B000 218.000 SQFT| 10.00000 2180.00| 9.00000 1962.00| 7.50000 1635.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030926034 COUNTIES : FAYETTE LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20011 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRU |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740F002 16.000 EACH| 200.00000 3200.00| 250.00000 4000.00| 160.00000 2560.00 Barricades, Type III | | | 0190 740I005 8.000 EACH| 80.00000 640.00| 200.00000 1600.00| 225.00000 1800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 241,385.10| $ 251,969.00| $ 338,556.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,385.10| $ 251,969.00| $ 338,556.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20030926035 COUNTIES : LAMAR LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3818(201) for constructing the Bridge Replacement on C.R.#26 (Aberdeen Raod) over Wilson Creek northwest of Vernon. Length - 0.025 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 228,380.00 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 261,243.56 114.3899% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 265,757.75 116.3665% 4 02088 B & B ENGINEERING & DESIGN $ 316,328.00 138.5095% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030926035 COUNTIES : LAMAR LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20011 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRU |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 8000.00000 8000.00| 35000.00000 35000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 13+33.00 | | | 0020 502A000 110.000 LB | 2.00000 220.00| 5.00000 550.00| 3.00000 330.00 Steel Reinforcement | | | 0030 505M000 1950.000 LF | 23.00000 44850.00| 20.00000 39000.00| 21.00000 40950.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0040 507A000 2.000 EACH| 1500.00000 3000.00| 1406.26000 2812.52| 2341.00000 4682.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 17.000 CUYD| 500.00000 8500.00| 500.00000 8500.00| 800.00000 13600.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 55.000 EACH| 50.00000 2750.00| 51.40000 2827.00| 67.35000 3704.25 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 2500.00000 5000.00| 2738.10000 5476.20| 3658.00000 7316.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 3.000 EACH| 2800.00000 8400.00| 3045.48000 9136.44| 3963.00000 11889.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 24.000 EACH| 2500.00000 60000.00| 2701.22000 64829.28| 3272.00000 78528.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 8.000 EACH| 2700.00000 21600.00| 2962.53000 23700.24| 3415.00000 27320.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 2600.00000 10400.00| 2789.69000 11158.76| 3343.00000 13372.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512D005 4.000 EACH| 2600.00000 10400.00| 2836.03000 11344.12| 3295.00000 13180.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0130 512E001 16.000 EACH| 300.00000 4800.00| 308.34000 4933.44| 483.00000 7728.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0140 512F001 8.000 EACH| 400.00000 3200.00| 428.12000 3424.96| 602.00000 4816.00 Precast Concrete Wing Panels, Type W2 | | | 0150 512G000 4.000 EACH| 400.00000 1600.00| 370.40000 1481.60| 545.00000 2180.00 Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030926035 COUNTIES : LAMAR LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20011 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRU |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 9500.00000 9500.00 Mobilization | | | 0170 610C001 205.000 TON | 30.00000 6150.00| 20.00000 4100.00| 25.00000 5125.00 Loose Riprap, Class 2 | | | 0180 610D000 300.000 SQYD| 2.00000 600.00| 5.00000 1500.00| 2.00000 600.00 Filter Blanket | | | 0190 630C003 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0200 630C050 4.000 EACH| 1500.00000 6000.00| 1250.00000 5000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 20 Series | | | 0210 665F000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 6.00000 300.00 Hay Bales | | | 0220 665J000 300.000 LF | 6.00000 1800.00| 10.00000 3000.00| 5.00000 1500.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 2000.00000 2000.00 Engineering Controls | | | 0240 740B000 141.000 SQFT| 10.00000 1410.00| 9.00000 1269.00| 7.50000 1057.50 Construction Signs | | | 0250 740F002 8.000 EACH| 200.00000 1600.00| 250.00000 2000.00| 160.00000 1280.00 Barricades, Type III | | | 0260 740I005 2.000 EACH| 100.00000 200.00| 150.00000 300.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 228,380.00| $ 261,243.56| $ 265,757.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 228,380.00| $ 261,243.56| $ 265,757.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030926035 COUNTIES : LAMAR LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 02088 |( ) |( ) |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| 40000.00000 40000.00| | Removal Of Old Bridge, Station 13+33.00 | | | 0020 502A000 110.000 LB | 2.00000 220.00| | Steel Reinforcement | | | 0030 505M000 1950.000 LF | 22.00000 42900.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0040 507A000 2.000 EACH| 2500.00000 5000.00| | Wire Rope Abutment Anchor Assembly | | | 0050 510A000 17.000 CUYD| 400.00000 6800.00| | Bridge Substructure Concrete, Class A | | | 0060 511A000 55.000 EACH| 57.00000 3135.00| | Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3100.00000 6200.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 3.000 EACH| 3300.00000 9900.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 24.000 EACH| 3400.00000 81600.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 8.000 EACH| 3300.00000 26400.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 3300.00000 13200.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512D005 4.000 EACH| 3300.00000 13200.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0130 512E001 16.000 EACH| 450.00000 7200.00| | Precast Concrete Abutment Panels, Type | | | A2 | | | 0140 512F001 8.000 EACH| 560.00000 4480.00| | Precast Concrete Wing Panels, Type W2 | | | 0150 512G000 4.000 EACH| 520.00000 2080.00| | Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030926035 COUNTIES : LAMAR LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 02088 |( ) |( ) |B & B ENGINEERING & DESIGN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 30000.00000 30000.00| | Mobilization | | | 0170 610C001 205.000 TON | 26.00000 5330.00| | Loose Riprap, Class 2 | | | 0180 610D000 300.000 SQYD| 3.00000 900.00| | Filter Blanket | | | 0190 630C003 4.000 EACH| 1300.00000 5200.00| | Guardrail End Anchor, Type 13 | | | 0200 630C050 4.000 EACH| 1300.00000 5200.00| | Guardrail End Anchor, Type 20 Series | | | 0210 665F000 50.000 EACH| 5.00000 250.00| | Hay Bales | | | 0220 665J000 300.000 LF | 6.00000 1800.00| | Silt Fence, Type A | | | 0230 680A000 LUMP| 1000.00000 1000.00| | Engineering Controls | | | 0240 740B000 141.000 SQFT| 13.00000 1833.00| | Construction Signs | | | 0250 740F002 8.000 EACH| 250.00000 2000.00| | Barricades, Type III | | | 0260 740I005 2.000 EACH| 250.00000 500.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 316,328.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 316,328.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20030926036 COUNTIES : MADISON LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4525(200) for constructing the Bridge Replacement (Bridge Culvert) on Cherry Tree Road at Tremble Creek west of Cedar Creek. Length 0.006 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 104,417.38 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 117,964.00 112.9735% 3 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 131,915.95 126.3352% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030926036 COUNTIES : MADISON LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 07048 |( 3 ) 03071 |MILLER & MILLER, INC. |GLASGOW CONSTRUCTION CO., I |CHRISTOPHER PLUMBING & ELECTRIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 4225.00000 4225.00| 4000.00000 4000.00| 13000.00000 13000.00 Removal Of Old Bridge, Station 12+18.62 | | | 0020 214A000 248.000 CUYD| 7.50000 1860.00| 20.00000 4960.00| 12.50000 3100.00 Structure Excavation | | | 0030 214B001 124.000 CUYD| 14.50000 1798.00| 20.00000 2480.00| 15.00000 1860.00 Foundation Backfill, Commercial | | | 0040 502A000 34274.000 LB | 0.37000 12681.38| 0.50000 17137.00| 0.50000 17137.00 Steel Reinforcement | | | 0050 524A011 175.000 CUYD| 275.00000 48125.00| 300.00000 52500.00| 288.00000 50400.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 13000.00000 13000.00| 5000.00000 5000.00| 17500.00000 17500.00 Mobilization | | | 0070 610C001 90.000 TON | 28.00000 2520.00| 30.00000 2700.00| 22.50000 2025.00 Loose Riprap, Class 2 | | | 0080 610D000 126.000 SQYD| 4.00000 504.00| 3.00000 378.00| 3.00000 378.00 Filter Blanket | | | 0090 630A001 257.000 LF | 12.00000 3084.00| 25.00000 6425.00| 24.00000 6168.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C050 4.000 EACH| 1860.00000 7440.00| 2000.00000 8000.00| 1600.00000 6400.00 Guardrail End Anchor, Type 20 Series | | | 0110 665F000 115.000 EACH| 6.00000 690.00| 10.00000 1150.00| 4.25000 488.75 Hay Bales | | | 0120 665I000 2.000 TON | 50.00000 100.00| 40.00000 80.00| 30.00000 60.00 Temporary Riprap, Class 2 | | | 0130 665J000 1154.000 LF | 3.00000 3462.00| 6.00000 6924.00| 4.80000 5539.20 Silt Fence, Type A | | | 0140 665K000 9.000 CUYD| 12.00000 108.00| 20.00000 180.00| 20.00000 180.00 Drainage Sump Excavation | | | 0150 680A000 LUMP| 900.00000 900.00| 2000.00000 2000.00| 2500.00000 2500.00 Engineering Controls | | | 0160 740B000 205.000 SQFT| 8.00000 1640.00| 10.00000 2050.00| 12.00000 2460.00 Construction Signs | | | 0170 740F002 8.000 EACH| 160.00000 1280.00| 200.00000 1600.00| 225.00000 1800.00 Barricades, Type III | | | 0180 740I005 4.000 EACH| 250.00000 1000.00| 100.00000 400.00| 230.00000 920.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 104,417.38| $ 117,964.00| $ 131,915.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 104,417.38| $ 117,964.00| $ 131,915.95 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20030926037 COUNTIES : MARSHALL LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4800(205) for constructing the Bridge Replacement on C.R.#176 (Brown's Valley Road) over Browns Creek west of Albertville. Length - 0.037 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19121 BOB SMITH CONSTRUCTION, INC. $ 515,905.10 100.0000% 2 13004 MILLER & MILLER, INC. $ 525,338.58 101.8285% 3 02088 B & B ENGINEERING & DESIGN $ 582,090.00 112.8289% 4 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 596,438.00 115.6100% 5 19037 SIMPSON BRIDGE COMPANY, INC. $ 608,898.56 118.0253% 6 01007 ALABAMA BRIDGE BUILDERS, INC. $ 613,096.00 118.8389% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030926037 COUNTIES : MARSHALL LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 13004 |( 3 ) 02088 |BOB SMITH CONSTRUCTION, INC |MILLER & MILLER, INC. |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 2500.00000 2500.00| 12040.00000 12040.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately .2 | | | ACRES) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 12500.00000 12500.00| 105000.00000 105000.00 Removal Of Old Bridge, Station 4+34.00 | | | 0030 210A000 795.000 CUYD| 5.50000 4372.50| 9.50000 7552.50| 5.00000 3975.00 Unclassified Excavation | | | 0040 502A001 33598.000 LB | 0.70000 23518.60| 0.56000 18814.88| 0.50000 16799.00 Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 32500.00000 32500.00| 28750.00000 28750.00| 24000.00000 24000.00 Steel Reinforcement For Bridge | | | Superstructure, STATION 4+25, APPROX | | | 46338 LBS | | | 0060 506A000 58.000 LF | 400.00000 23200.00| 425.00000 24650.00| 180.00000 10440.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0070 506A005 40.000 LF | 250.00000 10000.00| 226.00000 9040.00| 125.00000 5000.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0080 506B001 40.000 LF | 650.00000 26000.00| 660.00000 26400.00| 625.00000 25000.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0090 506B003 80.000 LF | 750.00000 60000.00| 735.00000 58800.00| 1005.00000 80400.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0100 506C040 40.000 LF | 60.00000 2400.00| 55.00000 2200.00| 100.00000 4000.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0110 506C041 40.000 LF | 60.00000 2400.00| 55.00000 2200.00| 120.00000 4800.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0120 506C042 80.000 LF | 60.00000 4800.00| 55.00000 4400.00| 150.00000 12000.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0130 506C043 58.000 LF | 60.00000 3480.00| 55.00000 3190.00| 190.00000 11020.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0140 506G000 4.000 EACH| 250.00000 1000.00| 50.00000 200.00| 50.00000 200.00 Crosshole Sonic Logging, 3'-0" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030926037 COUNTIES : MARSHALL LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 13004 |( 3 ) 02088 |BOB SMITH CONSTRUCTION, INC |MILLER & MILLER, INC. |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506G002 8.000 EACH| 250.00000 2000.00| 50.00000 400.00| 50.00000 400.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0160 508A000 4258.000 LB | 3.00000 12774.00| 3.50000 14903.00| 4.00000 17032.00 Structural Steel | | | 0170 510A000 125.000 CUYD| 300.00000 37500.00| 408.00000 51000.00| 450.00000 56250.00 Bridge Substructure Concrete, Class A | | | 0180 510C051 LUMP| 62300.00000 62300.00| 107350.00000 107350.00| 90000.00000 90000.00 Bridge Concrete Superstructure, STATION | | | 4+25, APPROX 178 CU YDS | | | 0190 510E000 528.000 SQYD| 10.00000 5280.00| 3.90000 2059.20| 5.00000 2640.00 Grooving Concrete Bridge Decks | | | 0200 511A004 40.000 EACH| 500.00000 20000.00| 229.00000 9160.00| 250.00000 10000.00 Elastomeric Bearings, Type 4 | | | 0210 513B003 779.000 LF | 80.00000 62320.00| 60.00000 46740.00| 60.00000 46740.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0220 600A000 LUMP| 50000.00000 50000.00| 53014.00000 53014.00| 20000.00000 20000.00 Mobilization | | | 0230 610C001 400.000 TON | 20.00000 8000.00| 16.00000 6400.00| 18.00000 7200.00 Loose Riprap, Class 2 | | | 0240 610D000 400.000 SQYD| 3.50000 1400.00| 2.00000 800.00| 3.00000 1200.00 Filter Blanket | | | 0250 630A001 100.000 LF | 15.00000 1500.00| 13.10000 1310.00| 12.00000 1200.00 Steel Beam Guardrail, Class A, Type 2 | | | 0260 630C003 4.000 EACH| 1500.00000 6000.00| 1002.00000 4008.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 0270 630C070 4.000 EACH| 1500.00000 6000.00| 1400.00000 5600.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0280 652A053 1.000 ACRE| 800.00000 800.00| 1100.00000 1100.00| 800.00000 800.00 Seeding (Mix 1E) | | | 0290 656A001 1.000 ACRE| 800.00000 800.00| 1100.00000 1100.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0300 665J000 60.000 LF | 3.00000 180.00| 7.00000 420.00| 15.00000 900.00 Silt Fence, Type A | | | 0310 680A000 LUMP| 12500.00000 12500.00| 4700.00000 4700.00| 3000.00000 3000.00 Engineering Controls | | | 0320 740B000 238.000 SQFT| 10.00000 2380.00| 11.50000 2737.00| 13.00000 3094.00 Construction Signs | | | 0330 740F002 8.000 EACH| 250.00000 2000.00| 165.00000 1320.00| 300.00000 2400.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030926037 COUNTIES : MARSHALL LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 13004 |( 3 ) 02088 |BOB SMITH CONSTRUCTION, INC |MILLER & MILLER, INC. |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740I005 2.000 EACH| 500.00000 1000.00| 240.00000 480.00| 300.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 515,905.10| $ 525,338.58| $ 582,090.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 515,905.10| $ 525,338.58| $ 582,090.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030926037 COUNTIES : MARSHALL LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 19037 |( 6 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 9000.00000 9000.00| 29600.00000 29600.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately .2 | | | ACRES) | | | 0020 206A000 LUMP| 50000.00000 50000.00| 67300.00000 67300.00| 60000.00000 60000.00 Removal Of Old Bridge, Station 4+34.00 | | | 0030 210A000 795.000 CUYD| 10.00000 7950.00| 7.00000 5565.00| 10.00000 7950.00 Unclassified Excavation | | | 0040 502A001 33598.000 LB | 0.50000 16799.00| 0.52000 17470.96| 0.50000 16799.00 Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 28000.00000 28000.00| 26000.00000 26000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure, STATION 4+25, APPROX | | | 46338 LBS | | | 0060 506A000 58.000 LF | 130.00000 7540.00| 360.00000 20880.00| 375.00000 21750.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0070 506A005 40.000 LF | 80.00000 3200.00| 206.00000 8240.00| 215.00000 8600.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0080 506B001 40.000 LF | 520.00000 20800.00| 618.00000 24720.00| 650.00000 26000.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0090 506B003 80.000 LF | 750.00000 60000.00| 721.00000 57680.00| 750.00000 60000.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0100 506C040 40.000 LF | 80.00000 3200.00| 124.00000 4960.00| 50.00000 2000.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0110 506C041 40.000 LF | 100.00000 4000.00| 70.00000 2800.00| 50.00000 2000.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0120 506C042 80.000 LF | 135.00000 10800.00| 125.00000 10000.00| 50.00000 4000.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0130 506C043 58.000 LF | 170.00000 9860.00| 60.00000 3480.00| 50.00000 2900.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0140 506G000 4.000 EACH| 500.00000 2000.00| 100.00000 400.00| 105.00000 420.00 Crosshole Sonic Logging, 3'-0" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 037 -6 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030926037 COUNTIES : MARSHALL LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 19037 |( 6 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506G002 8.000 EACH| 500.00000 4000.00| 100.00000 800.00| 105.00000 840.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0160 508A000 4258.000 LB | 3.00000 12774.00| 3.70000 15754.60| 4.00000 17032.00 Structural Steel | | | 0170 510A000 125.000 CUYD| 525.00000 65625.00| 470.00000 58750.00| 300.00000 37500.00 Bridge Substructure Concrete, Class A | | | 0180 510C051 LUMP| 115000.00000 115000.00| 98600.00000 98600.00| 90000.00000 90000.00 Bridge Concrete Superstructure, STATION | | | 4+25, APPROX 178 CU YDS | | | 0190 510E000 528.000 SQYD| 4.50000 2376.00| 4.00000 2112.00| 5.00000 2640.00 Grooving Concrete Bridge Decks | | | 0200 511A004 40.000 EACH| 250.00000 10000.00| 223.00000 8920.00| 500.00000 20000.00 Elastomeric Bearings, Type 4 | | | 0210 513B003 779.000 LF | 66.00000 51414.00| 58.00000 45182.00| 85.00000 66215.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0220 600A000 LUMP| 50000.00000 50000.00| 50800.00000 50800.00| 60000.00000 60000.00 Mobilization | | | 0230 610C001 400.000 TON | 25.00000 10000.00| 17.00000 6800.00| 25.00000 10000.00 Loose Riprap, Class 2 | | | 0240 610D000 400.000 SQYD| 2.00000 800.00| 4.00000 1600.00| 3.50000 1400.00 Filter Blanket | | | 0250 630A001 100.000 LF | 13.00000 1300.00| 12.90000 1290.00| 12.50000 1250.00 Steel Beam Guardrail, Class A, Type 2 | | | 0260 630C003 4.000 EACH| 1200.00000 4800.00| 1133.00000 4532.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0270 630C070 4.000 EACH| 1315.00000 5260.00| 1260.00000 5040.00| 1170.00000 4680.00 Guardrail End Anchor, Type 10 Series | | | 0280 652A053 1.000 ACRE| 800.00000 800.00| 875.00000 875.00| 750.00000 750.00 Seeding (Mix 1E) | | | 0290 656A001 1.000 ACRE| 800.00000 800.00| 875.00000 875.00| 750.00000 750.00 Mulching, Class A, Type 2 | | | 0300 665J000 60.000 LF | 6.00000 360.00| 5.30000 318.00| 7.50000 450.00 Silt Fence, Type A | | | 0310 680A000 LUMP| 23500.00000 23500.00| 22600.00000 22600.00| 41000.00000 41000.00 Engineering Controls | | | 0320 740B000 238.000 SQFT| 10.00000 2380.00| 13.00000 3094.00| 15.00000 3570.00 Construction Signs | | | 0330 740F002 8.000 EACH| 200.00000 1600.00| 165.00000 1320.00| 275.00000 2200.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 037 -7 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030926037 COUNTIES : MARSHALL LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 19037 |( 6 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740I005 2.000 EACH| 250.00000 500.00| 270.00000 540.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 596,438.00| $ 608,898.56| $ 613,096.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 596,438.00| $ 608,898.56| $ 613,096.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20030926038 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4900(206) for constructing the Bridge Replacement (Precast) and Approaches on Hall Road over Franklin Creek west of Grand Bay. Length - 0.189 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16001 P & H CONSTRUCTION CORPORATION $ 955,262.80 100.0000% 2 19058 S. J. & L., INC. $ 956,548.00 100.1345% 3 07050 GULF EQUIPMENT CORPORATION $ 1,010,675.20 105.8007% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030926038 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 16001 |( 2 ) 19058 |( 3 ) 07050 |P & H CONSTRUCTION CORPORAT |S. J. & L., INC. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 21100.00000 21100.00| 20335.00000 20335.00| 67000.00000 67000.00 Clearing & Grubbing (Approximately 3.10 | | | Acres) | | | 0020 206A000 LUMP| 5200.00000 5200.00| 6130.00000 6130.00| 14000.00000 14000.00 Removal Of Old Bridge, Station 6+98.10 | | | (HALL ROAD) | | | 0030 206A001 LUMP| 12865.00000 12865.00| 15220.00000 15220.00| 14000.00000 14000.00 Removal Of Old Bridge, Station 16+00.00 | | | (OLD HWY 90) | | | 0040 210A000 14058.000 CUYD| 5.84000 82098.72| 4.85000 68181.30| 5.00000 70290.00 Unclassified Excavation | | | 0050 210C000 7245.000 CUYD| 5.84000 42310.80| 5.00000 36225.00| 6.00000 43470.00 Muck Excavation | | | 0060 210D020 3346.000 CUYD| 6.33000 21180.18| 6.95000 23254.70| 6.50000 21749.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0070 210D023 2391.000 CUYD| 6.50000 15541.50| 7.00000 16737.00| 6.50000 15541.50 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0080 210E000 10432.000 CUYD| 6.35000 66243.20| 7.00000 73024.00| 8.00000 83456.00 Borrow Excavation (Underwater Backfill) | | | 0090 230A000 11.000 RBST| 260.00000 2860.00| 260.00000 2860.00| 300.00000 3300.00 Roadbed Processing | | | 0100 301A008 3161.000 SQYD| 7.45000 23549.45| 7.70000 24339.70| 9.00000 28449.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0110 401A000 3161.000 SQYD| 0.50000 1580.50| 0.80000 2528.80| 0.70000 2212.70 Bituminous Treatment A | | | 0120 405A000 158.000 GAL | 1.30000 205.40| 3.25000 513.50| 3.00000 474.00 Tack Coat | | | 0130 429A221 210.000 TON | 91.10000 19131.00| 53.25000 11182.50| 60.00000 12600.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0140 429B221 294.000 TON | 72.35000 21270.90| 52.20000 15346.80| 60.00000 17640.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030926038 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 16001 |( 2 ) 19058 |( 3 ) 07050 |P & H CONSTRUCTION CORPORAT |S. J. & L., INC. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505A015 2.000 EACH| 4500.00000 9000.00| 5380.00000 10760.00| 6000.00000 12000.00 Concrete Test Piles (14 Inches Square) | | | 0160 505B045 2.000 EACH| 3000.00000 6000.00| 3775.00000 7550.00| 4000.00000 8000.00 Static Loading Tests (14 Inches Square) | | | 0170 505N000 2015.000 LF | 25.50000 51382.50| 29.00000 58435.00| 30.00000 60450.00 Concrete Piling Furnished(14 Inches | | | Square) | | | 0180 505O000 2015.000 LF | 1.00000 2015.00| 2.15000 4332.25| 3.00000 6045.00 Concrete Piling Driven(14 Inches | | | Square) | | | 0190 507A000 2.000 EACH| 3300.00000 6600.00| 3900.00000 7800.00| 4612.00000 9224.00 Wire Rope Abutment Anchor Assembly | | | 0200 511A000 55.000 EACH| 74.50000 4097.50| 88.20000 4851.00| 90.00000 4950.00 Elastomeric Bearings, Type 1 | | | 0210 512A019 2.000 EACH| 4535.00000 9070.00| 5380.00000 10760.00| 3356.00000 6712.00 Precast Concrete Abutment Caps, 2'-3" | | | Wide By 1'8" Deep By 33'-0" Long | | | 0220 512B021 3.000 EACH| 4600.00000 13800.00| 5430.00000 16290.00| 3423.00000 10269.00 Precast Concrete Intermediate Caps, | | | 2'-3" Wide By 1'8" Deep By 31'-6" Long | | | 0230 512C017 24.000 EACH| 3785.00000 90840.00| 4475.00000 107400.00| 3556.00000 85344.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0240 512C025 8.000 EACH| 4175.00000 33400.00| 4935.00000 39480.00| 4023.00000 32184.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0250 512D025 4.000 EACH| 3930.00000 15720.00| 4650.00000 18600.00| 3734.00000 14936.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0260 512D030 4.000 EACH| 3855.00000 15420.00| 4560.00000 18240.00| 3734.00000 14936.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0270 512E002 16.000 EACH| 630.00000 10080.00| 740.00000 11840.00| 523.00000 8368.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0280 512F002 8.000 EACH| 900.00000 7200.00| 1055.00000 8440.00| 878.00000 7024.00 Precast Concrete Wing Panels, Type W3 | | | 0290 512G000 4.000 EACH| 760.00000 3040.00| 895.00000 3580.00| 745.00000 2980.00 Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030926038 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 16001 |( 2 ) 19058 |( 3 ) 07050 |P & H CONSTRUCTION CORPORAT |S. J. & L., INC. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 600A000 LUMP| 52000.00000 52000.00| 47750.00000 47750.00| 60000.00000 60000.00 Mobilization | | | 0310 602A000 5.000 EACH| 70.00000 350.00| 169.00000 845.00| 70.00000 350.00 Right Of Way Markers | | | 0320 610C001 267.000 TON | 34.00000 9078.00| 47.95000 12802.65| 40.00000 10680.00 Loose Riprap, Class 2 | | | 0330 610D003 313.000 SQYD| 2.50000 782.50| 3.00000 939.00| 4.00000 1252.00 Filter Blanket, Geotextile | | | 0340 623B000 70.000 LF | 15.00000 1050.00| 13.00000 910.00| 15.00000 1050.00 Concrete Curb, Type N | | | 0350 623B001 57.000 LF | 53.00000 3021.00| 48.00000 2736.00| 17.00000 969.00 Concrete Curb, Type N Special | | | 0360 630A001 300.000 LF | 11.25000 3375.00| 10.20000 3060.00| 12.00000 3600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0370 630C003 4.000 EACH| 1125.00000 4500.00| 1015.00000 4060.00| 1200.00000 4800.00 Guardrail End Anchor, Type 13 | | | 0380 630C050 4.000 EACH| 1685.00000 6740.00| 1525.00000 6100.00| 1700.00000 6800.00 Guardrail End Anchor, Type 20 Series | | | 0390 641A034 3499.000 LF | 32.25000 112842.75| 16.50000 57733.50| 20.00000 69980.00 6 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 0400 641C000 6.000 EACH| 553.00000 3318.00| 670.00000 4020.00| 530.00000 3180.00 6 Inch Gate Valves With Box | | | 0410 641J000 2.000 EACH| 2170.00000 4340.00| 2260.00000 4520.00| 2170.00000 4340.00 Fire Hydrant | | | 0420 641K005 1290.000 LF | 3.40000 4386.00| 5.80000 7482.00| 6.00000 7740.00 6 Inch Water Main Removal | | | 0430 649A023 80.000 LF | 181.40000 14512.00| 307.50000 24600.00| 44.50000 3560.00 12 Inch Encasement Pipe, Type 2 | | | Installation | | | 0440 650A000 3525.000 CUYD| 8.20000 28905.00| 13.00000 45825.00| 12.40000 43710.00 Topsoil | | | 0450 652A061 5.000 ACRE| 620.00000 3100.00| 1025.00000 5125.00| 1000.00000 5000.00 Seeding (Mix 3E) | | | 0460 652A065 4.000 ACRE| 1240.00000 4960.00| 1200.00000 4800.00| 1700.00000 6800.00 Seeding (Special Wetland Mix) | | | 0470 654A000 50.000 SQYD| 4.40000 220.00| 5.00000 250.00| 4.00000 200.00 Solid Sodding | | | 0480 656A001 9.000 ACRE| 620.00000 5580.00| 1000.00000 9000.00| 1000.00000 9000.00 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030926038 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 16001 |( 2 ) 19058 |( 3 ) 07050 |P & H CONSTRUCTION CORPORAT |S. J. & L., INC. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 659A000 990.000 SQYD| 2.50000 2475.00| 2.20000 2178.00| 4.00000 3960.00 Erosion Control Netting, Class A | | | 0500 665A000 9.000 ACRE| 497.00000 4473.00| 750.00000 6750.00| 700.00000 6300.00 Temporary Seeding | | | 0510 665B000 9.000 ACRE| 497.00000 4473.00| 470.00000 4230.00| 700.00000 6300.00 Temporary Mulching | | | 0520 665F000 1721.000 EACH| 4.00000 6884.00| 6.70000 11530.70| 6.00000 10326.00 Hay Bales | | | 0530 665I000 68.000 TON | 36.00000 2448.00| 52.50000 3570.00| 50.00000 3400.00 Temporary Riprap, Class 2 | | | 0540 665J000 5190.000 LF | 3.00000 15570.00| 3.50000 18165.00| 3.50000 18165.00 Silt Fence, Type A | | | 0550 665K000 300.000 CUYD| 15.50000 4650.00| 5.50000 1650.00| 10.00000 3000.00 Drainage Sump Excavation | | | 0560 680A000 LUMP| 15500.00000 15500.00| 2000.00000 2000.00| 12000.00000 12000.00 Engineering Controls | | | 0570 701A028 1.000 MILE| 2585.00000 2585.00| 2540.00000 2540.00| 1500.00000 1500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0580 701A032 1.000 MILE| 3200.00000 3200.00| 2540.00000 2540.00| 1700.00000 1700.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0590 701A041 1.000 MILE| 1800.00000 1800.00| 1270.00000 1270.00| 1200.00000 1200.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0600 701D008 1.000 MILE| 3220.00000 3220.00| 1775.00000 1775.00| 6000.00000 6000.00 Solid Traffic Stripe Removed (Plastic) | | | 0610 703A002 58.000 SQFT| 3.50000 203.00| 5.10000 295.80| 4.00000 232.00 Traffic Control Markings, Class 2, Type | | | A | | | 0620 703B002 46.000 SQFT| 5.05000 232.30| 5.10000 234.60| 6.00000 276.00 Traffic Control Legends, Class 2, Type | | | 0630 705A000 35.000 EACH| 7.40000 259.00| 5.60000 196.00| 6.00000 210.00 Pavement Markers, Class A, Type 1-A | | | 0640 705A004 21.000 EACH| 7.40000 155.40| 5.60000 117.60| 6.00000 126.00 Pavement Markers, Class A, Type 2-C | | | 0650 705A005 25.000 EACH| 7.40000 185.00| 5.60000 140.00| 6.00000 150.00 Pavement Markers, Class A, Type 2-D | | | 0660 740B000 501.000 SQFT| 8.20000 4108.20| 8.60000 4308.60| 15.00000 7515.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 038 -6 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030926038 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 16001 |( 2 ) 19058 |( 3 ) 07050 |P & H CONSTRUCTION CORPORAT |S. J. & L., INC. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 740D000 30.000 EACH| 54.00000 1620.00| 48.40000 1452.00| 80.00000 2400.00 Channelizing Drums | | | 0680 740F002 10.000 EACH| 200.00000 2000.00| 180.00000 1800.00| 250.00000 2500.00 Barricades, Type III | | | 0690 740I005 14.000 EACH| 240.00000 3360.00| 215.00000 3010.00| 200.00000 2800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 955,262.80| $ 956,548.00| $ 1,010,675.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 955,262.80| $ 956,548.00| $ 1,010,675.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20030926039 COUNTIES : MORGAN LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5200(215) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#1045 (Holmes Drake Road) at Mill Creek southeast of Falkville. Length 0.108 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 453,489.50 100.0000% 2 08077 HASTINGS GENERAL CONTRACTING, INC. $ 456,261.10 100.6112% 3 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 461,816.80 101.8363% 4 13004 MILLER & MILLER, INC. $ 573,855.13 126.5421% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030926039 COUNTIES : MORGAN LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 08077 |( 3 ) 03071 |GLASGOW CONSTRUCTION CO., I |HASTINGS GENERAL CONTRACTIN |CHRISTOPHER PLUMBING & ELECTRIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 20000.00000 20000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 13000.00000 13000.00 Removal Of Old Bridge, Station 3+69.6 | | | OF PROPOSED ROAD 11.9' LT) | | | 0030 210A000 868.000 CUYD| 20.00000 17360.00| 4.00000 3472.00| 8.50000 7378.00 Unclassified Excavation | | | 0040 210D001 2904.000 CUYD| 10.00000 29040.00| 8.00000 23232.00| 9.75000 28314.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 2654.000 CUYD| 20.00000 53080.00| 12.00000 31848.00| 12.00000 31848.00 Structure Excavation | | | 0060 214B001 453.000 CUYD| 20.00000 9060.00| 17.00000 7701.00| 15.00000 6795.00 Foundation Backfill, Commercial | | | 0070 230A000 6.000 RBST| 800.00000 4800.00| 400.00000 2400.00| 520.00000 3120.00 Roadbed Processing | | | 0080 301A004 511.000 SQYD| 3.50000 1788.50| 6.00000 3066.00| 6.00000 3066.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 1885.000 SQYD| 4.50000 8482.50| 7.50000 14137.50| 8.10000 15268.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1342.000 SQYD| 2.50000 3355.00| 0.90000 1207.80| 1.50000 2013.00 Bituminous Treatment A | | | 0110 405A000 39.000 GAL | 4.00000 156.00| 3.40000 132.60| 1.50000 58.50 Tack Coat | | | 0120 429A200 71.000 TON | 50.50000 3585.50| 80.00000 5680.00| 65.00000 4615.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 192.000 TON | 50.00000 9600.00| 70.00000 13440.00| 50.00000 9600.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 502A000 171190.000 LB | 0.40000 68476.00| 0.48000 82171.20| 0.47000 80459.30 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030926039 COUNTIES : MORGAN LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 08077 |( 3 ) 03071 |GLASGOW CONSTRUCTION CO., I |HASTINGS GENERAL CONTRACTIN |CHRISTOPHER PLUMBING & ELECTRIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524A011 621.000 CUYD| 300.00000 186300.00| 300.00000 186300.00| 288.00000 178848.00 Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 25000.00000 25000.00 Mobilization | | | 0170 610C001 154.000 TON | 30.00000 4620.00| 18.00000 2772.00| 18.50000 2849.00 Loose Riprap, Class 2 | | | 0180 610D000 201.000 SQYD| 2.00000 402.00| 3.00000 603.00| 2.50000 502.50 Filter Blanket | | | 0190 630A001 275.000 LF | 20.00000 5500.00| 20.00000 5500.00| 18.00000 4950.00 Steel Beam Guardrail, Class A, Type 2 | | | 0200 630C050 4.000 EACH| 1500.00000 6000.00| 1800.00000 7200.00| 1600.00000 6400.00 Guardrail End Anchor, Type 20 Series | | | 0210 650A000 267.000 CUYD| 10.00000 2670.00| 4.00000 1068.00| 7.50000 2002.50 Topsoil | | | 0220 652A053 1.000 ACRE| 600.00000 600.00| 1000.00000 1000.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0230 656A001 1.000 ACRE| 600.00000 600.00| 1000.00000 1000.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0240 665F000 50.000 EACH| 10.00000 500.00| 6.00000 300.00| 4.35000 217.50 Hay Bales | | | 0250 665J000 100.000 LF | 10.00000 1000.00| 5.00000 500.00| 6.00000 600.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 3500.00000 3500.00 Engineering Controls | | | 0270 701A031 1.000 MILE| 1000.00000 1000.00| 2000.00000 2000.00| 1600.00000 1600.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0280 701A035 1.000 MILE| 1000.00000 1000.00| 2000.00000 2000.00| 1600.00000 1600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0290 701C001 1.000 MILE| 450.00000 450.00| 2000.00000 2000.00| 800.00000 800.00 Solid Temporary Traffic Stripe | | | 0300 705A037 14.000 EACH| 6.00000 84.00| 5.00000 70.00| 10.00000 140.00 Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 286.000 SQFT| 10.00000 2860.00| 10.00000 2860.00| 12.00000 3432.00 Construction Signs | | | 0320 740F002 4.000 EACH| 200.00000 800.00| 450.00000 1800.00| 220.00000 880.00 Barricades, Type III | | | 0330 740I005 4.000 EACH| 80.00000 320.00| 200.00000 800.00| 240.00000 960.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 453,489.50| $ 456,261.10| $ 461,816.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 453,489.50| $ 456,261.10| $ 461,816.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030926039 COUNTIES : MORGAN LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 8500.00000 8500.00| | Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 6500.00000 6500.00| | Removal Of Old Bridge, Station 3+69.6 | | | OF PROPOSED ROAD 11.9' LT) | | | 0030 210A000 868.000 CUYD| 22.00000 19096.00| | Unclassified Excavation | | | 0040 210D001 2904.000 CUYD| 12.25000 35574.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 2654.000 CUYD| 19.00000 50426.00| | Structure Excavation | | | 0060 214B001 453.000 CUYD| 22.00000 9966.00| | Foundation Backfill, Commercial | | | 0070 230A000 6.000 RBST| 450.00000 2700.00| | Roadbed Processing | | | 0080 301A004 511.000 SQYD| 16.00000 8176.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 1885.000 SQYD| 9.75000 18378.75| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1342.000 SQYD| 0.84000 1127.28| | Bituminous Treatment A | | | 0110 405A000 39.000 GAL | 1.90000 74.10| | Tack Coat | | | 0120 429A200 71.000 TON | 95.00000 6745.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 192.000 TON | 60.00000 11520.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 502A000 171190.000 LB | 0.60000 102714.00| | Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030926039 COUNTIES : MORGAN LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524A011 621.000 CUYD| 300.00000 186300.00| | Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 68000.00000 68000.00| | Mobilization | | | 0170 610C001 154.000 TON | 24.00000 3696.00| | Loose Riprap, Class 2 | | | 0180 610D000 201.000 SQYD| 3.50000 703.50| | Filter Blanket | | | 0190 630A001 275.000 LF | 14.40000 3960.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0200 630C050 4.000 EACH| 1400.00000 5600.00| | Guardrail End Anchor, Type 20 Series | | | 0210 650A000 267.000 CUYD| 25.00000 6675.00| | Topsoil | | | 0220 652A053 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 1E) | | | 0230 656A001 1.000 ACRE| 1000.00000 1000.00| | Mulching, Class A, Type 2 | | | 0240 665F000 50.000 EACH| 6.00000 300.00| | Hay Bales | | | 0250 665J000 100.000 LF | 4.75000 475.00| | Silt Fence, Type A | | | 0260 680A000 LUMP| 7500.00000 7500.00| | Engineering Controls | | | 0270 701A031 1.000 MILE| 1300.00000 1300.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0280 701A035 1.000 MILE| 1300.00000 1300.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0290 701C001 1.000 MILE| 475.00000 475.00| | Solid Temporary Traffic Stripe | | | 0300 705A037 14.000 EACH| 11.00000 154.00| | Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 286.000 SQFT| 8.25000 2359.50| | Construction Signs | | | 0320 740F002 4.000 EACH| 180.00000 720.00| | Barricades, Type III | | | 0330 740I005 4.000 EACH| 210.00000 840.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 573,855.13| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 573,855.13| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20030926040 COUNTIES : PIKE LETTING DATE : 09/26/03 10:00 AM DIVISION : 07 CONTRACT TIME : 175 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-5505(200) for constructing the Bridge Replacements (3 Precast) and ACGBBR-5504(200) Approaches on C.R.#6 at Big Creek southwest of Spring Hill, ACGBBR-5532(200) on C.R.#57 at Mims Creek southeast of Spring Hill and on C.R.#5 at Olustee Creek south of Briar Hill. Length 0.360 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 1,282,348.57 100.0000% 2 13099 MCINNIS, LLC $ 1,598,584.10 124.6607% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030926040 COUNTIES : PIKE LETTING DATE : 09/26/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 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| 20000.00000 20000.00| 25000.00000 25000.00| Removal Of Old Bridge, Station 9+24.55 | | | 0020 206A001 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| Removal Of Old Bridge, Station 9+09.11 | | | 0030 206A002 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| Removal Of Old Bridge, Station 8+71.34 | | | 0040 210A000 1206.000 CUYD| 10.00000 12060.00| 8.00000 9648.00| Unclassified Excavation | | | 0050 210D021 2275.000 CUYD| 10.00000 22750.00| 7.50000 17062.50| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 230A000 14.000 RBST| 550.00000 7700.00| 350.00000 4900.00| Roadbed Processing | | | 0070 301A042 4018.000 SQYD| 4.00000 16072.00| 6.00000 24108.00| Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0080 401A000 3041.000 SQYD| 0.60000 1824.60| 0.60000 1824.60| Bituminous Treatment A | | | 0090 429A201 218.000 TON | 78.50000 17113.00| 116.00000 25288.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 502A001 1682.000 LB | 2.50000 4205.00| 1.00000 1682.00| Steel Reinforcement (Grade 60) | | | 0110 505A030 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0120 505A032 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0130 505B100 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0140 505B102 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030926040 COUNTIES : PIKE LETTING DATE : 09/26/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( ) |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505M000 3250.000 LF | 10.50000 34125.00| 20.00000 65000.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0160 505M002 2275.000 LF | 12.50000 28437.50| 21.00000 47775.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0170 507A000 5.000 EACH| 2000.00000 10000.00| 2000.00000 10000.00| Wire Rope Abutment Anchor Assembly | | | 0180 508A000 128.000 LB | 5.00000 640.00| 5.00000 640.00| Structural Steel | | | 0190 510A000 117.000 CUYD| 300.00000 35100.00| 500.00000 58500.00| Bridge Substructure Concrete, Class A | | | 0200 511A000 220.000 EACH| 60.00000 13200.00| 100.00000 22000.00| Elastomeric Bearings, Type 1 | | | 0210 512A014 5.000 EACH| 2877.00000 14385.00| 3100.00000 15500.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0220 512B004 14.000 EACH| 3368.00000 47152.00| 3100.00000 43400.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0230 512C004 30.000 EACH| 3320.00000 99600.00| 3300.00000 99000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0240 512C007 10.000 EACH| 3442.00000 34420.00| 3300.00000 33000.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0250 512C017 72.000 EACH| 4267.00000 307224.00| 3450.00000 248400.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0260 512C025 24.000 EACH| 4548.00000 109152.00| 3450.00000 82800.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0270 512D002 4.000 EACH| 3652.00000 14608.00| 3100.00000 12400.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0280 512D005 6.000 EACH| 3684.00000 22104.00| 3100.00000 18600.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0290 512D025 16.000 EACH| 4334.00000 69344.00| 3300.00000 52800.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030926040 COUNTIES : PIKE LETTING DATE : 09/26/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( ) |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 512D030 8.000 EACH| 4302.00000 34416.00| 3300.00000 26400.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0310 512E000 40.000 EACH| 200.00000 8000.00| 900.00000 36000.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0320 512F000 18.000 EACH| 350.00000 6300.00| 900.00000 16200.00| Precast Concrete Wing Panels, Type W1 | | | 0330 512F003 2.000 EACH| 350.00000 700.00| 900.00000 1800.00| Precast Concrete Wing Panels, Type W1 | | | (Modified) | | | 0340 512G000 9.000 EACH| 415.00000 3735.00| 900.00000 8100.00| Precast Concrete Abutment Wing Cap Pane | | | 0350 512G001 1.000 EACH| 415.00000 415.00| 900.00000 900.00| Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0360 600A000 LUMP| 96214.47000 96214.47| 110000.00000 110000.00| Mobilization | | | 0370 610C001 1316.000 TON | 25.00000 32900.00| 28.00000 36848.00| Loose Riprap, Class 2 | | | 0380 610D003 1260.000 SQYD| 2.50000 3150.00| 2.00000 2520.00| Filter Blanket, Geotextile | | | 0390 630A001 100.000 LF | 10.50000 1050.00| 12.00000 1200.00| Steel Beam Guardrail, Class A, Type 2 | | | 0400 630C003 12.000 EACH| 910.00000 10920.00| 1000.00000 12000.00| Guardrail End Anchor, Type 13 | | | 0410 630C070 12.000 EACH| 1245.00000 14940.00| 1275.00000 15300.00| Guardrail End Anchor, Type 10 Series | | | 0420 650A000 339.000 CUYD| 15.00000 5085.00| 15.00000 5085.00| Topsoil | | | 0430 652A061 3.000 ACRE| 600.00000 1800.00| 600.00000 1800.00| Seeding (Mix 3E) | | | 0440 656A000 3.000 ACRE| 600.00000 1800.00| 600.00000 1800.00| Mulching, Class A, Type 1 | | | 0450 665F000 180.000 EACH| 6.00000 1080.00| 3.50000 630.00| Hay Bales | | | 0460 665J000 1820.000 LF | 4.00000 7280.00| 3.00000 5460.00| Silt Fence, Type A | | | 0470 680A000 LUMP| 17000.00000 17000.00| 60000.00000 60000.00| Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 040 -5 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030926040 COUNTIES : PIKE LETTING DATE : 09/26/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( ) |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 701A031 3.000 MILE| 1500.00000 4500.00| 5000.00000 15000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0490 701A035 3.000 MILE| 1500.00000 4500.00| 1500.00000 4500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0500 701A045 3.000 MILE| 800.00000 2400.00| 1500.00000 4500.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0510 701C000 3.000 MILE| 500.00000 1500.00| 800.00000 2400.00| Broken Temporary Traffic Stripe | | | 0520 701C001 3.000 MILE| 500.00000 1500.00| 1500.00000 4500.00| Solid Temporary Traffic Stripe | | | 0530 740B000 423.000 SQFT| 9.00000 3807.00| 525.00000 222075.00| Construction Signs | | | 0540 740F002 24.000 EACH| 110.00000 2640.00| 8.25000 198.00| Barricades, Type III | | | 0550 740I005 12.000 EACH| 125.00000 1500.00| 170.00000 2040.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,282,348.57| $ 1,598,584.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,282,348.57| $ 1,598,584.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20030926041 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6300(208) for constructing the Bridge Replacement on Bill George Road over Big Creek northwest of Tuscaloosa Municipal Airport. Length - 0.026 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19121 BOB SMITH CONSTRUCTION, INC. $ 402,432.95 100.0000% 2 14008 NEWELL & BUSH, INC. $ 420,217.40 104.4192% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 442,481.50 109.9516% 4 13099 MCINNIS, LLC $ 462,905.00 115.0266% 5 23071 WARRIOR CONSTRUCTORS, INC. $ 468,496.89 116.4161% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030926041 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 14008 |( 3 ) 01007 |BOB SMITH CONSTRUCTION, INC |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 201A000 LUMP| 2500.00000 2500.00| 17200.00000 17200.00| 25000.00000 25000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 7+99.08 | | | 0030 210A000 200.000 CUYD| 5.50000 1100.00| 10.00000 2000.00| 10.00000 2000.00 Unclassified Excavation | | | 0040 502A001 15943.000 LB | 0.65000 10362.95| 0.55000 8768.65| 0.50000 7971.50 Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 22715.00000 22715.00| 24000.00000 24000.00| 20000.00000 20000.00 Steel Reinforcement For Bridge | | | Superstructure, STATION 7+60.00, APPROX.| | | 34,945 LBS. | | | 0060 505A032 1.000 EACH| 2000.00000 2000.00| 200.00000 200.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505A037 1.000 EACH| 2000.00000 2000.00| 200.00000 200.00| 2000.00000 2000.00 Steel Test Piles (HP 14x89)Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 2000.00000 2000.00| 200.00000 200.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505B107 1.000 EACH| 2000.00000 2000.00| 200.00000 200.00| 2000.00000 2000.00 Static Loading Tests (HP 14x89)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0100 505M002 814.000 LF | 30.00000 24420.00| 19.00000 15466.00| 22.00000 17908.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0110 505M005 766.000 LF | 40.00000 30640.00| 26.25000 20107.50| 28.00000 21448.00 Steel Piling Furnished And Driven(HP | | | 14x89) | | | 0120 508A000 5719.000 LB | 3.00000 17157.00| 2.25000 12867.75| 3.50000 20016.50 Structural Steel | | | 0130 510A000 124.000 CUYD| 300.00000 37200.00| 365.00000 45260.00| 300.00000 37200.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030926041 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 14008 |( 3 ) 01007 |BOB SMITH CONSTRUCTION, INC |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 510C051 LUMP| 49350.00000 49350.00| 96000.00000 96000.00| 75000.00000 75000.00 Bridge Concrete Superstructure, STA. | | | 7+60, APPROX. 141 CY. | | | 0150 510E000 374.000 SQYD| 10.00000 3740.00| 5.25000 1963.50| 7.50000 2805.00 Grooving Concrete Bridge Decks | | | 0160 511A050 16.000 EACH| 75.00000 1200.00| 95.00000 1520.00| 200.00000 3200.00 Elastomeric Bearing Type 2(Mark B1) | | | 0170 511A051 8.000 EACH| 75.00000 600.00| 100.00000 800.00| 250.00000 2000.00 Elastomeric Bearing Type 2(Mark B2) | | | 0180 513B003 306.000 LF | 100.00000 30600.00| 77.00000 23562.00| 60.00000 18360.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0190 513B004 237.000 LF | 100.00000 23700.00| 98.00000 23226.00| 90.00000 21330.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0200 600A000 LUMP| 50000.00000 50000.00| 52000.00000 52000.00| 40500.00000 40500.00 Mobilization | | | 0210 610C001 1230.000 TON | 25.00000 30750.00| 20.50000 25215.00| 25.00000 30750.00 Loose Riprap, Class 2 | | | 0220 610D000 910.000 SQYD| 3.50000 3185.00| 2.00000 1820.00| 3.25000 2957.50 Filter Blanket | | | 0230 630A001 350.000 LF | 17.50000 6125.00| 11.50000 4025.00| 12.10000 4235.00 Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1500.00000 6000.00| 950.00000 3800.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1500.00000 6000.00| 1300.00000 5200.00| 1215.00000 4860.00 Guardrail End Anchor, Type 10 Series | | | 0260 665A000 1.000 ACRE| 800.00000 800.00| 50.00000 50.00| 500.00000 500.00 Temporary Seeding | | | 0270 665B000 1.000 ACRE| 800.00000 800.00| 50.00000 50.00| 500.00000 500.00 Temporary Mulching | | | 0280 665F000 48.000 EACH| 6.00000 288.00| 22.00000 1056.00| 5.00000 240.00 Hay Bales | | | 0290 665I000 80.000 TON | 25.00000 2000.00| 16.00000 1280.00| 30.00000 2400.00 Temporary Riprap, Class 2 | | | 0300 665J000 600.000 LF | 3.00000 1800.00| 4.50000 2700.00| 6.50000 3900.00 Silt Fence, Type A | | | 0310 665K000 40.000 CUYD| 5.00000 200.00| 2.00000 80.00| 20.00000 800.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030926041 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 14008 |( 3 ) 01007 |BOB SMITH CONSTRUCTION, INC |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 680A000 LUMP| 10000.00000 10000.00| 1000.00000 1000.00| 36500.00000 36500.00 Engineering Controls | | | 0330 740B000 20.000 SQFT| 10.00000 200.00| 75.00000 1500.00| 15.00000 300.00 Construction Signs | | | 0340 740F002 4.000 EACH| 200.00000 800.00| 300.00000 1200.00| 350.00000 1400.00 Barricades, Type III | | | 0350 740I005 2.000 EACH| 100.00000 200.00| 350.00000 700.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 402,432.95| $ 420,217.40| $ 442,481.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 402,432.95| $ 420,217.40| $ 442,481.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 041 -5 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030926041 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 23071 |( ) |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 40000.00000 40000.00| 16568.00000 16568.00| Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 45000.00000 45000.00| 71234.45000 71234.45| Removal Of Old Bridge, Station 7+99.08 | | | 0030 210A000 200.000 CUYD| 10.00000 2000.00| 1.75000 350.00| Unclassified Excavation | | | 0040 502A001 15943.000 LB | 0.50000 7971.50| 0.60000 9565.80| Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 18000.00000 18000.00| 22345.00000 22345.00| Steel Reinforcement For Bridge | | | Superstructure, STATION 7+60.00, APPROX.| | | 34,945 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 505A037 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 14x89)Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505B107 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| Static Loading Tests (HP 14x89)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0100 505M002 814.000 LF | 24.00000 19536.00| 22.00000 17908.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0110 505M005 766.000 LF | 28.00000 21448.00| 28.00000 21448.00| Steel Piling Furnished And Driven(HP | | | 14x89) | | | 0120 508A000 5719.000 LB | 2.50000 14297.50| 4.00000 22876.00| Structural Steel | | | 0130 510A000 124.000 CUYD| 500.00000 62000.00| 474.98000 58897.52| Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 041 -6 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030926041 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 23071 |( ) |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 510C051 LUMP| 80000.00000 80000.00| 67001.12000 67001.12| Bridge Concrete Superstructure, STA. | | | 7+60, APPROX. 141 CY. | | | 0150 510E000 374.000 SQYD| 6.00000 2244.00| 5.00000 1870.00| Grooving Concrete Bridge Decks | | | 0160 511A050 16.000 EACH| 75.00000 1200.00| 100.00000 1600.00| Elastomeric Bearing Type 2(Mark B1) | | | 0170 511A051 8.000 EACH| 75.00000 600.00| 100.00000 800.00| Elastomeric Bearing Type 2(Mark B2) | | | 0180 513B003 306.000 LF | 60.00000 18360.00| 60.00000 18360.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0190 513B004 237.000 LF | 80.00000 18960.00| 70.00000 16590.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0200 600A000 LUMP| 40000.00000 40000.00| 50213.00000 50213.00| Mobilization | | | 0210 610C001 1230.000 TON | 24.00000 29520.00| 25.00000 30750.00| Loose Riprap, Class 2 | | | 0220 610D000 910.000 SQYD| 3.50000 3185.00| 3.00000 2730.00| Filter Blanket | | | 0230 630A001 350.000 LF | 12.10000 4235.00| 15.00000 5250.00| Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1215.00000 4860.00| 1500.00000 6000.00| Guardrail End Anchor, Type 10 Series | | | 0260 665A000 1.000 ACRE| 600.00000 600.00| 1000.00000 1000.00| Temporary Seeding | | | 0270 665B000 1.000 ACRE| 600.00000 600.00| 1000.00000 1000.00| Temporary Mulching | | | 0280 665F000 48.000 EACH| 6.00000 288.00| 10.00000 480.00| Hay Bales | | | 0290 665I000 80.000 TON | 50.00000 4000.00| 25.00000 2000.00| Temporary Riprap, Class 2 | | | 0300 665J000 600.000 LF | 5.00000 3000.00| 5.00000 3000.00| Silt Fence, Type A | | | 0310 665K000 40.000 CUYD| 20.00000 800.00| 10.00000 400.00| Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 041 -7 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030926041 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 23071 |( ) |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 680A000 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| Engineering Controls | | | 0330 740B000 20.000 SQFT| 10.00000 200.00| 8.00000 160.00| Construction Signs | | | 0340 740F002 4.000 EACH| 400.00000 1600.00| 100.00000 400.00| Barricades, Type III | | | 0350 740I005 2.000 EACH| 500.00000 1000.00| 100.00000 200.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 462,905.00| $ 468,496.89| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 462,905.00| $ 468,496.89| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20030926042 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-6300(209) for constructing the Bridge Replacement on Brownville Pike Road at the Sipsey River west of Brownville. Length 0.054 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 870,598.50 100.0000% 2 23071 WARRIOR CONSTRUCTORS, INC. $ 950,962.85 109.2309% 3 13099 MCINNIS, LLC $ 994,212.50 114.1987% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030926042 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23071 |( 3 ) 13099 |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 80000.00000 80000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 210A000 2235.000 CUYD| 10.00000 22350.00| 3.00000 6705.00| 8.00000 17880.00 Unclassified Excavation | | | 0030 502A001 59602.000 LB | 0.50000 29801.00| 0.60000 35761.20| 0.75000 44701.50 Steel Reinforcement (Grade 60) | | | 0040 502B000 LUMP| 40000.00000 40000.00| 67500.00000 67500.00| 75000.00000 75000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 45+65.00, | | | Approx. 67194 Lbs. | | | 0050 505A002 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53) | | | 0060 505B057 1.000 EACH| 5000.00000 5000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12x53) | | | 0070 505M002 539.000 LF | 22.00000 11858.00| 26.75000 14418.25| 25.00000 13475.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 506A000 300.000 LF | 340.00000 102000.00| 425.00000 127500.00| 571.00000 171300.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0090 506C043 313.000 LF | 70.00000 21910.00| 125.00000 39125.00| 65.00000 20345.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0100 506F001 93.000 LF | 200.00000 18600.00| 250.00000 23250.00| 195.00000 18135.00 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0110 506G003 4.000 EACH| 4250.00000 17000.00| 5000.00000 20000.00| 4000.00000 16000.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0120 508A000 5260.000 LB | 4.00000 21040.00| 4.00000 21040.00| 2.00000 10520.00 Structural Steel | | | 0130 510A000 84.000 CUYD| 300.00000 25200.00| 500.00000 42000.00| 450.00000 37800.00 Bridge Substructure Concrete, Class A | | | 0140 510C051 LUMP| 167000.00000 167000.00| 175000.00000 175000.00| 160000.00000 160000.00 Bridge Concrete Superstructure, Station | | | 45+65.00, Approx. 281 Cu. Yds. | | | 0150 510E000 747.000 SQYD| 4.00000 2988.00| 5.00000 3735.00| 3.00000 2241.00 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030926042 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23071 |( 3 ) 13099 |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 511A001 24.000 EACH| 200.00000 4800.00| 376.33000 9031.92| 150.00000 3600.00 Elastomeric Bearings, Type 2 | | | 0170 513B005 630.000 LF | 110.00000 69300.00| 111.23000 70074.90| 90.00000 56700.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0180 513B017 518.000 LF | 160.00000 82880.00| 146.31000 75788.58| 160.00000 82880.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0190 600A000 LUMP| 103820.00000 103820.00| 109562.00000 109562.00| 80000.00000 80000.00 Mobilization | | | 0200 610C001 1818.000 TON | 25.00000 45450.00| 25.00000 45450.00| 22.00000 39996.00 Loose Riprap, Class 2 | | | 0210 610D000 962.000 SQYD| 3.25000 3126.50| 3.00000 2886.00| 2.00000 1924.00 Filter Blanket | | | 0220 630A001 50.000 LF | 14.80000 740.00| 15.00000 750.00| 12.50000 625.00 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C003 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0240 630C070 4.000 EACH| 1250.00000 5000.00| 1500.00000 6000.00| 1100.00000 4400.00 Guardrail End Anchor, Type 10 Series | | | 0250 665F000 100.000 EACH| 5.00000 500.00| 8.00000 800.00| 6.50000 650.00 Hay Bales | | | 0260 665J000 1830.000 LF | 6.50000 11895.00| 5.00000 9150.00| 4.00000 7320.00 Silt Fence, Type A | | | 0270 665K000 60.000 CUYD| 20.00000 1200.00| 25.00000 1500.00| 20.00000 1200.00 Drainage Sump Excavation | | | 0280 680A000 LUMP| 40000.00000 40000.00| 29200.00000 29200.00| 35000.00000 35000.00 Engineering Controls | | | 0290 740B000 109.000 SQFT| 10.00000 1090.00| 15.00000 1635.00| 10.00000 1090.00 Construction Signs | | | 0300 740F002 12.000 EACH| 225.00000 2700.00| 150.00000 1800.00| 165.00000 1980.00 Barricades, Type III | | | 0310 740I005 6.000 EACH| 325.00000 1950.00| 50.00000 300.00| 275.00000 1650.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 870,598.50| $ 950,962.85| $ 994,212.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 870,598.50| $ 950,962.85| $ 994,212.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20030926043 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 CONTRACT TIME : 85 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6300(211) for constructing the Bridge Replacement on Rue Road at Carroll Creek northeast of Mt. Olive. Length 0.037 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19121 BOB SMITH CONSTRUCTION, INC. $ 506,633.35 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 515,282.50 101.7072% 3 23071 WARRIOR CONSTRUCTORS, INC. $ 547,587.10 108.0835% 4 13099 MCINNIS, LLC $ 556,792.60 109.9005% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030926043 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 01007 |( 3 ) 23071 |BOB SMITH CONSTRUCTION, INC |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 2500.00000 2500.00| 24000.00000 24000.00| 25235.43000 25235.43 Clearing & Grubbing (Approximately 1 | | | ACRES) | | | 0020 206A000 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 60874.00000 60874.00 Removal Of Old Bridge, Station 10+36.55 | | | 0030 210A000 584.000 CUYD| 5.50000 3212.00| 10.00000 5840.00| 1.72000 1004.48 Unclassified Excavation | | | 0040 502A001 20499.000 LB | 0.65000 13324.35| 0.50000 10249.50| 0.63000 12914.37 Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 31850.00000 31850.00| 30000.00000 30000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure, STATION 9+58.00, | | | APPROX 49002 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 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) | | | 0080 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 1000.00000 1000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505B106 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 1000.00000 1000.00 Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0100 505M002 903.000 LF | 30.00000 27090.00| 20.00000 18060.00| 22.61000 20416.83 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0110 505M004 1558.000 LF | 40.00000 62320.00| 24.00000 37392.00| 28.53000 44449.74 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0120 508A000 6700.000 LB | 3.00000 20100.00| 3.50000 23450.00| 4.00000 26800.00 Structural Steel | | | 0130 510A000 140.000 CUYD| 300.00000 42000.00| 300.00000 42000.00| 425.67000 59593.80 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030926043 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 01007 |( 3 ) 23071 |BOB SMITH CONSTRUCTION, INC |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 510C051 LUMP| 69300.00000 69300.00| 90000.00000 90000.00| 92567.45000 92567.45 Bridge Concrete Superstructure, STATION | | | 9+58.00, APPROX 198 CY | | | 0150 510E000 534.000 SQYD| 10.00000 5340.00| 5.50000 2937.00| 5.00000 2670.00 Grooving Concrete Bridge Decks | | | 0160 511A050 16.000 EACH| 50.00000 800.00| 200.00000 3200.00| 75.00000 1200.00 Elastomeric Bearing Type 2(Mark B1) | | | 0170 511A051 16.000 EACH| 50.00000 800.00| 250.00000 4000.00| 75.00000 1200.00 Elastomeric Bearing Type 2(Mark B2) | | | 0180 513B003 306.000 LF | 85.00000 26010.00| 60.00000 18360.00| 60.00000 18360.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0190 513B004 474.000 LF | 85.00000 40290.00| 90.00000 42660.00| 70.00000 33180.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0200 600A000 LUMP| 60000.00000 60000.00| 41000.00000 41000.00| 51000.00000 51000.00 Mobilization | | | 0210 610C001 1240.000 TON | 25.00000 31000.00| 25.00000 31000.00| 25.00000 31000.00 Loose Riprap, Class 2 | | | 0220 610D000 1072.000 SQYD| 3.50000 3752.00| 3.25000 3484.00| 3.00000 3216.00 Filter Blanket | | | 0230 630A001 350.000 LF | 17.50000 6125.00| 12.90000 4515.00| 11.50000 4025.00 Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1500.00000 6000.00| 1110.00000 4440.00| 960.00000 3840.00 Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1500.00000 6000.00| 1250.00000 5000.00| 1295.00000 5180.00 Guardrail End Anchor, Type 10 Series | | | 0260 665A000 2.000 ACRE| 800.00000 1600.00| 500.00000 1000.00| 875.00000 1750.00 Temporary Seeding | | | 0270 665B000 2.000 ACRE| 800.00000 1600.00| 500.00000 1000.00| 875.00000 1750.00 Temporary Mulching | | | 0280 665F000 30.000 EACH| 6.00000 180.00| 5.00000 150.00| 10.00000 300.00 Hay Bales | | | 0290 665I000 80.000 TON | 25.00000 2000.00| 30.00000 2400.00| 25.00000 2000.00 Temporary Riprap, Class 2 | | | 0300 665J000 680.000 LF | 3.00000 2040.00| 6.50000 4420.00| 5.00000 3400.00 Silt Fence, Type A | | | 0310 665K000 40.000 CUYD| 5.00000 200.00| 20.00000 800.00| 10.00000 400.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030926043 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 01007 |( 3 ) 23071 |BOB SMITH CONSTRUCTION, INC |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 680A000 LUMP| 12000.00000 12000.00| 13225.00000 13225.00| 7500.00000 7500.00 Engineering Controls | | | 0330 740B000 20.000 SQFT| 10.00000 200.00| 15.00000 300.00| 8.00000 160.00 Construction Signs | | | 0340 740F002 4.000 EACH| 200.00000 800.00| 350.00000 1400.00| 100.00000 400.00 Barricades, Type III | | | 0350 740I005 2.000 EACH| 100.00000 200.00| 500.00000 1000.00| 100.00000 200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 506,633.35| $ 515,282.50| $ 547,587.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 506,633.35| $ 515,282.50| $ 547,587.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 043 -5 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030926043 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 50000.00000 50000.00| | Clearing & Grubbing (Approximately 1 | | | ACRES) | | | 0020 206A000 LUMP| 50000.00000 50000.00| | Removal Of Old Bridge, Station 10+36.55 | | | 0030 210A000 584.000 CUYD| 10.00000 5840.00| | Unclassified Excavation | | | 0040 502A001 20499.000 LB | 0.40000 8199.60| | Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 24500.00000 24500.00| | Steel Reinforcement For Bridge | | | Superstructure, STATION 9+58.00, | | | APPROX 49002 LBS | | | 0060 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505A036 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505B106 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0100 505M002 903.000 LF | 24.00000 21672.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0110 505M004 1558.000 LF | 28.00000 43624.00| | Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0120 508A000 6700.000 LB | 3.00000 20100.00| | Structural Steel | | | 0130 510A000 140.000 CUYD| 500.00000 70000.00| | Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 043 -6 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030926043 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 510C051 LUMP| 89100.00000 89100.00| | Bridge Concrete Superstructure, STATION | | | 9+58.00, APPROX 198 CY | | | 0150 510E000 534.000 SQYD| 5.00000 2670.00| | Grooving Concrete Bridge Decks | | | 0160 511A050 16.000 EACH| 75.00000 1200.00| | Elastomeric Bearing Type 2(Mark B1) | | | 0170 511A051 16.000 EACH| 50.00000 800.00| | Elastomeric Bearing Type 2(Mark B2) | | | 0180 513B003 306.000 LF | 60.00000 18360.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0190 513B004 474.000 LF | 80.00000 37920.00| | Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0200 600A000 LUMP| 40000.00000 40000.00| | Mobilization | | | 0210 610C001 1240.000 TON | 25.00000 31000.00| | Loose Riprap, Class 2 | | | 0220 610D000 1072.000 SQYD| 3.50000 3752.00| | Filter Blanket | | | 0230 630A001 350.000 LF | 12.90000 4515.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1110.00000 4440.00| | Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1250.00000 5000.00| | Guardrail End Anchor, Type 10 Series | | | 0260 665A000 2.000 ACRE| 300.00000 600.00| | Temporary Seeding | | | 0270 665B000 2.000 ACRE| 300.00000 600.00| | Temporary Mulching | | | 0280 665F000 30.000 EACH| 6.00000 180.00| | Hay Bales | | | 0290 665I000 80.000 TON | 50.00000 4000.00| | Temporary Riprap, Class 2 | | | 0300 665J000 680.000 LF | 4.00000 2720.00| | Silt Fence, Type A | | | 0310 665K000 40.000 CUYD| 20.00000 800.00| | Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 043 -7 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030926043 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0330 740B000 20.000 SQFT| 10.00000 200.00| | Construction Signs | | | 0340 740F002 4.000 EACH| 250.00000 1000.00| | Barricades, Type III | | | 0350 740I005 2.000 EACH| 500.00000 1000.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 556,792.60| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 556,792.60| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20030926044 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-6324(200) for constructing the Bridge Replacement on Old Greenboro Road over Little Sandy Creek south of Tuscaloosa. Length - 0.030 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19121 BOB SMITH CONSTRUCTION, INC. $ 417,213.05 100.0000% 2 14008 NEWELL & BUSH, INC. $ 434,530.75 104.1508% 3 13099 MCINNIS, LLC $ 443,438.00 106.2857% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 484,484.25 116.1239% 5 23071 WARRIOR CONSTRUCTORS, INC. $ 511,506.34 122.6008% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030926044 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 14008 |( 3 ) 13099 |BOB SMITH CONSTRUCTION, INC |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 201A000 LUMP| 2500.00000 2500.00| 17200.00000 17200.00| 25000.00000 25000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 20000.00000 20000.00| 24500.00000 24500.00| 40000.00000 40000.00 Removal Of Old Bridge, Station 6+64.50 | | | 0030 210A000 266.000 CUYD| 5.50000 1463.00| 10.00000 2660.00| 10.00000 2660.00 Unclassified Excavation | | | 0040 502A001 15607.000 LB | 0.65000 10144.55| 0.55000 8583.85| 0.50000 7803.50 Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 25780.00000 25780.00| 26000.00000 26000.00| 20000.00000 20000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 6+52.00, APPROX | | | 39661 LBS | | | 0060 505A032 1.000 EACH| 2000.00000 2000.00| 200.00000 200.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505A036 1.000 EACH| 2000.00000 2000.00| 200.00000 200.00| 2000.00000 2000.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 2000.00000 2000.00| 200.00000 200.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505B106 1.000 EACH| 2000.00000 2000.00| 200.00000 200.00| 2000.00000 2000.00 Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0100 505M002 760.000 LF | 30.00000 22800.00| 19.00000 14440.00| 24.00000 18240.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0110 505M004 937.000 LF | 40.00000 37480.00| 22.00000 20614.00| 28.00000 26236.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0120 508A000 5742.000 LB | 3.00000 17226.00| 2.25000 12919.50| 3.50000 20097.00 Structural Steel | | | 0130 510A000 118.000 CUYD| 300.00000 35400.00| 385.00000 45430.00| 450.00000 53100.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030926044 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 14008 |( 3 ) 13099 |BOB SMITH CONSTRUCTION, INC |NEWELL & BUSH, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 510C051 LUMP| 56350.00000 56350.00| 102000.00000 102000.00| 75000.00000 75000.00 Bridge Concrete Superstructure, STA | | | 6+52.00, APPROX 161 CU YDS | | | 0150 510E000 427.000 SQYD| 10.00000 4270.00| 4.70000 2006.90| 6.00000 2562.00 Grooving Concrete Bridge Decks | | | 0160 511A050 8.000 EACH| 75.00000 600.00| 160.00000 1280.00| 75.00000 600.00 Elastomeric Bearing Type 2(Mark B1) | | | 0170 511A051 16.000 EACH| 75.00000 1200.00| 79.00000 1264.00| 75.00000 1200.00 Elastomeric Bearing Type 2(Mark B2) | | | 0180 513B003 153.000 LF | 100.00000 15300.00| 91.00000 13923.00| 60.00000 9180.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0190 513B004 470.000 LF | 100.00000 47000.00| 95.00000 44650.00| 85.00000 39950.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0200 600A000 LUMP| 50000.00000 50000.00| 52000.00000 52000.00| 35000.00000 35000.00 Mobilization | | | 0210 610C001 1155.000 TON | 25.00000 28875.00| 20.00000 23100.00| 24.00000 27720.00 Loose Riprap, Class 2 | | | 0220 610D000 917.000 SQYD| 3.50000 3209.50| 2.50000 2292.50| 3.50000 3209.50 Filter Blanket | | | 0230 630A001 50.000 LF | 17.50000 875.00| 14.50000 725.00| 10.00000 500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1500.00000 6000.00| 1100.00000 4400.00| 1200.00000 4800.00 Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1500.00000 6000.00| 1200.00000 4800.00| 1200.00000 4800.00 Guardrail End Anchor, Type 10 Series | | | 0260 665A000 1.000 ACRE| 800.00000 800.00| 1.00000 1.00| 500.00000 500.00 Temporary Seeding | | | 0270 665B000 1.000 ACRE| 800.00000 800.00| 1.00000 1.00| 500.00000 500.00 Temporary Mulching | | | 0280 665F000 30.000 EACH| 6.00000 180.00| 22.00000 660.00| 6.00000 180.00 Hay Bales | | | 0290 665I000 80.000 TON | 25.00000 2000.00| 17.00000 1360.00| 50.00000 4000.00 Temporary Riprap, Class 2 | | | 0300 665J000 520.000 LF | 3.00000 1560.00| 4.50000 2340.00| 5.00000 2600.00 Silt Fence, Type A | | | 0310 665K000 40.000 CUYD| 5.00000 200.00| 2.00000 80.00| 20.00000 800.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030926044 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 14008 |( 3 ) 13099 |BOB SMITH CONSTRUCTION, INC |NEWELL & BUSH, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 680A000 LUMP| 10000.00000 10000.00| 1000.00000 1000.00| 5000.00000 5000.00 Engineering Controls | | | 0330 740B000 20.000 SQFT| 10.00000 200.00| 85.00000 1700.00| 10.00000 200.00 Construction Signs | | | 0340 740F002 4.000 EACH| 200.00000 800.00| 275.00000 1100.00| 500.00000 2000.00 Barricades, Type III | | | 0350 740I005 2.000 EACH| 100.00000 200.00| 350.00000 700.00| 1000.00000 2000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 417,213.05| $ 434,530.75| $ 443,438.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 417,213.05| $ 434,530.75| $ 443,438.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 044 -5 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030926044 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 23071 |( ) |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 28000.00000 28000.00| 12000.00000 12000.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 37000.00000 37000.00| 78400.00000 78400.00| Removal Of Old Bridge, Station 6+64.50 | | | 0030 210A000 266.000 CUYD| 10.00000 2660.00| 10.00000 2660.00| Unclassified Excavation | | | 0040 502A001 15607.000 LB | 0.50000 7803.50| 0.65000 10144.55| Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 20000.00000 20000.00| 24500.00000 24500.00| Steel Reinforcement For Bridge | | | Superstructure, STA 6+52.00, APPROX | | | 39661 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 505A036 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505B106 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0100 505M002 760.000 LF | 22.00000 16720.00| 23.00000 17480.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0110 505M004 937.000 LF | 28.00000 26236.00| 29.00000 27173.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0120 508A000 5742.000 LB | 3.50000 20097.00| 4.00000 22968.00| Structural Steel | | | 0130 510A000 118.000 CUYD| 300.00000 35400.00| 525.00000 61950.00| Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 044 -6 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030926044 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 23071 |( ) |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 510C051 LUMP| 80000.00000 80000.00| 75000.00000 75000.00| Bridge Concrete Superstructure, STA | | | 6+52.00, APPROX 161 CU YDS | | | 0150 510E000 427.000 SQYD| 7.50000 3202.50| 5.00000 2135.00| Grooving Concrete Bridge Decks | | | 0160 511A050 8.000 EACH| 200.00000 1600.00| 250.00000 2000.00| Elastomeric Bearing Type 2(Mark B1) | | | 0170 511A051 16.000 EACH| 250.00000 4000.00| 250.00000 4000.00| Elastomeric Bearing Type 2(Mark B2) | | | 0180 513B003 153.000 LF | 60.00000 9180.00| 62.35000 9539.55| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0190 513B004 470.000 LF | 90.00000 42300.00| 82.79000 38911.30| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0200 600A000 LUMP| 50000.00000 50000.00| 61158.94000 61158.94| Mobilization | | | 0210 610C001 1155.000 TON | 25.00000 28875.00| 25.00000 28875.00| Loose Riprap, Class 2 | | | 0220 610D000 917.000 SQYD| 3.25000 2980.25| 3.00000 2751.00| Filter Blanket | | | 0230 630A001 50.000 LF | 14.00000 700.00| 14.00000 700.00| Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1100.00000 4400.00| 1050.00000 4200.00| Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1225.00000 4900.00| 1150.00000 4600.00| Guardrail End Anchor, Type 10 Series | | | 0260 665A000 1.000 ACRE| 500.00000 500.00| 400.00000 400.00| Temporary Seeding | | | 0270 665B000 1.000 ACRE| 500.00000 500.00| 400.00000 400.00| Temporary Mulching | | | 0280 665F000 30.000 EACH| 5.00000 150.00| 10.00000 300.00| Hay Bales | | | 0290 665I000 80.000 TON | 30.00000 2400.00| 25.00000 2000.00| Temporary Riprap, Class 2 | | | 0300 665J000 520.000 LF | 6.50000 3380.00| 5.00000 2600.00| Silt Fence, Type A | | | 0310 665K000 40.000 CUYD| 20.00000 800.00| 10.00000 400.00| Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 044 -7 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030926044 COUNTIES : TUSCALOOSA LETTING DATE : 09/26/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 23071 |( ) |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 680A000 LUMP| 40000.00000 40000.00| 7500.00000 7500.00| Engineering Controls | | | 0330 740B000 20.000 SQFT| 15.00000 300.00| 8.00000 160.00| Construction Signs | | | 0340 740F002 4.000 EACH| 350.00000 1400.00| 100.00000 400.00| Barricades, Type III | | | 0350 740I005 2.000 EACH| 500.00000 1000.00| 100.00000 200.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 484,484.25| $ 511,506.34| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 484,484.25| $ 511,506.34| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20030926045 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPBH-7012(601) for constructing the Fiber Optic and Traffic Signal Improvements on S.R.#3 (U.S.#31) at various intersections as indicated the Plans from I-65 to S.R.#38 (U.S.#280) near Homewood. Length - 5.757 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 919,216.50 100.0000% 2 19060 STONE ELECTRIC COMPANY, INC. $ 957,315.10 104.1447% 3 20003 TEMPLE ELECTRIC COMPANY, INC. $ 961,744.50 104.6265% 4 13098 MASTEC NORTH AMERICA, INC. $ 997,979.50 108.5685% 5 07004 GEORGIA ELECTRIC COMPANY $ 1,136,178.37 123.6029% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030926045 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( 3 ) 20003 |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 42000.00000 42000.00| 114000.00000 114000.00| 40000.00000 40000.00 Mobilization | | | 0020 654A000 1200.000 SQYD| 7.00000 8400.00| 6.00000 7200.00| 5.00000 6000.00 Solid Sodding | | | 0030 730A012 LUMP| 200.00000 200.00| 1000.00000 1000.00| 204.00000 204.00 Removal Of Existing Traffic Control | | | Unit (Partial)( ( U.S. Hwy 31 @ | | | Vesthaven Way ) | | | 0040 730A013 LUMP| 200.00000 200.00| 750.00000 750.00| 204.00000 204.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Vestavia | | | Plaza ) | | | 0050 730A014 LUMP| 900.00000 900.00| 1000.00000 1000.00| 535.00000 535.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Old | | | Montgomery Hwy. ) | | | 0060 730A015 LUMP| 900.00000 900.00| 900.00000 900.00| 498.00000 498.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Saulter | | | Rd / Old | | | 0070 730A016 LUMP| 800.00000 800.00| 900.00000 900.00| 443.00000 443.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Mayfair | | | Rd.) | | | 0080 730A017 LUMP| 1000.00000 1000.00| 750.00000 750.00| 516.00000 516.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ | | | Poinciana Dr. ) | | | 0090 730A018 LUMP| 2000.00000 2000.00| 1100.00000 1100.00| 1022.00000 1022.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( US Hwy 31 @ Oxmoor Rd | | | / Hollywood Blvd | | | 0100 730A019 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 522.00000 522.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( US Hwy 31 @ 28th Ave / | | | Ventura Dr.) | | | 0110 730C000 LUMP| 6500.00000 6500.00| 5665.00000 5665.00| 4141.00000 4141.00 Furnishing And Installing Traffic | | | Control Unit ( US Hwy 31 @ I-65 / | | | Columbiana Rd. ) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030926045 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( 3 ) 20003 |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 730C001 LUMP| 4400.00000 4400.00| 2660.00000 2660.00| 4015.00000 4015.00 Furnishing And Installing Traffic | | | Control Unit (US Hwy 31 @ Vestavia Pkwy.| | | ) | | | 0130 730C002 LUMP| 6400.00000 6400.00| 5469.00000 5469.00| 3918.00000 3918.00 Furnishing And Installing Traffic | | | Control Unit ( US Hwy 31 @ Massey Rd. ) | | | 0140 730C003 LUMP| 6400.00000 6400.00| 5020.00000 5020.00| 3849.00000 3849.00 Furnishing And Installing Traffic | | | Control Unit (US Hwy 31 @ Pizitz Dr / | | | Vestavia Forest | | | 0150 730C004 LUMP| 6400.00000 6400.00| 5243.00000 5243.00| 3809.00000 3809.00 Furnishing And Installing Traffic | | | Control Unit ( US Hwy 31 @ Vestridge Dr.| | | ) | | | 0160 730C005 LUMP| 6400.00000 6400.00| 5243.00000 5243.00| 3809.00000 3809.00 Furnishing And Installing Traffic | | | Control Unit ( US Hwy 31 @ Vestavia | | | Hills Elementary | | | 0170 730C006 LUMP| 6200.00000 6200.00| 5038.00000 5038.00| 3640.00000 3640.00 Furnishing And Installing Traffic | | | Control Unit ( US Hwy 31 @ Merryvale Rd.| | | ) | | | 0180 730C007 LUMP| 6100.00000 6100.00| 5038.00000 5038.00| 2249.00000 2249.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Vesthaven | | | Way) | | | 0190 730C008 LUMP| 4800.00000 4800.00| 3326.00000 3326.00| 2269.00000 2269.00 Furnishing And Installing Traffic | | | Control Unit (U.S. 31 @ Vestavia Plaza) | | | 0200 730C009 LUMP| 6100.00000 6100.00| 5120.00000 5120.00| 3686.00000 3686.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Old Creek | | | Trail) | | | 0210 730C010 LUMP| 6700.00000 6700.00| 5670.00000 5670.00| 4980.00000 4980.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Canyon Rd.) | | | 0220 730C011 LUMP| 6900.00000 6900.00| 5981.00000 5981.00| 5088.00000 5088.00 Furnishing And Installing Traffic | | | Control Unit (U.S.Hwy 31 @ Kentucky Ave.| | | ) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030926045 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( 3 ) 20003 |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 730C012 LUMP| 7350.00000 7350.00| 6830.00000 6830.00| 5936.00000 5936.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Laurel Rd / | | | Tyson Rd) | | | 0240 730C013 LUMP| 6400.00000 6400.00| 5296.00000 5296.00| 3851.00000 3851.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Shades | | | Crest Rd.) | | | 0250 730C014 LUMP| 7500.00000 7500.00| 3687.00000 3687.00| 5420.00000 5420.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Old | | | Montgomery Hwy.) | | | 0260 730C015 LUMP| 6400.00000 6400.00| 3574.00000 3574.00| 6097.00000 6097.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Saulter Rd | | | / Old | | | 0270 730C100 LUMP| 6500.00000 6500.00| 3200.00000 3200.00| 6145.00000 6145.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Mayfair Rd.)| | | 0280 730C101 LUMP| 6300.00000 6300.00| 2960.00000 2960.00| 6000.00000 6000.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Poinciana | | | Dr.) | | | 0290 730C102 LUMP| 10100.00000 10100.00| 5206.00000 5206.00| 8614.00000 8614.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Oxmoor Rd/ | | | HollywoodBlvd. | | | 0300 730C103 LUMP| 7500.00000 7500.00| 3279.00000 3279.00| 7800.00000 7800.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ 28th Ave / | | | Ventura Dr) | | | 0310 730H001 3275.000 LF | 2.50000 8187.50| 2.60000 8515.00| 3.50000 11462.50 Loop Wire | | | 0320 730I001 370.000 LF | 1.50000 555.00| 1.25000 462.50| 1.00000 370.00 Loop Detector Lead-In-Cable | | | 0330 730J010 74.000 EACH| 165.00000 12210.00| 120.00000 8880.00| 150.00000 11100.00 Vehicle Loop Detector | | | 0340 730L002 220.000 LF | 3.00000 660.00| 2.36000 519.20| 7.00000 1540.00 1", Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 045 -5 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030926045 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( 3 ) 20003 |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 730L007 40.000 LF | 10.00000 400.00| 3.00000 120.00| 6.00000 240.00 3", Non-Metallic, Conduit | | | 0360 730P022 71.000 EACH| 680.00000 48280.00| 759.00000 53889.00| 680.00000 48280.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0370 730P024 7.000 EACH| 1085.00000 7595.00| 1383.00000 9681.00| 1250.00000 8750.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0380 730Q011 26.000 EACH| 750.00000 19500.00| 817.00000 21242.00| 680.00000 17680.00 Pedestrian Signal Head, Type LED | | | 0390 730R022 7.000 EACH| 7500.00000 52500.00| 8170.00000 57190.00| 7900.00000 55300.00 Controller Assembly, Type III, 8 Phase | | | 0400 730R030 2.000 EACH| 11525.00000 23050.00| 12505.00000 25010.00| 10700.00000 21400.00 Controller Assembly, Type III, Master | | | 0410 730T000 1.000 EACH| 275.00000 275.00| 435.00000 435.00| 500.00000 500.00 Wood Pole | | | 0420 730U005 LUMP| 26000.00000 26000.00| 27674.00000 27674.00| 23000.00000 23000.00 Furnishing And Installing Video | | | Detection System | | | 0430 734A014 35030.000 LF | 1.75000 61302.50| 1.00000 35030.00| 1.85000 64805.50 Cable OSP, Loose Tube, 60F SM | | | 0440 734A100 5010.000 LF | 1.00000 5010.00| 1.00000 5010.00| 0.75000 3757.50 Messenger Wire | | | 0450 734B005 1100.000 LF | 1.25000 1375.00| 0.60000 660.00| 1.50000 1650.00 Drop Cable OSP 6F SM Central Core | | | 0460 734E000 25930.000 LF | 0.25000 6482.50| 0.20000 5186.00| 0.50000 12965.00 Detectable Tape System | | | 0470 734E036 270.000 LF | 5.00000 1350.00| 2.00000 540.00| 5.00000 1350.00 Conduit PVC Schedule 80 1 1/4 Inch | | | 0480 734E037 40.000 LF | 5.00000 200.00| 3.00000 120.00| 5.00000 200.00 Conduit PVC Schedule 80 2 Inch | | | 0490 734E040 455.000 LF | 5.00000 2275.00| 4.00000 1820.00| 20.00000 9100.00 Conduit Galvanized Rigid Steel 2 Inch | | | 0500 734E100 26380.000 LF | 7.25000 191255.00| 5.73000 151157.40| 8.00000 211040.00 Buried Duct HDPE 2x2 INCH | | | 0510 734F002 20.000 EACH| 140.00000 2800.00| 177.00000 3540.00| 220.00000 4400.00 Distribution Hardware SFDU 12 Fiber , | | | Wall Mount | | | 0520 734G002 180.000 EACH| 39.00000 7020.00| 15.00000 2700.00| 65.00000 11700.00 Connector FC Termination SM | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 045 -6 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030926045 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( 3 ) 20003 |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 734G005 5.000 EACH| 520.00000 2600.00| 687.00000 3435.00| 650.00000 3250.00 Splice Closure, Aerial With Trays | | | 0540 734G006 17.000 EACH| 682.00000 11594.00| 1002.00000 17034.00| 650.00000 11050.00 Splice Closure, Undergrade, 60 Fiber | | | 0550 734G009 240.000 EACH| 38.00000 9120.00| 50.00000 12000.00| 45.00000 10800.00 Splicing, Fusion | | | 0560 734H015 178.000 EACH| 35.00000 6230.00| 55.00000 9790.00| 30.00000 5340.00 Patch Cord Simplex SM,FC | | | 0570 734J000 44.000 EACH| 650.00000 28600.00| 315.00000 13860.00| 650.00000 28600.00 Commbox F1 | | | 0580 734J001 21.000 EACH| 900.00000 18900.00| 540.00000 11340.00| 890.00000 18690.00 Commbox F2 | | | 0590 740B000 1032.000 SQFT| 20.00000 20640.00| 9.00000 9288.00| 12.00000 12384.00 Construction Signs | | | 0600 740E000 80.000 EACH| 25.00000 2000.00| 10.50000 840.00| 10.00000 800.00 Cones (36 Inches High) | | | 0610 740M001 80.000 EACH| 10.00000 800.00| 7.00000 560.00| 1.00000 80.00 Ballast For Cone | | | 0620 741C010 2.000 EACH| 4000.00000 8000.00| 5266.00000 10532.00| 5000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0630 745A000 40.000 HOUR| 45.00000 1800.00| 35.00000 1400.00| 35.00000 1400.00 Uniformed Police Officer | | | 0640 756A023 6450.000 LF | 22.00000 141900.00| 35.00000 225750.00| 30.00000 193500.00 5" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 919,216.50| $ 957,315.10| $ 961,744.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 919,216.50| $ 957,315.10| $ 961,744.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 045 -7 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030926045 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13098 |( 5 ) 07004 |( ) |MASTEC NORTH AMERICA, INC. |GEORGIA ELECTRIC COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 35116.00000 35116.00| 17335.04000 17335.04| Mobilization | | | 0020 654A000 1200.000 SQYD| 8.82000 10584.00| 5.00000 6000.00| Solid Sodding | | | 0030 730A012 LUMP| 390.00000 390.00| 168.29000 168.29| Removal Of Existing Traffic Control | | | Unit (Partial)( ( U.S. Hwy 31 @ | | | Vesthaven Way ) | | | 0040 730A013 LUMP| 520.00000 520.00| 241.92000 241.92| Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Vestavia | | | Plaza ) | | | 0050 730A014 LUMP| 909.00000 909.00| 1430.43000 1430.43| Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Old | | | Montgomery Hwy. ) | | | 0060 730A015 LUMP| 866.00000 866.00| 1325.26000 1325.26| Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Saulter | | | Rd / Old | | | 0070 730A016 LUMP| 801.00000 801.00| 1167.49000 1167.49| Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Mayfair | | | Rd.) | | | 0080 730A017 LUMP| 887.00000 887.00| 1377.85000 1377.85| Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ | | | Poinciana Dr. ) | | | 0090 730A018 LUMP| 1225.00000 1225.00| 2061.51000 2061.51| Removal Of Existing Traffic Control | | | Unit (Partial) ( US Hwy 31 @ Oxmoor Rd | | | / Hollywood Blvd | | | 0100 730A019 LUMP| 887.00000 887.00| 1377.85000 1377.85| Removal Of Existing Traffic Control | | | Unit (Partial) ( US Hwy 31 @ 28th Ave / | | | Ventura Dr.) | | | 0110 730C000 LUMP| 7152.00000 7152.00| 4969.57000 4969.57| Furnishing And Installing Traffic | | | Control Unit ( US Hwy 31 @ I-65 / | | | Columbiana Rd. ) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 045 -8 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030926045 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13098 |( 5 ) 07004 |( ) |MASTEC NORTH AMERICA, INC. |GEORGIA ELECTRIC COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 730C001 LUMP| 6606.00000 6606.00| 4825.83000 4825.83| Furnishing And Installing Traffic | | | Control Unit (US Hwy 31 @ Vestavia Pkwy.| | | ) | | | 0130 730C002 LUMP| 6836.00000 6836.00| 5045.52000 5045.52| Furnishing And Installing Traffic | | | Control Unit ( US Hwy 31 @ Massey Rd. ) | | | 0140 730C003 LUMP| 6666.00000 6666.00| 4882.10000 4882.10| Furnishing And Installing Traffic | | | Control Unit (US Hwy 31 @ Pizitz Dr / | | | Vestavia Forest | | | 0150 730C004 LUMP| 6666.00000 6666.00| 4882.10000 4882.10| Furnishing And Installing Traffic | | | Control Unit ( US Hwy 31 @ Vestridge Dr.| | | ) | | | 0160 730C005 LUMP| 6666.00000 6666.00| 4882.10000 4882.10| Furnishing And Installing Traffic | | | Control Unit ( US Hwy 31 @ Vestavia | | | Hills Elementary | | | 0170 730C006 LUMP| 6436.00000 6436.00| 4662.40000 4662.40| Furnishing And Installing Traffic | | | Control Unit ( US Hwy 31 @ Merryvale Rd.| | | ) | | | 0180 730C007 LUMP| 6436.00000 6436.00| 4494.12000 4494.12| Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Vesthaven | | | Way) | | | 0190 730C008 LUMP| 6101.00000 6101.00| 4139.90000 4139.90| Furnishing And Installing Traffic | | | Control Unit (U.S. 31 @ Vestavia Plaza) | | | 0200 730C009 LUMP| 6547.00000 6547.00| 5458.82000 5458.82| Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Old Creek | | | Trail) | | | 0210 730C010 LUMP| 6996.00000 6996.00| 5323.27000 5323.27| Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Canyon Rd.) | | | 0220 730C011 LUMP| 7131.00000 7131.00| 6012.53000 6012.53| Furnishing And Installing Traffic | | | Control Unit (U.S.Hwy 31 @ Kentucky Ave.| | | ) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 045 -9 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030926045 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13098 |( 5 ) 07004 |( ) |MASTEC NORTH AMERICA, INC. |GEORGIA ELECTRIC COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 730C012 LUMP| 7937.00000 7937.00| 7473.34000 7473.34| Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Laurel Rd / | | | Tyson Rd) | | | 0240 730C013 LUMP| 6739.00000 6739.00| 5037.53000 5037.53| Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Shades | | | Crest Rd.) | | | 0250 730C014 LUMP| 7740.00000 7740.00| 6737.53000 6737.53| Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Old | | | Montgomery Hwy.) | | | 0260 730C015 LUMP| 6941.00000 6941.00| 5496.68000 5496.68| Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Saulter Rd | | | / Old | | | 0270 730C100 LUMP| 6873.00000 6873.00| 6082.23000 6082.23| Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Mayfair Rd.)| | | 0280 730C101 LUMP| 6829.00000 6829.00| 5423.66000 5423.66| Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Poinciana | | | Dr.) | | | 0290 730C102 LUMP| 11608.00000 11608.00| 8879.28000 8879.28| Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ Oxmoor Rd/ | | | HollywoodBlvd. | | | 0300 730C103 LUMP| 7870.00000 7870.00| 5487.98000 5487.98| Furnishing And Installing Traffic | | | Control Unit (U.S. Hwy 31 @ 28th Ave / | | | Ventura Dr) | | | 0310 730H001 3275.000 LF | 1.71000 5600.25| 6.12000 20043.00| Loop Wire | | | 0320 730I001 370.000 LF | 1.20000 444.00| 1.62000 599.40| Loop Detector Lead-In-Cable | | | 0330 730J010 74.000 EACH| 272.68000 20178.32| 177.62000 13143.88| Vehicle Loop Detector | | | 0340 730L002 220.000 LF | 6.90000 1518.00| 8.95000 1969.00| 1", Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 045 -10 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030926045 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13098 |( 5 ) 07004 |( ) |MASTEC NORTH AMERICA, INC. |GEORGIA ELECTRIC COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 730L007 40.000 LF | 7.20000 288.00| 5.73000 229.20| 3", Non-Metallic, Conduit | | | 0360 730P022 71.000 EACH| 697.24000 49504.04| 646.11000 45873.81| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0370 730P024 7.000 EACH| 1125.00000 7875.00| 1106.25000 7743.75| Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0380 730Q011 26.000 EACH| 667.00000 17342.00| 849.65000 22090.90| Pedestrian Signal Head, Type LED | | | 0390 730R022 7.000 EACH| 7195.00000 50365.00| 13568.69000 94980.83| Controller Assembly, Type III, 8 Phase | | | 0400 730R030 2.000 EACH| 11356.00000 22712.00| 22047.31000 44094.62| Controller Assembly, Type III, Master | | | 0410 730T000 1.000 EACH| 1448.00000 1448.00| 638.49000 638.49| Wood Pole | | | 0420 730U005 LUMP| 27846.00000 27846.00| 26329.16000 26329.16| Furnishing And Installing Video | | | Detection System | | | 0430 734A014 35030.000 LF | 1.15000 40284.50| 2.31000 80919.30| Cable OSP, Loose Tube, 60F SM | | | 0440 734A100 5010.000 LF | 3.46000 17334.60| 1.70000 8517.00| Messenger Wire | | | 0450 734B005 1100.000 LF | 1.55000 1705.00| 1.43000 1573.00| Drop Cable OSP 6F SM Central Core | | | 0460 734E000 25930.000 LF | 0.25000 6482.50| 0.47000 12187.10| Detectable Tape System | | | 0470 734E036 270.000 LF | 5.48000 1479.60| 4.84000 1306.80| Conduit PVC Schedule 80 1 1/4 Inch | | | 0480 734E037 40.000 LF | 6.79000 271.60| 7.15000 286.00| Conduit PVC Schedule 80 2 Inch | | | 0490 734E040 455.000 LF | 11.20000 5096.00| 14.98000 6815.90| Conduit Galvanized Rigid Steel 2 Inch | | | 0500 734E100 26380.000 LF | 10.67000 281474.60| 10.72000 282793.60| Buried Duct HDPE 2x2 INCH | | | 0510 734F002 20.000 EACH| 774.00000 15480.00| 845.61000 16912.20| Distribution Hardware SFDU 12 Fiber , | | | Wall Mount | | | 0520 734G002 180.000 EACH| 31.80000 5724.00| 52.58000 9464.40| Connector FC Termination SM | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 045 -11 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030926045 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13098 |( 5 ) 07004 |( ) |MASTEC NORTH AMERICA, INC. |GEORGIA ELECTRIC COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 734G005 5.000 EACH| 651.55000 3257.75| 1146.25000 5731.25| Splice Closure, Aerial With Trays | | | 0540 734G006 17.000 EACH| 810.00000 13770.00| 959.69000 16314.73| Splice Closure, Undergrade, 60 Fiber | | | 0550 734G009 240.000 EACH| 63.00000 15120.00| 48.59000 11661.60| Splicing, Fusion | | | 0560 734H015 178.000 EACH| 48.12000 8565.36| 41.53000 7392.34| Patch Cord Simplex SM,FC | | | 0570 734J000 44.000 EACH| 701.00000 30844.00| 776.73000 34176.12| Commbox F1 | | | 0580 734J001 21.000 EACH| 1107.00000 23247.00| 1080.82000 22697.22| Commbox F2 | | | 0590 740B000 1032.000 SQFT| 11.34000 11702.88| 12.79000 13199.28| Construction Signs | | | 0600 740E000 80.000 EACH| 18.90000 1512.00| 12.53000 1002.40| Cones (36 Inches High) | | | 0610 740M001 80.000 EACH| 10.10000 808.00| 8.31000 664.80| Ballast For Cone | | | 0620 741C010 2.000 EACH| 2292.00000 4584.00| 3196.93000 6393.86| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0630 745A000 40.000 HOUR| 50.50000 2020.00| 31.97000 1278.80| Uniformed Police Officer | | | 0640 756A023 6450.000 LF | 16.61000 107134.50| 27.05000 174472.50| 5" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 997,979.50| $ 1,136,178.37| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 997,979.50| $ 1,136,178.37| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20030926046 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-7233(600) for constructing the Bridge Replacement on C.R.#124 (Black Creek Road) over CSX Railroad in Fultondale. Length - 0.032 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 461,259.00 100.0000% 2 13036 THE MORRIS GROUP, INC. $ 585,100.20 126.8485% 3 23071 WARRIOR CONSTRUCTORS, INC. $ 766,282.29 166.1284% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030926046 COUNTIES : JEFFERSON LETTING DATE : 09/26/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( 3 ) 23071 |ALABAMA BRIDGE BUILDERS, IN |THE MORRIS GROUP, INC. |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 60000.00000 60000.00| 70000.00000 70000.00| 210536.91000 210536.91 Removal Of Old Bridge, Station 23+73.50 | | | 0020 450B000 178.000 SQYD| 65.00000 11570.00| 55.00000 9790.00| 102.68000 18277.04 Reinforced Cement Concrete Bridge End | | | Slab | | | 0030 502A001 16584.000 LB | 0.50000 8292.00| 0.55000 9121.20| 0.65000 10779.60 Steel Reinforcement (Grade 60) | | | 0040 502B000 LUMP| 20000.00000 20000.00| 20200.00000 20200.00| 30123.54000 30123.54 Steel Reinforcement For Bridge | | | Superstructure, STA 23+67.00 APPROX | | | 39719 LBS) | | | 0050 505H000 296.000 LF | 75.00000 22200.00| 47.25000 13986.00| 275.66000 81595.36 Pilot Holes | | | 0060 505M007 352.000 LF | 26.00000 9152.00| 35.00000 12320.00| 32.97000 11605.44 Steel Piling Furnished And Driven (HP | | | 13x73) | | | 0070 508A000 4590.000 LB | 4.00000 18360.00| 2.00000 9180.00| 4.09000 18773.10 Structural Steel | | | 0080 510A000 127.000 CUYD| 350.00000 44450.00| 450.00000 57150.00| 197.63000 25099.01 Bridge Substructure Concrete, Class A | | | 0090 510C052 LUMP| 84500.00000 84500.00| 125800.00000 125800.00| 134657.81000 134657.81 Bridge Concrete Superstructure, STA | | | 23+67.00 APPROX 205 CU YDS | | | 0100 510E000 532.000 SQYD| 5.00000 2660.00| 4.00000 2128.00| 6.13000 3261.16 Grooving Concrete Bridge Decks | | | 0110 511A004 12.000 EACH| 1000.00000 12000.00| 500.00000 6000.00| 575.23000 6902.76 Elastomeric Bearings, Type 4 | | | 0120 513B017 795.000 LF | 150.00000 119250.00| 225.00000 178875.00| 154.63000 122930.85 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0130 600A000 LUMP| 45000.00000 45000.00| 68000.00000 68000.00| 89123.41000 89123.41 Mobilization | | | 0140 665J000 510.000 LF | 7.50000 3825.00| 5.00000 2550.00| 5.13000 2616.30 Silt Fence, Type A | | | SECTION TOTALS | $ 461,259.00| $ 585,100.20| $ 766,282.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 461,259.00| $ 585,100.20| $ 766,282.29 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20030926047 COUNTIES : MADISON LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4500(205) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Mount Zion Road over Douglass Branch north of Madison. Length - 0.116 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 273,595.39 100.0000% 2 13004 MILLER & MILLER, INC. $ 289,812.05 105.9272% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 306,648.50 112.0810% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030926047 COUNTIES : MADISON LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 13004 |( 3 ) 07048 |CHRISTOPHER PLUMBING & ELEC |MILLER & MILLER, INC. |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 13000.00000 13000.00| 20868.00000 20868.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 14+85.77 | | | 0020 210A000 199.000 CUYD| 8.50000 1691.50| 14.75000 2935.25| 10.00000 1990.00 Unclassified Excavation | | | 0030 210D001 5505.000 CUYD| 8.25000 45416.25| 7.80000 42939.00| 10.00000 55050.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 214A000 1284.000 CUYD| 12.50000 16050.00| 7.50000 9630.00| 25.00000 32100.00 Structure Excavation | | | 0050 214B001 161.000 CUYD| 20.00000 3220.00| 16.00000 2576.00| 20.00000 3220.00 Foundation Backfill, Commercial | | | 0060 230A000 7.000 RBST| 1000.00000 7000.00| 325.00000 2275.00| 800.00000 5600.00 Roadbed Processing | | | 0070 301A012 1991.000 SQYD| 6.00000 11946.00| 6.65000 13240.15| 4.50000 8959.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1792.000 SQYD| 3.00000 5376.00| 0.65000 1164.80| 2.50000 4480.00 Bituminous Treatment A | | | 0090 405A000 140.000 GAL | 3.00000 420.00| 1.25000 175.00| 2.00000 280.00 Tack Coat | | | 0100 429A200 91.000 TON | 44.00000 4004.00| 70.00000 6370.00| 50.00000 4550.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 253.000 TON | 46.00000 11638.00| 57.00000 14421.00| 50.00000 12650.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 429C201 293.000 TON | 48.00000 14064.00| 57.00000 16701.00| 50.00000 14650.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0130 502A000 36380.000 LB | 0.45000 16371.00| 0.48000 17462.40| 0.50000 18190.00 Steel Reinforcement | | | 0140 524A011 199.000 CUYD| 288.00000 57312.00| 355.00000 70645.00| 300.00000 59700.00 Culvert Concrete (Cast In Place) | | | 0150 600A000 LUMP| 20000.00000 20000.00| 30600.00000 30600.00| 20000.00000 20000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030926047 COUNTIES : MADISON LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 13004 |( 3 ) 07048 |CHRISTOPHER PLUMBING & ELEC |MILLER & MILLER, INC. |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 610C001 404.000 TON | 18.50000 7474.00| 21.00000 8484.00| 30.00000 12120.00 Loose Riprap, Class 2 | | | 0170 610D000 420.000 SQYD| 3.00000 1260.00| 1.51000 634.20| 2.00000 840.00 Filter Blanket | | | 0180 630A001 475.000 LF | 24.00000 11400.00| 13.75000 6531.25| 25.00000 11875.00 Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C050 4.000 EACH| 1600.00000 6400.00| 1800.00000 7200.00| 1500.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0200 650A000 316.000 CUYD| 7.50000 2370.00| 10.25000 3239.00| 15.00000 4740.00 Topsoil | | | 0210 652A061 1.000 ACRE| 1000.00000 1000.00| 1000.00000 1000.00| 500.00000 500.00 Seeding (Mix 3E) | | | 0220 656A001 1.000 ACRE| 1000.00000 1000.00| 1000.00000 1000.00| 600.00000 600.00 Mulching, Class A, Type 2 | | | 0230 665F000 40.000 EACH| 4.25000 170.00| 6.00000 240.00| 10.00000 400.00 Hay Bales | | | 0240 665I000 20.000 TON | 28.50000 570.00| 26.00000 520.00| 30.00000 600.00 Temporary Riprap, Class 2 | | | 0250 665J000 1284.000 LF | 4.46000 5726.64| 2.50000 3210.00| 6.00000 7704.00 Silt Fence, Type A | | | 0260 665K000 6.000 CUYD| 40.00000 240.00| 20.00000 120.00| 20.00000 120.00 Drainage Sump Excavation | | | 0270 680A000 LUMP| 2500.00000 2500.00| 1200.00000 1200.00| 10000.00000 10000.00 Engineering Controls | | | 0280 701A004 1.000 MILE| 750.00000 750.00| 500.00000 500.00| 1000.00000 1000.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0290 701A012 1.000 MILE| 750.00000 750.00| 500.00000 500.00| 1000.00000 1000.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0300 740B000 173.000 SQFT| 12.00000 2076.00| 7.00000 1211.00| 10.00000 1730.00 Construction Signs | | | 0310 740F002 8.000 EACH| 200.00000 1600.00| 150.00000 1200.00| 200.00000 1600.00 Barricades, Type III | | | 0320 740I005 4.000 EACH| 200.00000 800.00| 255.00000 1020.00| 100.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 273,595.39| $ 289,812.05| $ 306,648.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 273,595.39| $ 289,812.05| $ 306,648.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 062 -1 VENDOR RANKING CALL ORDER : 062 CONTRACT ID : 20030926062 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-049-217-005 for constructing the Grade, Drainage and Pavement (Turn Lane) on S.R.#217 at Jarrett Road in Prichard. Length 0.660 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23029 J. S. WALTON & COMPANY, INC. $ 438,986.39 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 444,000.00 101.1421% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 462,999.05 105.4700% 4 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 472,702.83 107.6805% 5 19058 S. J. & L., INC. $ 489,228.30 111.4450% 6 07050 GULF EQUIPMENT CORPORATION $ 572,410.80 130.3937% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 062 -2 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20030926062 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 13008 |( 3 ) 23011 |J. S. WALTON & COMPANY, INC |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 4940.97000 4940.97| 10000.00000 10000.00| 10979.67000 10979.67 Clearing & Grubbing (Approximately 0.6 | | | ACRES) | | | 0020 206D000 179.000 LF | 10.26000 1836.54| 15.00000 2685.00| 7.09000 1269.11 Removing Pipe | | | 0030 206E000 4.000 EACH| 82.13000 328.52| 150.00000 600.00| 196.12000 784.48 Removing Headwalls | | | 0040 210A000 5957.000 CUYD| 3.24000 19300.68| 4.70000 27997.90| 4.28000 25495.96 Unclassified Excavation | | | 0050 210D022 2840.000 CUYD| 6.32000 17948.80| 7.80000 22152.00| 6.44000 18289.60 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0060 214A000 54.000 CUYD| 18.24000 984.96| 20.00000 1080.00| 16.06000 867.24 Structure Excavation | | | 0070 214B000 37.000 CUYD| 17.54000 648.98| 20.00000 740.00| 19.50000 721.50 Foundation Backfill, Local | | | 0080 230A000 32.000 RBST| 150.63000 4820.16| 325.00000 10400.00| 253.00000 8096.00 Roadbed Processing | | | 0090 301A012 6978.000 SQYD| 7.25000 50590.50| 8.50000 59313.00| 8.05000 56172.90 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 6203.000 SQYD| 0.54000 3349.62| 0.50000 3101.50| 0.44000 2729.32 Bituminous Treatment A | | | 0110 405A000 808.000 GAL | 1.07000 864.56| 1.00000 808.00| 1.19000 961.52 Tack Coat | | | 0120 424A361 1146.000 TON | 40.66000 46596.36| 38.00000 43548.00| 57.11000 65448.06 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A365 50.000 TON | 80.25000 4012.50| 38.00000 1900.00| 81.60000 4080.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B651 640.000 TON | 40.66000 26022.40| 38.00000 24320.00| 48.20000 30848.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 062 -3 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20030926062 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 13008 |( 3 ) 23011 |J. S. WALTON & COMPANY, INC |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B659 650.000 TON | 40.66000 26429.00| 38.00000 24700.00| 47.97000 31180.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B681 1280.000 TON | 40.66000 52044.80| 38.00000 48640.00| 49.11000 62860.80 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 430B040 50.000 TON | 21.81000 1090.50| 25.00000 1250.00| 35.46000 1773.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0180 530A001 92.000 LF | 17.63000 1621.96| 25.00000 2300.00| 33.88000 3116.96 18" Roadway Pipe (Class 3 R.C.) | | | 0190 530A102 31.000 LF | 30.31000 939.61| 60.00000 1860.00| 51.29000 1589.99 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0200 530A103 40.000 LF | 42.54000 1701.60| 55.00000 2200.00| 48.69000 1947.60 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0210 535A300 144.000 LF | 10.57000 1522.08| 35.00000 5040.00| 24.85000 3578.40 15" Side Drain Pipe (Extension) | | | 0220 535A301 40.000 LF | 22.92000 916.80| 40.00000 1600.00| 37.65000 1506.00 18" Side Drain Pipe (Extension) | | | 0230 600A000 LUMP| 90952.41000 90952.41| 50000.00000 50000.00| 27741.73000 27741.73 Mobilization | | | 0240 619A003 2.000 EACH| 416.08000 832.16| 470.00000 940.00| 578.56000 1157.12 24" Roadway Pipe End Treatment, Class 1 | | | 0250 619A004 2.000 EACH| 521.96000 1043.92| 700.00000 1400.00| 752.13000 1504.26 30" Roadway Pipe End Treatment, Class 1 | | | 0260 619A100 17.000 EACH| 285.73000 4857.41| 410.00000 6970.00| 520.70000 8851.90 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 619A101 9.000 EACH| 296.09000 2664.81| 440.00000 3960.00| 549.63000 4946.67 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 620A000 6.000 CUYD| 544.33000 3265.98| 600.00000 3600.00| 231.42000 1388.52 Minor Structure Concrete | | | 0290 630A033 88.000 LF | 12.31000 1083.28| 12.60000 1108.80| 18.51000 1628.88 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 062 -4 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20030926062 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 13008 |( 3 ) 23011 |J. S. WALTON & COMPANY, INC |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 630C050 2.000 EACH| 1658.50000 3317.00| 1700.00000 3400.00| 2198.53000 4397.06 Guardrail End Anchor, Type 20 Series | | | 0310 650A000 200.000 CUYD| 7.88000 1576.00| 14.50000 2900.00| 19.49000 3898.00 Topsoil | | | 0320 650B000 1180.000 CUYD| 3.63000 4283.40| 3.50000 4130.00| 6.69000 7894.20 Topsoil From Stockpiles | | | 0330 652A061 2.000 ACRE| 1019.70000 2039.40| 550.00000 1100.00| 578.56000 1157.12 Seeding (Mix 3E) | | | 0340 654A001 193.000 SQYD| 2.63000 507.59| 4.50000 868.50| 4.05000 781.65 Solid Sodding (Bermuda) | | | 0350 656A000 2.000 ACRE| 971.50000 1943.00| 480.00000 960.00| 578.56000 1157.12 Mulching, Class A, Type 1 | | | 0360 659A001 1000.000 SQYD| 1.15000 1150.00| 2.00000 2000.00| 2.31000 2310.00 Erosion Control Netting, Class B | | | 0370 665A000 2.000 ACRE| 804.10000 1608.20| 500.00000 1000.00| 462.85000 925.70 Temporary Seeding | | | 0380 665F000 432.000 EACH| 4.28000 1848.96| 6.00000 2592.00| 6.03000 2604.96 Hay Bales | | | 0390 665J000 1662.000 LF | 3.39000 5634.18| 4.00000 6648.00| 3.04000 5052.48 Silt Fence, Type A | | | 0400 666A001 2.000 ACRE| 133.75000 267.50| 40.00000 80.00| 40.50000 81.00 Pest Control Treatment | | | 0410 680A000 LUMP| 2901.87000 2901.87| 5002.20000 5002.20| 3219.30000 3219.30 Engineering Controls | | | 0420 701A028 2.000 MILE| 2140.00000 4280.00| 2191.50000 4383.00| 1666.26000 3332.52 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0430 701A046 1.000 MILE| 1337.50000 1337.50| 1369.70000 1369.70| 1180.26000 1180.26 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0440 701A048 2.000 MILE| 2140.00000 4280.00| 2191.50000 4383.00| 2071.25000 4142.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0450 701B009 1170.000 LF | 1.07000 1251.90| 1.10000 1287.00| 0.75000 877.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0460 701C000 1.000 MILE| 642.00000 642.00| 657.50000 657.50| 474.42000 474.42 Broken Temporary Traffic Stripe | | | 0470 701C001 9.000 MILE| 642.00000 5778.00| 657.50000 5917.50| 607.49000 5467.41 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 062 -5 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20030926062 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 13008 |( 3 ) 23011 |J. S. WALTON & COMPANY, INC |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 701D007 2.000 MILE| 1712.00000 3424.00| 1753.20000 3506.40| 1764.61000 3529.22 Solid Traffic Stripe Removed (Paint) | | | 0490 701D008 1.000 MILE| 1872.50000 1872.50| 1917.60000 1917.60| 1822.46000 1822.46 Solid Traffic Stripe Removed (Plastic) | | | 0500 701D015 1.000 MILE| 1444.50000 1444.50| 1479.30000 1479.30| 1313.34000 1313.34 Broken Traffic Stripe Removed (Plastic) | | | 0510 703A002 1310.000 SQFT| 2.68000 3510.80| 2.70000 3537.00| 2.02000 2646.20 Traffic Control Markings, Class 2, Type | | | A | | | 0520 703B002 113.000 SQFT| 3.75000 423.75| 3.80000 429.40| 2.83000 319.79 Traffic Control Legends, Class 2, Type | | | 0530 703D001 278.000 SQFT| 1.39000 386.42| 1.40000 389.20| 1.56000 433.68 Temporary Traffic Control Markings | | | 0540 705A023 200.000 EACH| 5.89000 1178.00| 6.00000 1200.00| 5.50000 1100.00 Pavement Markers, Class C, Type 2-D | | | 0550 705A032 440.000 EACH| 5.89000 2591.60| 6.00000 2640.00| 6.07000 2670.80 Pavement Markers, Class A-H, Type 1-B | | | 0560 705A037 85.000 EACH| 5.89000 500.65| 6.00000 510.00| 6.07000 515.95 Pavement Markers, Class A-H, Type 2-D | | | 0570 705A038 240.000 EACH| 5.89000 1413.60| 6.00000 1440.00| 6.07000 1456.80 Pavement Markers, Class A-H, Type 2-E | | | 0580 740B000 520.000 SQFT| 3.40000 1768.00| 9.30000 4836.00| 11.68000 6073.60 Construction Signs | | | 0590 740D000 50.000 EACH| 11.47000 573.50| 10.00000 500.00| 45.00000 2250.00 Channelizing Drums | | | 0600 740E000 100.000 EACH| 2.87000 287.00| 10.00000 1000.00| 11.99000 1199.00 Cones (36 Inches High) | | | 0610 740F002 6.000 EACH| 44.38000 266.28| 110.00000 660.00| 302.66000 1815.96 Barricades, Type III | | | 0620 740I005 2.000 EACH| 290.01000 580.02| 110.00000 220.00| 151.33000 302.66 Warning Lights, Type B (Detachable Head | | | 0630 740L005 70.000 EACH| 10.52000 736.40| 87.75000 6142.50| 62.21000 4354.70 Vertical Panel, Type I (Double-Sided) | | | 0640 740M001 100.000 EACH| 1.71000 171.00| 7.00000 700.00| 7.26000 726.00 Ballast For Cone | | | SECTION TOTALS | $ 438,986.39| $ 444,000.00| $ 462,999.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 438,986.39| $ 444,000.00| $ 462,999.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 062 -6 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20030926062 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 19058 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |S. J. & L., INC. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 25094.00000 25094.00| 7500.00000 7500.00| 38000.00000 38000.00 Clearing & Grubbing (Approximately 0.6 | | | ACRES) | | | 0020 206D000 179.000 LF | 6.33000 1133.07| 10.00000 1790.00| 10.00000 1790.00 Removing Pipe | | | 0030 206E000 4.000 EACH| 86.95000 347.80| 290.00000 1160.00| 200.00000 800.00 Removing Headwalls | | | 0040 210A000 5957.000 CUYD| 7.58000 45154.06| 3.60000 21445.20| 5.00000 29785.00 Unclassified Excavation | | | 0050 210D022 2840.000 CUYD| 6.81000 19340.40| 7.85000 22294.00| 7.00000 19880.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0060 214A000 54.000 CUYD| 9.25000 499.50| 8.20000 442.80| 10.00000 540.00 Structure Excavation | | | 0070 214B000 37.000 CUYD| 10.45000 386.65| 13.75000 508.75| 20.00000 740.00 Foundation Backfill, Local | | | 0080 230A000 32.000 RBST| 465.18000 14885.76| 300.00000 9600.00| 200.00000 6400.00 Roadbed Processing | | | 0090 301A012 6978.000 SQYD| 9.44000 65872.32| 10.20000 71175.60| 9.00000 62802.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 6203.000 SQYD| 0.56000 3473.68| 0.80000 4962.40| 0.80000 4962.40 Bituminous Treatment A | | | 0110 405A000 808.000 GAL | 1.11000 896.88| 3.25000 2626.00| 2.30000 1858.40 Tack Coat | | | 0120 424A361 1146.000 TON | 42.29000 48464.34| 52.60000 60279.60| 54.00000 61884.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A365 50.000 TON | 83.48000 4174.00| 59.00000 2950.00| 70.00000 3500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B651 640.000 TON | 42.29000 27065.60| 51.50000 32960.00| 54.00000 34560.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 062 -7 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20030926062 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 19058 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |S. J. & L., INC. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B659 650.000 TON | 42.29000 27488.50| 51.50000 33475.00| 54.00000 35100.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B681 1280.000 TON | 42.29000 54131.20| 51.50000 65920.00| 54.00000 69120.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 430B040 50.000 TON | 29.99000 1499.50| 31.50000 1575.00| 30.00000 1500.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0180 530A001 92.000 LF | 23.90000 2198.80| 28.35000 2608.20| 23.00000 2116.00 18" Roadway Pipe (Class 3 R.C.) | | | 0190 530A102 31.000 LF | 44.89000 1391.59| 37.45000 1160.95| 43.00000 1333.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0200 530A103 40.000 LF | 65.20000 2608.00| 45.40000 1816.00| 62.00000 2480.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0210 535A300 144.000 LF | 35.45000 5104.80| 24.50000 3528.00| 37.00000 5328.00 15" Side Drain Pipe (Extension) | | | 0220 535A301 40.000 LF | 38.64000 1545.60| 34.75000 1390.00| 38.00000 1520.00 18" Side Drain Pipe (Extension) | | | 0230 600A000 LUMP| 27524.00000 27524.00| 35700.00000 35700.00| 56000.00000 56000.00 Mobilization | | | 0240 619A003 2.000 EACH| 418.24000 836.48| 475.00000 950.00| 700.00000 1400.00 24" Roadway Pipe End Treatment, Class 1 | | | 0250 619A004 2.000 EACH| 438.68000 877.36| 780.00000 1560.00| 800.00000 1600.00 30" Roadway Pipe End Treatment, Class 1 | | | 0260 619A100 17.000 EACH| 366.54000 6231.18| 430.00000 7310.00| 500.00000 8500.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 619A101 9.000 EACH| 384.17000 3457.53| 445.00000 4005.00| 600.00000 5400.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 620A000 6.000 CUYD| 100.17000 601.02| 430.00000 2580.00| 400.00000 2400.00 Minor Structure Concrete | | | 0290 630A033 88.000 LF | 12.80000 1126.40| 11.65000 1025.20| 13.00000 1144.00 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 062 -8 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20030926062 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 19058 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |S. J. & L., INC. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 630C050 2.000 EACH| 1725.15000 3450.30| 1570.00000 3140.00| 1700.00000 3400.00 Guardrail End Anchor, Type 20 Series | | | 0310 650A000 200.000 CUYD| 13.23000 2646.00| 24.35000 4870.00| 15.00000 3000.00 Topsoil | | | 0320 650B000 1180.000 CUYD| 7.12000 8401.60| 2.70000 3186.00| 10.00000 11800.00 Topsoil From Stockpiles | | | 0330 652A061 2.000 ACRE| 834.75000 1669.50| 1195.00000 2390.00| 1000.00000 2000.00 Seeding (Mix 3E) | | | 0340 654A001 193.000 SQYD| 3.90000 752.70| 4.80000 926.40| 4.00000 772.00 Solid Sodding (Bermuda) | | | 0350 656A000 2.000 ACRE| 1001.70000 2003.40| 1150.00000 2300.00| 1000.00000 2000.00 Mulching, Class A, Type 1 | | | 0360 659A001 1000.000 SQYD| 2.23000 2230.00| 2.30000 2300.00| 4.00000 4000.00 Erosion Control Netting, Class B | | | 0370 665A000 2.000 ACRE| 556.50000 1113.00| 600.00000 1200.00| 700.00000 1400.00 Temporary Seeding | | | 0380 665F000 432.000 EACH| 11.49000 4963.68| 8.15000 3520.80| 6.00000 2592.00 Hay Bales | | | 0390 665J000 1662.000 LF | 3.98000 6614.76| 4.15000 6897.30| 4.00000 6648.00 Silt Fence, Type A | | | 0400 666A001 2.000 ACRE| 83.48000 166.96| 160.00000 320.00| 100.00000 200.00 Pest Control Treatment | | | 0410 680A000 LUMP| 4953.00000 4953.00| 5280.00000 5280.00| 7000.00000 7000.00 Engineering Controls | | | 0420 701A028 2.000 MILE| 1602.72000 3205.44| 2025.00000 4050.00| 2223.00000 4446.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0430 701A046 1.000 MILE| 1135.26000 1135.26| 1270.00000 1270.00| 1390.00000 1390.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0440 701A048 2.000 MILE| 1992.27000 3984.54| 2025.00000 4050.00| 2230.00000 4460.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0450 701B009 1170.000 LF | 0.72000 842.40| 1.00000 1170.00| 2.00000 2340.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0460 701C000 1.000 MILE| 456.33000 456.33| 610.00000 610.00| 670.00000 670.00 Broken Temporary Traffic Stripe | | | 0470 701C001 9.000 MILE| 584.33000 5258.97| 610.00000 5490.00| 670.00000 6030.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 062 -9 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20030926062 COUNTIES : MOBILE LETTING DATE : 09/26/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 19058 |( 6 ) 07050 |JOHN G. WALTON CONSTRUCTION |S. J. & L., INC. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 701D007 2.000 MILE| 1697.33000 3394.66| 1625.00000 3250.00| 1780.00000 3560.00 Solid Traffic Stripe Removed (Paint) | | | 0490 701D008 1.000 MILE| 1752.98000 1752.98| 1775.00000 1775.00| 1950.00000 1950.00 Solid Traffic Stripe Removed (Plastic) | | | 0500 701D015 1.000 MILE| 1263.26000 1263.26| 1375.00000 1375.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Plastic) | | | 0510 703A002 1310.000 SQFT| 1.95000 2554.50| 2.50000 3275.00| 2.80000 3668.00 Traffic Control Markings, Class 2, Type | | | A | | | 0520 703B002 113.000 SQFT| 2.73000 308.49| 3.60000 406.80| 4.00000 452.00 Traffic Control Legends, Class 2, Type | | | 0530 703D001 278.000 SQFT| 1.50000 417.00| 1.35000 375.30| 1.50000 417.00 Temporary Traffic Control Markings | | | 0540 705A023 200.000 EACH| 5.29000 1058.00| 5.60000 1120.00| 6.20000 1240.00 Pavement Markers, Class C, Type 2-D | | | 0550 705A032 440.000 EACH| 5.84000 2569.60| 5.60000 2464.00| 6.20000 2728.00 Pavement Markers, Class A-H, Type 1-B | | | 0560 705A037 85.000 EACH| 5.84000 496.40| 5.60000 476.00| 6.20000 527.00 Pavement Markers, Class A-H, Type 2-D | | | 0570 705A038 240.000 EACH| 5.84000 1401.60| 5.60000 1344.00| 6.20000 1488.00 Pavement Markers, Class A-H, Type 2-E | | | 0580 740B000 520.000 SQFT| 9.46000 4919.20| 8.05000 4186.00| 15.00000 7800.00 Construction Signs | | | 0590 740D000 50.000 EACH| 45.05000 2252.50| 59.00000 2950.00| 90.00000 4500.00 Channelizing Drums | | | 0600 740E000 100.000 EACH| 1.28000 128.00| 10.20000 1020.00| 30.00000 3000.00 Cones (36 Inches High) | | | 0610 740F002 6.000 EACH| 163.40000 980.40| 188.00000 1128.00| 250.00000 1500.00 Barricades, Type III | | | 0620 740I005 2.000 EACH| 34.49000 68.98| 270.00000 540.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | 0630 740L005 70.000 EACH| 25.02000 1751.40| 80.50000 5635.00| 150.00000 10500.00 Vertical Panel, Type I (Double-Sided) | | | 0640 740M001 100.000 EACH| 1.28000 128.00| 6.40000 640.00| 5.90000 590.00 Ballast For Cone | | | SECTION TOTALS | $ 472,702.83| $ 489,228.30| $ 572,410.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 472,702.83| $ 489,228.30| $ 572,410.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 063 -1 VENDOR RANKING CALL ORDER : 063 CONTRACT ID : 20030926063 COUNTIES : MORGAN LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-052-888-004 for constructing the Bridge Culvert on C.R.#1242 (Rural Grove Road) at a tributary of Flint Creek in Priceville. Length 0.037 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 116,162.35 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 131,567.15 113.2614% 3 08077 HASTINGS GENERAL CONTRACTING, INC. $ 131,974.96 113.6125% 4 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 149,719.46 128.8881% 5 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 154,963.00 133.4021% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 063 -2 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20030926063 COUNTIES : MORGAN LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 07048 |( 3 ) 08077 |MILLER & MILLER, INC. |GLASGOW CONSTRUCTION CO., I |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3700.00000 3700.00| 5000.00000 5000.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206C002 49.000 SQYD| 4.00000 196.00| 10.00000 490.00| 4.00000 196.00 Removing Concrete Slope Paving | | | 0030 210A000 50.000 CUYD| 26.00000 1300.00| 10.00000 500.00| 4.00000 200.00 Unclassified Excavation | | | 0040 210D001 173.000 CUYD| 13.50000 2335.50| 20.00000 3460.00| 10.00000 1730.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 399.000 CUYD| 8.00000 3192.00| 25.00000 9975.00| 14.00000 5586.00 Structure Excavation | | | 0060 214B001 125.000 CUYD| 24.00000 3000.00| 20.00000 2500.00| 18.00000 2250.00 Foundation Backfill, Commercial | | | 0070 502A000 43027.000 LB | 0.55000 23664.85| 0.45000 19362.15| 0.48000 20652.96 Steel Reinforcement | | | 0080 524A011 198.000 CUYD| 285.00000 56430.00| 300.00000 59400.00| 300.00000 59400.00 Culvert Concrete (Cast In Place) | | | 0090 530A002 52.000 LF | 32.00000 1664.00| 32.00000 1664.00| 16.00000 832.00 24" Roadway Pipe (Class 3 R.C.) | | | 0100 530A102 67.000 LF | 32.00000 2144.00| 32.00000 2144.00| 22.00000 1474.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0110 600A000 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 10000.00000 10000.00 Mobilization | | | 0120 610C001 155.000 TON | 22.00000 3410.00| 30.00000 4650.00| 18.00000 2790.00 Loose Riprap, Class 2 | | | 0130 610D000 126.000 SQYD| 3.50000 441.00| 2.00000 252.00| 4.00000 504.00 Filter Blanket | | | 0140 621C027 2.000 EACH| 1450.00000 2900.00| 2000.00000 4000.00| 2000.00000 4000.00 Inlets, Type C | | | 0150 650A000 15.000 CUYD| 16.00000 240.00| 10.00000 150.00| 4.00000 60.00 Topsoil | | | 0160 652A053 1.000 ACRE| 900.00000 900.00| 500.00000 500.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0170 656A001 1.000 ACRE| 900.00000 900.00| 500.00000 500.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 063 -3 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20030926063 COUNTIES : MORGAN LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 07048 |( 3 ) 08077 |MILLER & MILLER, INC. |GLASGOW CONSTRUCTION CO., I |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 665F000 50.000 EACH| 6.00000 300.00| 10.00000 500.00| 6.00000 300.00 Hay Bales | | | 0190 665J000 100.000 LF | 4.50000 450.00| 5.00000 500.00| 5.00000 500.00 Silt Fence, Type A | | | 0200 680A000 LUMP| 1200.00000 1200.00| 5000.00000 5000.00| 10000.00000 10000.00 Engineering Controls | | | 0210 740B000 190.000 SQFT| 8.50000 1615.00| 10.00000 1900.00| 10.00000 1900.00 Construction Signs | | | 0220 740F002 4.000 EACH| 170.00000 680.00| 200.00000 800.00| 400.00000 1600.00 Barricades, Type III | | | 0230 740I005 4.000 EACH| 125.00000 500.00| 80.00000 320.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 116,162.35| $ 131,567.15| $ 131,974.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 116,162.35| $ 131,567.15| $ 131,974.96 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 063 -4 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20030926063 COUNTIES : MORGAN LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 03071 |( ) |RILEY BRIDGE & ENGINEERING |CHRISTOPHER PLUMBING & ELEC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 5000.00000 5000.00| 13500.00000 13500.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206C002 49.000 SQYD| 2.50000 122.50| 2.50000 122.50| Removing Concrete Slope Paving | | | 0030 210A000 50.000 CUYD| 8.00000 400.00| 12.50000 625.00| Unclassified Excavation | | | 0040 210D001 173.000 CUYD| 14.00000 2422.00| 11.50000 1989.50| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 399.000 CUYD| 12.00000 4788.00| 12.00000 4788.00| Structure Excavation | | | 0060 214B001 125.000 CUYD| 22.00000 2750.00| 16.50000 2062.50| Foundation Backfill, Commercial | | | 0070 502A000 43027.000 LB | 0.48000 20652.96| 0.50000 21513.50| Steel Reinforcement | | | 0080 524A011 198.000 CUYD| 355.00000 70290.00| 310.00000 61380.00| Culvert Concrete (Cast In Place) | | | 0090 530A002 52.000 LF | 35.50000 1846.00| 28.00000 1456.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0100 530A102 67.000 LF | 35.50000 2378.50| 28.00000 1876.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0110 600A000 LUMP| 19000.00000 19000.00| 31000.00000 31000.00| Mobilization | | | 0120 610C001 155.000 TON | 22.00000 3410.00| 18.25000 2828.75| Loose Riprap, Class 2 | | | 0130 610D000 126.000 SQYD| 4.50000 567.00| 2.50000 315.00| Filter Blanket | | | 0140 621C027 2.000 EACH| 2800.00000 5600.00| 1500.00000 3000.00| Inlets, Type C | | | 0150 650A000 15.000 CUYD| 9.50000 142.50| 10.25000 153.75| Topsoil | | | 0160 652A053 1.000 ACRE| 1000.00000 1000.00| 1000.00000 1000.00| Seeding (Mix 1E) | | | 0170 656A001 1.000 ACRE| 1000.00000 1000.00| 1000.00000 1000.00| Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 063 -5 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20030926063 COUNTIES : MORGAN LETTING DATE : 09/26/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 03071 |( ) |RILEY BRIDGE & ENGINEERING |CHRISTOPHER PLUMBING & ELEC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 665F000 50.000 EACH| 5.00000 250.00| 4.25000 212.50| Hay Bales | | | 0190 665J000 100.000 LF | 5.00000 500.00| 6.00000 600.00| Silt Fence, Type A | | | 0200 680A000 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| Engineering Controls | | | 0210 740B000 190.000 SQFT| 10.00000 1900.00| 12.00000 2280.00| Construction Signs | | | 0220 740F002 4.000 EACH| 400.00000 1600.00| 210.00000 840.00| Barricades, Type III | | | 0230 740I005 4.000 EACH| 400.00000 1600.00| 230.00000 920.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 149,719.46| $ 154,963.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 149,719.46| $ 154,963.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 064 -1 VENDOR RANKING CALL ORDER : 064 CONTRACT ID : 20030926064 COUNTIES : MARENGO LETTING DATE : 09/26/03 10:00 AM DIVISION : 08 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-408-462-010-314 for constructing the Drainage Structure Extensions (Including Culverts) at various sites on S.R.#10 west of Dixons Mill. Length 0.378 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 195,338.50 100.0000% 2 05030 ECON, INC. $ 213,911.50 109.5081% 3 20021 C. THORNTON, INC. $ 216,816.10 110.9951% 4 07048 GLASGOW CONSTRUCTION CO., INC. $ 230,226.00 117.8600% 5 16048 WALKER PATTON COMPANY, INC. $ 238,656.25 122.1757% 6 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 267,355.92 136.8680% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 064 -2 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20030926064 COUNTIES : MARENGO LETTING DATE : 09/26/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 05030 |( 3 ) 20021 |TRI-COUNTY CONCRETE CONSTRU |ECON, INC. |C. THORNTON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 20000.00000 20000.00| 6000.00000 6000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 4 | | | ACRES) | | | 0020 210A000 1044.000 CUYD| 6.00000 6264.00| 3.50000 3654.00| 4.00000 4176.00 Unclassified Excavation | | | 0030 210D000 4335.000 CUYD| 7.50000 32512.50| 5.50000 23842.50| 7.50000 32512.50 Borrow Excavation | | | 0040 214A000 262.000 CUYD| 10.00000 2620.00| 12.00000 3144.00| 8.00000 2096.00 Structure Excavation | | | 0050 214B001 131.000 CUYD| 30.00000 3930.00| 20.00000 2620.00| 28.00000 3668.00 Foundation Backfill, Commercial | | | 0060 502A000 6492.000 LB | 1.00000 6492.00| 0.60000 3895.20| 0.80000 5193.60 Steel Reinforcement | | | 0070 524B011 57.000 CUYD| 550.00000 31350.00| 550.00000 31350.00| 1000.00000 57000.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0080 530B006 94.000 LF | 95.00000 8930.00| 85.00000 7990.00| 110.00000 10340.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0090 600A000 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 20000.00000 20000.00 Mobilization | | | 0100 610C001 126.000 TON | 40.00000 5040.00| 50.00000 6300.00| 33.00000 4158.00 Loose Riprap, Class 2 | | | 0110 610D000 100.000 SQYD| 5.00000 500.00| 3.50000 350.00| 2.50000 250.00 Filter Blanket | | | 0120 619B071 4.000 EACH| 1400.00000 5600.00| 2800.00000 11200.00| 1036.00000 4144.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0130 619B286 2.000 EACH| 3200.00000 6400.00| 2800.00000 5600.00| 1750.00000 3500.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 (Double Line) | | | 0140 621A013 6.000 EACH| 3000.00000 18000.00| 8250.00000 49500.00| 5000.00000 30000.00 Junction Boxes, Type Special | | | 0150 650A000 171.000 CUYD| 10.00000 1710.00| 5.00000 855.00| 10.00000 1710.00 Topsoil | | | 0160 650B000 1044.000 CUYD| 7.50000 7830.00| 3.50000 3654.00| 4.00000 4176.00 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 064 -3 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20030926064 COUNTIES : MARENGO LETTING DATE : 09/26/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 05030 |( 3 ) 20021 |TRI-COUNTY CONCRETE CONSTRU |ECON, INC. |C. THORNTON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 652A054 3.000 ACRE| 1000.00000 3000.00| 450.00000 1350.00| 800.00000 2400.00 Seeding (Mix 2A) | | | 0180 656A000 3.000 ACRE| 1000.00000 3000.00| 450.00000 1350.00| 800.00000 2400.00 Mulching, Class A, Type 1 | | | 0190 665F000 500.000 EACH| 10.00000 5000.00| 5.00000 2500.00| 5.00000 2500.00 Hay Bales | | | 0200 665J000 1000.000 LF | 10.00000 10000.00| 3.75000 3750.00| 4.00000 4000.00 Silt Fence, Type A | | | 0210 666A001 3.000 ACRE| 100.00000 300.00| 0.00000 0.00| 20.00000 60.00 Pest Control Treatment | | | 0220 680A000 LUMP| 2500.00000 2500.00| 6000.00000 6000.00| 3000.00000 3000.00 Engineering Controls | | | 0230 740B000 336.000 SQFT| 10.00000 3360.00| 8.80000 2956.80| 12.00000 4032.00 Construction Signs | | | 0240 740D000 100.000 EACH| 10.00000 1000.00| 60.50000 6050.00| 55.00000 5500.00 Channelizing Drums | | | SECTION TOTALS | $ 195,338.50| $ 213,911.50| $ 216,816.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 195,338.50| $ 213,911.50| $ 216,816.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 064 -4 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20030926064 COUNTIES : MARENGO LETTING DATE : 09/26/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 07048 |( 5 ) 16048 |( 6 ) 23056 |GLASGOW CONSTRUCTION CO., I |WALKER PATTON COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 5000.00000 5000.00| 26250.00000 26250.00| 22462.00000 22462.00 Clearing & Grubbing (Approximately 4 | | | ACRES) | | | 0020 210A000 1044.000 CUYD| 10.00000 10440.00| 8.00000 8352.00| 9.91000 10346.04 Unclassified Excavation | | | 0030 210D000 4335.000 CUYD| 12.00000 52020.00| 8.50000 36847.50| 11.09000 48075.15 Borrow Excavation | | | 0040 214A000 262.000 CUYD| 12.00000 3144.00| 12.00000 3144.00| 13.25000 3471.50 Structure Excavation | | | 0050 214B001 131.000 CUYD| 25.00000 3275.00| 48.85000 6399.35| 51.39000 6732.09 Foundation Backfill, Commercial | | | 0060 502A000 6492.000 LB | 1.00000 6492.00| 1.50000 9738.00| 0.75000 4869.00 Steel Reinforcement | | | 0070 524B011 57.000 CUYD| 650.00000 37050.00| 567.00000 32319.00| 833.45000 47506.65 Culvert Concrete Extension (Cast In | | | Place) | | | 0080 530B006 94.000 LF | 145.00000 13630.00| 114.00000 10716.00| 119.56000 11238.64 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0090 600A000 LUMP| 5000.00000 5000.00| 19000.00000 19000.00| 21227.00000 21227.00 Mobilization | | | 0100 610C001 126.000 TON | 35.00000 4410.00| 49.90000 6287.40| 48.52000 6113.52 Loose Riprap, Class 2 | | | 0110 610D000 100.000 SQYD| 3.00000 300.00| 2.50000 250.00| 4.18000 418.00 Filter Blanket | | | 0120 619B071 4.000 EACH| 2500.00000 10000.00| 2600.00000 10400.00| 1743.59000 6974.36 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0130 619B286 2.000 EACH| 2500.00000 5000.00| 5200.00000 10400.00| 2876.92000 5753.84 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 (Double Line) | | | 0140 621A013 6.000 EACH| 5000.00000 30000.00| 4000.00000 24000.00| 4378.86000 26273.16 Junction Boxes, Type Special | | | 0150 650A000 171.000 CUYD| 15.00000 2565.00| 11.00000 1881.00| 14.37000 2457.27 Topsoil | | | 0160 650B000 1044.000 CUYD| 10.00000 10440.00| 7.50000 7830.00| 11.58000 12089.52 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 064 -5 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20030926064 COUNTIES : MARENGO LETTING DATE : 09/26/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 07048 |( 5 ) 16048 |( 6 ) 23056 |GLASGOW CONSTRUCTION CO., I |WALKER PATTON COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 652A054 3.000 ACRE| 600.00000 1800.00| 800.00000 2400.00| 747.50000 2242.50 Seeding (Mix 2A) | | | 0180 656A000 3.000 ACRE| 600.00000 1800.00| 800.00000 2400.00| 747.50000 2242.50 Mulching, Class A, Type 1 | | | 0190 665F000 500.000 EACH| 10.00000 5000.00| 5.00000 2500.00| 10.95000 5475.00 Hay Bales | | | 0200 665J000 1000.000 LF | 8.00000 8000.00| 3.00000 3000.00| 6.33000 6330.00 Silt Fence, Type A | | | 0210 666A001 3.000 ACRE| 500.00000 1500.00| 50.00000 150.00| 57.50000 172.50 Pest Control Treatment | | | 0220 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 3840.00000 3840.00 Engineering Controls | | | 0230 740B000 336.000 SQFT| 10.00000 3360.00| 9.50000 3192.00| 8.63000 2899.68 Construction Signs | | | 0240 740D000 100.000 EACH| 50.00000 5000.00| 62.00000 6200.00| 81.46000 8146.00 Channelizing Drums | | | SECTION TOTALS | $ 230,226.00| $ 238,656.25| $ 267,355.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 230,226.00| $ 238,656.25| $ 267,355.92 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 065 -1 VENDOR RANKING CALL ORDER : 065 CONTRACT ID : 20030926065 COUNTIES : MARENGO LETTING DATE : 09/26/03 10:00 AM DIVISION : 08 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-408-462-069-312 for constructing the Guardrail Improvements on S.R.#69 from south of Myrtlewood to north of Howell Cemetery. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 175,151.00 100.0000% 2 03104 CARCEL & G. CONSTRUCTION, LLC $ 175,337.75 100.1066% 3 05030 ECON, INC. $ 176,610.60 100.8333% 4 23070 WINSTON CONTRACTING, L.L.C. $ 195,070.50 111.3728% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 065 -2 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20030926065 COUNTIES : MARENGO LETTING DATE : 09/26/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 03104 |( 3 ) 05030 |GLASGOW CONSTRUCTION CO., I |CARCEL & G. CONSTRUCTION, L |ECON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 5000.00000 5000.00| 16720.00000 16720.00| 8400.00000 8400.00 Clearing & Grubbing (Approximately 3 | | | ACRES ) | | | 0020 210A000 1720.000 CUYD| 10.00000 17200.00| 5.00000 8600.00| 5.50000 9460.00 Unclassified Excavation | | | 0030 210D000 1000.000 CUYD| 12.00000 12000.00| 12.00000 12000.00| 8.50000 8500.00 Borrow Excavation | | | 0040 530A101 31.000 LF | 30.00000 930.00| 40.00000 1240.00| 30.00000 930.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0050 600A000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 50000.00000 50000.00 Mobilization | | | 0060 610C001 172.000 TON | 35.00000 6020.00| 25.00000 4300.00| 50.00000 8600.00 Loose Riprap, Class 2 | | | 0070 610D003 137.000 SQYD| 3.00000 411.00| 2.25000 308.25| 4.75000 650.75 Filter Blanket, Geotextile | | | 0080 619A002 3.000 EACH| 350.00000 1050.00| 1000.00000 3000.00| 690.00000 2070.00 18" Roadway Pipe End Treatment, Class 1 | | | 0090 620A000 1.000 CUYD| 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 Minor Structure Concrete | | | 0100 630A001 1825.000 LF | 13.00000 23725.00| 12.50000 22812.50| 13.75000 25093.75 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 6.000 EACH| 1700.00000 10200.00| 1650.00000 9900.00| 1815.00000 10890.00 Guardrail End Anchor, Type 20 Series | | | 0120 650A000 362.000 CUYD| 15.00000 5430.00| 5.00000 1810.00| 8.00000 2896.00 Topsoil | | | 0130 650B000 765.000 CUYD| 10.00000 7650.00| 10.00000 7650.00| 3.50000 2677.50 Topsoil From Stockpiles | | | 0140 652B053 2.000 ACRE| 800.00000 1600.00| 2000.00000 4000.00| 900.00000 1800.00 Temporary Seeding (Mix 2AT) | | | 0150 658A002 2.000 ACRE| 1500.00000 3000.00| 2000.00000 4000.00| 1500.00000 3000.00 Hydro-Seeding & Mulching (Mix 2E) | | | 0160 659A002 10143.000 SQYD| 5.00000 50715.00| 4.00000 40572.00| 2.50000 25357.50 Erosion Control Netting, Class C1 | | | 0170 665F000 300.000 EACH| 6.00000 1800.00| 8.00000 2400.00| 8.00000 2400.00 Hay Bales | | | 0180 665J000 970.000 LF | 6.00000 5820.00| 3.50000 3395.00| 3.75000 3637.50 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 065 -3 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20030926065 COUNTIES : MARENGO LETTING DATE : 09/26/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 03104 |( 3 ) 05030 |GLASGOW CONSTRUCTION CO., I |CARCEL & G. CONSTRUCTION, L |ECON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 672A000 3.000 GAL | 400.00000 1200.00| 150.00000 450.00| 0.00000 0.00 Flocculant Liquid | | | 0200 740B000 320.000 SQFT| 10.00000 3200.00| 10.00000 3200.00| 7.98000 2553.60 Construction Signs | | | 0210 740D000 100.000 EACH| 60.00000 6000.00| 70.00000 7000.00| 60.50000 6050.00 Channelizing Drums | | | 0220 740E000 50.000 EACH| 10.00000 500.00| 18.00000 900.00| 10.78000 539.00 Cones (36 Inches High) | | | 0230 740I005 2.000 EACH| 100.00000 200.00| 90.00000 180.00| 123.75000 247.50 Warning Lights, Type B (Detachable Head | | | 0240 740M001 50.000 EACH| 10.00000 500.00| 8.00000 400.00| 7.15000 357.50 Ballast For Cone | | | SECTION TOTALS | $ 175,151.00| $ 175,337.75| $ 176,610.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 175,151.00| $ 175,337.75| $ 176,610.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 065 -4 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20030926065 COUNTIES : MARENGO LETTING DATE : 09/26/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 23070 |( ) |( ) |WINSTON CONTRACTING, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 12500.00000 12500.00| | Clearing & Grubbing (Approximately 3 | | | ACRES ) | | | 0020 210A000 1720.000 CUYD| 10.00000 17200.00| | Unclassified Excavation | | | 0030 210D000 1000.000 CUYD| 16.00000 16000.00| | Borrow Excavation | | | 0040 530A101 31.000 LF | 30.00000 930.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0050 600A000 LUMP| 15000.00000 15000.00| | Mobilization | | | 0060 610C001 172.000 TON | 30.00000 5160.00| | Loose Riprap, Class 2 | | | 0070 610D003 137.000 SQYD| 2.00000 274.00| | Filter Blanket, Geotextile | | | 0080 619A002 3.000 EACH| 550.00000 1650.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0090 620A000 1.000 CUYD| 1000.00000 1000.00| | Minor Structure Concrete | | | 0100 630A001 1825.000 LF | 10.00000 18250.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 6.000 EACH| 1550.00000 9300.00| | Guardrail End Anchor, Type 20 Series | | | 0120 650A000 362.000 CUYD| 12.75000 4615.50| | Topsoil | | | 0130 650B000 765.000 CUYD| 12.75000 9753.75| | Topsoil From Stockpiles | | | 0140 652B053 2.000 ACRE| 775.00000 1550.00| | Temporary Seeding (Mix 2AT) | | | 0150 658A002 2.000 ACRE| 1800.00000 3600.00| | Hydro-Seeding & Mulching (Mix 2E) | | | 0160 659A002 10143.000 SQYD| 5.75000 58322.25| | Erosion Control Netting, Class C1 | | | 0170 665F000 300.000 EACH| 5.00000 1500.00| | Hay Bales | | | 0180 665J000 970.000 LF | 4.00000 3880.00| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 065 -5 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20030926065 COUNTIES : MARENGO LETTING DATE : 09/26/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 23070 |( ) |( ) |WINSTON CONTRACTING, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 672A000 3.000 GAL | 310.00000 930.00| | Flocculant Liquid | | | 0200 740B000 320.000 SQFT| 14.00000 4480.00| | Construction Signs | | | 0210 740D000 100.000 EACH| 75.00000 7500.00| | Channelizing Drums | | | 0220 740E000 50.000 EACH| 16.50000 825.00| | Cones (36 Inches High) | | | 0230 740I005 2.000 EACH| 250.00000 500.00| | Warning Lights, Type B (Detachable Head | | | 0240 740M001 50.000 EACH| 7.00000 350.00| | Ballast For Cone | | | SECTION TOTALS | $ 195,070.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 195,070.50| $ 0.00| $ ====================================================================================================================================