ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20040220001 COUNTIES : MOBILE LETTING DATE : 02/20/04 10:00 AM DIVISION : 09 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-I010(312) for constructing the Pavement Rehabilitation on I-10 at the Wallace Tunnel in Mobile. Length 0.843 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 481,861.00 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 499,900.49 103.7437% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040220001 COUNTIES : MOBILE LETTING DATE : 02/20/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |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 206D001 13.000 LF | 5.00000 65.00| 6.13000 79.69| Removing Guardrail | | | 0020 206E019 1.000 EACH| 250.00000 250.00| 306.67000 306.67| Removing Guardrail End Anchor (Type 10) | | | 0030 405A000 1400.000 GAL | 1.20000 1680.00| 1.20000 1680.00| Tack Coat | | | 0040 408A052 27870.000 SQYD| 4.00000 111480.00| 1.34000 37345.80| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 423A002 3070.000 TON | 70.00000 214900.00| 80.55000 247288.50| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0060 423A005 50.000 TON | 75.00000 3750.00| 94.76000 4738.00| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size, Patching | | | 0080 600A000 LUMP| 56000.00000 56000.00| 59983.18000 59983.18| Mobilization | | | 0090 621N000 38.000 EACH| 400.00000 15200.00| 1226.65000 46612.70| Repair Of Roadway Drain | | | 0100 621O000 10.000 EACH| 2400.00000 24000.00| 2207.96000 22079.60| Modification Of Clean-Out Box | | | 0110 621P000 29.000 EACH| 450.00000 13050.00| 981.32000 28458.28| Modification Of Clean-Out Box Cover | | | 0120 630C070 1.000 EACH| 2010.00000 2010.00| 2453.29000 2453.29| Guardrail End Anchor, Type 10 Series | | | 0130 701A028 2.000 MILE| 1510.00000 3020.00| 2066.90000 4133.80| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A032 2.000 MILE| 1000.00000 2000.00| 2054.64000 4109.28| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A041 2.000 MILE| 1610.00000 3220.00| 1502.65000 3005.30| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 1550.000 LF | 0.80000 1240.00| 1.04000 1612.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040220001 COUNTIES : MOBILE LETTING DATE : 02/20/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 701C000 2.000 MILE| 400.00000 800.00| 582.66000 1165.32| Broken Temporary Traffic Stripe | | | 0180 701C001 4.000 MILE| 500.00000 2000.00| 668.52000 2674.08| Solid Temporary Traffic Stripe | | | 0190 705A031 1238.000 EACH| 5.35000 6623.30| 5.70000 7056.60| Pavement Markers, Class A-H, Type 1-A | | | 0200 705A032 126.000 EACH| 5.35000 674.10| 5.70000 718.20| Pavement Markers, Class A-H, Type 1-B | | | 0210 730H001 750.000 LF | 4.00000 3000.00| 4.91000 3682.50| Loop Wire | | | 0220 730I001 100.000 LF | 4.00000 400.00| 4.91000 491.00| Loop Detector Lead-In-Cable | | | 0230 740B000 944.000 SQFT| 9.00000 8496.00| 11.04000 10421.76| Construction Signs | | | 0240 740C000 96.000 SQFT| 10.60000 1017.60| 12.88000 1236.48| Special Construction Signs | | | 0250 740D000 70.000 EACH| 50.00000 3500.00| 61.33000 4293.10| Channelizing Drums | | | 0260 740E000 70.000 EACH| 10.00000 700.00| 12.27000 858.90| Cones (36 Inches High) | | | 0270 740M001 70.000 EACH| 5.50000 385.00| 6.75000 472.50| Ballast For Cone | | | 0280 741C001 2.000 EACH| 1200.00000 2400.00| 1471.98000 2943.96| Portable Sequential Arrow And Chevron | | | Sign Unit (Truck Mounted) | | | SECTION TOTALS | $ 481,861.00| $ 499,900.49| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 481,861.00| $ 499,900.49| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20040220002 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 CONTRACT TIME : 08/15/04 COMPLETION DATE CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : I-I065(340) for constructing the Concrete Pavement Rehabilitation at the I-65/ I-20/ I-59 Interchange in Birmingham. Length 1.445 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08077 HASTINGS GENERAL CONTRACTING, INC. $ 2,823,576.69 100.0000% 2 03050 COSTELLO INDUSTRIES, INC. $ 3,415,872.95 120.9768% 3 30018 GROUT INCORPORATED& R. E. GRILLS CONSTRUCTION. CO., INC $ 3,559,402.61 126.0601% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040220002 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 03050 |( 3 ) 30018 |HASTINGS GENERAL CONTRACTIN |COSTELLO INDUSTRIES, INC. |GROUT, INC. & R.E.GRILLS CONST. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C014 32.000 SQYD| 150.00000 4800.00| 85.50000 2736.00| 270.00000 8640.00 Removing Bridge End Slab (Partial) | | | 0020 404E002 9183.000 TON | 54.42000 499738.86| 54.93000 504422.19| 57.00000 523431.00 Paver-Laid Surface Treatment, Plant Mix | | | Production, Type C Gradation | | | 0030 404F000 183637.000 SQYD| 3.65000 670275.05| 3.64000 668438.68| 4.20000 771275.40 Paver-Laid Surface Treatment, Placement | | | 0040 424B286 10.000 TON | 250.00000 2500.00| 932.37000 9323.70| 1000.00000 10000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0050 450B000 32.000 SQYD| 200.00000 6400.00| 157.45000 5038.40| 325.00000 10400.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0060 453C000 4423.000 SQYD| 65.00000 287495.00| 109.38000 483787.74| 90.00000 398070.00 Removal Of Concrete Pavement Slab | | | 0070 453D000 1229.000 CUYD| 550.00000 675950.00| 705.41000 866948.89| 750.00000 921750.00 Concrete Pavement Replacement Slab | | | 0080 454A000 92570.000 LF | 1.15000 106455.50| 1.36000 125895.20| 1.19000 110158.30 Cleaning And Sealing Concrete Pavement, | | | Type I, Joints | | | 0090 454A001 5800.000 LF | 1.95000 11310.00| 1.36000 7888.00| 2.00000 11600.00 Cleaning And Sealing Concrete Pavement, | | | Type I, Cracks | | | 0100 454A004 66364.000 LF | 1.15000 76318.60| 1.36000 90255.04| 1.19000 78973.16 Cleaning And Sealing Concrete Pavement, | | | Type I, Joints (Longitudinal Edge | | | Joints) | | | 0110 600A000 LUMP| 228600.00000 228600.00| 401000.00000 401000.00| 420000.00000 420000.00 Mobilization | | | 0120 701A028 8.000 MILE| 1866.70000 14933.60| 1768.42000 14147.36| 1680.00000 13440.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A032 8.000 MILE| 1866.70000 14933.60| 1768.42000 14147.36| 1680.00000 13440.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A041 17.000 MILE| 1100.00000 18700.00| 1042.11000 17715.87| 990.00000 16830.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040220002 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 03050 |( 3 ) 30018 |HASTINGS GENERAL CONTRACTIN |COSTELLO INDUSTRIES, INC. |GROUT, INC. & R.E.GRILLS CONST. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701B009 6745.000 LF | 1.00000 6745.00| 0.95000 6407.75| 0.90000 6070.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 17.000 MILE| 578.60000 9836.20| 547.37000 9305.29| 520.00000 8840.00 Broken Temporary Traffic Stripe | | | 0170 701C001 15.000 MILE| 655.60000 9834.00| 621.05000 9315.75| 590.00000 8850.00 Solid Temporary Traffic Stripe | | | 0180 703A002 9255.000 SQFT| 3.06000 28320.30| 2.89000 26746.95| 2.75000 25451.25 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 744.000 SQFT| 3.90000 2901.60| 3.68000 2737.92| 3.50000 2604.00 Traffic Control Legends, Class 2, Type | | | 0200 703D001 1026.000 SQFT| 1.68000 1723.68| 1.58000 1621.08| 1.50000 1539.00 Temporary Traffic Control Markings | | | 0210 705A030 2144.000 EACH| 6.12000 13121.28| 5.79000 12413.76| 5.50000 11792.00 Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 2660.000 EACH| 6.12000 16279.20| 5.79000 15401.40| 5.50000 14630.00 Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 486.000 EACH| 6.12000 2974.32| 5.79000 2813.94| 5.50000 2673.00 Pavement Markers, Class A-H, Type 1-B | | | 0240 728A000 2.000 EACH| 10000.00000 20000.00| 18947.37000 37894.74| 30000.00000 60000.00 Truck Mounted Impact Attenuator Unit | | | 0250 740B000 2071.000 SQFT| 12.59000 26073.89| 10.00000 20710.00| 12.00000 24852.00 Construction Signs | | | 0260 740C000 229.000 SQFT| 9.66000 2212.14| 10.00000 2290.00| 17.00000 3893.00 Special Construction Signs | | | 0270 740D000 300.000 EACH| 70.22000 21066.00| 62.11000 18633.00| 68.00000 20400.00 Channelizing Drums | | | 0280 740F002 15.000 EACH| 175.54000 2633.10| 163.16000 2447.40| 180.00000 2700.00 Barricades, Type III | | | 0290 740I005 15.000 EACH| 226.74000 3401.10| 242.11000 3631.65| 300.00000 4500.00 Warning Lights, Type B (Detachable Head | | | 0300 741C010 2.000 EACH| 2924.44000 5848.88| 2947.37000 5894.74| 8000.00000 16000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0310 742A001 3.000 EACH| 10531.93000 31595.79| 8421.05000 25263.15| 12000.00000 36000.00 Portable Changeable Message Sign, Type | | | 0320 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,823,576.69| $ 3,415,872.95| $ 3,559,402.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,823,576.69| $ 3,415,872.95| $ 3,559,402.61 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20040220005 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPHSF-I065(337) for constructing the Guardrail Median Protection on I-65 from end of median barrier at M.P. 264.97 to double faced guardrail at M.P. 271.32 southwest of Gardendale. Length 6.350 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01010 ALABAMA GUARDRAIL, INC. $ 823,327.05 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040220005 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01010 |( ) |( ) |ALABAMA GUARDRAIL, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C017 62.000 SQYD| 15.00000 930.00| | Removing Concrete Pad | | | 0020 206D001 563.000 LF | 2.00000 1126.00| | Removing Guardrail | | | 0030 206E008 24.000 EACH| 98.00000 2352.00| | Removing Guardrail End Anchor (All Type | | | 0040 206E041 7.000 EACH| 1500.00000 10500.00| | Removing Impact Attenuators | | | 0050 600A000 LUMP| 2500.00000 2500.00| | Mobilization | | | 0060 630A001 450.000 LF | 15.10000 6795.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0070 630A018 31261.000 LF | 24.05000 751827.05| | Steel Beam Guardrail, Class A, Type 2 | | | (Double Faced Median Barrier) | | | 0080 630C001 5.000 EACH| 600.00000 3000.00| | Guardrail End Anchor, Type 8 | | | 0090 630C040 5.000 EACH| 1520.00000 7600.00| | Guardrail End Anchor, Type 13 (Modified | | | 0100 630C050 7.000 EACH| 1600.00000 11200.00| | Guardrail End Anchor, Type 20 Series | | | 0110 680A000 LUMP| 1500.00000 1500.00| | Engineering Controls | | | 0120 740B000 1196.000 SQFT| 12.00000 14352.00| | Construction Signs | | | 0130 740D000 120.000 EACH| 68.50000 8220.00| | Channelizing Drums | | | 0140 740I005 1.000 EACH| 175.00000 175.00| | Warning Lights, Type B (Detachable Head | | | 0150 741C010 1.000 EACH| 1250.00000 1250.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 823,327.05| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 823,327.05| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20040220006 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 CONTRACT TIME : 280 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : APD-471(517) for constructing the Base and Pavement, Partial Grade and Drain on Corridor "X" from east of C.R.#65 (Hillcrest Road) to east of C.R.#105 in Coalburg. Length 2.147 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 5,604,747.84 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 5,631,698.58 100.4809% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 5,657,972.07 100.9496% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20040220006 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C023 1600.000 SQYD| 4.00000 6400.00| 20.73000 33168.00| 4.25000 6800.00 Removing Riprap | | | 0020 210D000 29863.000 CUYD| 10.25000 306095.75| 6.32000 188734.16| 6.25000 186643.75 Borrow Excavation | | | 0030 230A000 281.000 RBST| 248.69000 69881.89| 437.16000 122841.96| 400.00000 112400.00 Roadbed Processing | | | 0040 301A012 183276.000 SQYD| 4.30000 788086.80| 4.19000 767926.44| 4.35000 797250.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0050 306B000 1.000 EACH| 8177.80000 8177.80| 7295.98000 7295.98| 8200.00000 8200.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0060 327E000 36690.000 TON | 29.75000 1091527.50| 27.39000 1004939.10| 26.90000 986961.00 Permeable Asphalt Treated Base | | | 0070 401A043 175904.000 SQYD| 1.05000 184699.20| 0.93000 163590.72| 0.85000 149518.40 Bituminous Treatment AE | | | 0080 405A000 5167.000 GAL | 1.21000 6252.07| 0.85000 4391.95| 1.10000 5683.70 Tack Coat | | | 0090 410C000 1.000 EACH| 27822.43000 27822.43| 5219.36000 5219.36| 10000.00000 10000.00 Contractor Retained Profilograph | | | 0100 410H000 1.000 EACH| 61333.55000 61333.55| 61458.79000 61458.79| 75000.00000 75000.00 Material Remixing Device | | | 0110 424B582 75331.000 TON | 27.88000 2100228.28| 28.57000 2152206.67| 27.90000 2101734.90 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0120 450B000 214.000 SQYD| 78.75000 16852.50| 63.54000 13597.56| 65.00000 13910.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0130 600A000 LUMP| 37081.95000 37081.95| 125084.47000 125084.47| 321045.00000 321045.00 Mobilization | | | 0140 601A000 1.000 EACH| 5750.02000 5750.02| 9241.58000 9241.58| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0150 603A002 1.000 EACH| 21722.30000 21722.30| 14956.76000 14956.76| 27000.00000 27000.00 Furnishing Type 3 Field Office | | | 0160 605A002 56150.000 LF | 2.88000 161712.00| 3.14000 176311.00| 2.73000 153289.50 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20040220006 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 605B000 74.000 EACH| 384.37000 28443.38| 270.05000 19983.70| 235.00000 17390.00 Special Underdrain Outlet, Type A | | | 0180 605B001 55.000 EACH| 244.47000 13445.85| 287.28000 15800.40| 250.00000 13750.00 Special Underdrain Outlet, Type B | | | 0190 606A000 500.000 LF | 19.31000 9655.00| 12.16000 6080.00| 10.00000 5000.00 6" Underdrain Pipe | | | 0200 614A000 1429.000 CUYD| 193.20000 276082.80| 225.27000 321910.83| 200.00000 285800.00 Slope Paving | | | 0210 621C068 26.000 EACH| 1035.30000 26917.80| 1444.00000 37544.00| 1500.00000 39000.00 Inlets, Type Y (Partial) | | | 0220 650A000 10509.000 CUYD| 8.51000 89431.59| 6.32000 66416.88| 9.00000 94581.00 Topsoil | | | 0230 652A053 25.000 ACRE| 630.00000 15750.00| 689.47000 17236.75| 500.00000 12500.00 Seeding (Mix 1E) | | | 0240 652B050 13.000 ACRE| 472.50000 6142.50| 517.10000 6722.30| 450.00000 5850.00 Temporary Seeding (Mix 1AT) | | | 0250 652C000 50.000 ACRE| 42.00000 2100.00| 45.96000 2298.00| 30.00000 1500.00 Mowing | | | 0260 652D050 13.000 ACRE| 630.00000 8190.00| 689.47000 8963.11| 450.00000 5850.00 Seeding In Stubble (Mix 1A) | | | 0270 654A000 2139.000 SQYD| 4.46000 9539.94| 4.89000 10459.71| 3.00000 6417.00 Solid Sodding | | | 0280 656A000 38.000 ACRE| 393.75000 14962.50| 430.93000 16375.34| 450.00000 17100.00 Mulching, Class A, Type 1 | | | 0290 659A001 10755.000 SQYD| 1.84000 19789.20| 2.02000 21725.10| 1.70000 18283.50 Erosion Control Netting, Class B | | | 0300 665A000 50.000 ACRE| 367.50000 18375.00| 402.19000 20109.50| 425.00000 21250.00 Temporary Seeding | | | 0310 665B000 50.000 ACRE| 393.75000 19687.50| 430.92000 21546.00| 425.00000 21250.00 Temporary Mulching | | | 0320 665I002 360.000 TON | 19.60000 7056.00| 24.32000 8755.20| 28.00000 10080.00 Temporary Riprap, Class 1 | | | 0330 665J000 12697.000 LF | 4.62000 58660.14| 4.13000 52438.61| 3.00000 38091.00 Silt Fence, Type A | | | 0340 666A001 50.000 ACRE| 31.50000 1575.00| 34.47000 1723.50| 30.00000 1500.00 Pest Control Treatment | | | 0350 680A000 LUMP| 82950.00000 82950.00| 121599.71000 121599.71| 75000.00000 75000.00 Engineering Controls | | | 0360 740B000 64.000 SQFT| 8.90000 569.60| 19.46000 1245.44| 8.48000 542.72 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20040220006 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,604,747.84| $ 5,631,698.58| $ 5,657,972.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,604,747.84| $ 5,631,698.58| $ 5,657,972.07 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 CONTRACT TIME : 400 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0005(500) for constructing the Bridge and Approaches on S.R.#5 at S.R.#28 in Catherine. Length 1.088 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02091 BOYD EXCAVATING, INC. $ 4,573,747.26 100.0000% 2 18024 RACON, INC. $ 4,697,163.00 102.6984% 3 20050 TOMLIN CONSTRUCTION, LLC $ 4,904,982.62 107.2421% 4 14007 W. S. NEWELL & SONS, INC. $ 5,156,303.04 112.7369% 5 13008 MOBILE ASPHALT COMPANY, LLC $ 5,449,000.00 119.1364% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 18024 |( 3 ) 20050 |BOYD EXCAVATING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 191421.00000 191421.00| 100000.00000 100000.00| 240000.00000 240000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 80 ACRES) | | | 0020 206B000 LUMP| 7500.00000 7500.00| 3000.00000 3000.00| 10000.00000 10000.00 Removal Of Old Box Culvert, Station | | | 537+12.69 | | | 0030 210A000 316037.000 CUYD| 1.55000 489857.35| 1.85000 584668.45| 1.85000 584668.45 Unclassified Excavation | | | 0040 210D000 9920.000 CUYD| 1.50000 14880.00| 1.85000 18352.00| 5.00000 49600.00 Borrow Excavation | | | 0050 210D011 47217.000 CUYD| 1.50000 70825.50| 6.00000 283302.00| 5.00000 236085.00 Borrow Excavation (A-4 or Better) | | | 0060 214A000 1461.000 CUYD| 6.00000 8766.00| 5.00000 7305.00| 6.00000 8766.00 Structure Excavation | | | 0070 214B001 410.000 CUYD| 30.00000 12300.00| 33.00000 13530.00| 30.00000 12300.00 Foundation Backfill, Commercial | | | 0080 215A000 215.000 CUYD| 20.00000 4300.00| 7.39000 1588.85| 15.00000 3225.00 Unclassified Bridge Excavation | | | 0090 215B000 LUMP| 35000.00000 35000.00| 0.00000 0.00| 5000.00000 5000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 536+91.45 | | | 0100 230A000 89.000 RBST| 400.00000 35600.00| 350.00000 31150.00| 300.00000 26700.00 Roadbed Processing | | | 0110 301A218 34691.000 SQYD| 2.68000 92971.88| 3.75000 130091.25| 4.15000 143967.65 Soil Aggregate Base Course, Type C, | | | Road Mixed, 5" Compacted Thickness | | | 0120 301A338 50692.000 SQYD| 1.92000 97328.64| 2.75000 139403.00| 3.00000 152076.00 Selected Soil Subbase Course, Type B, | | | Road Mixed, 5" Compacted Thickness | | | 0130 401A047 49600.000 SQYD| 0.50000 24800.00| 0.42000 20832.00| 0.62000 30752.00 Bituminous Treatment A, MC-70 | | | 0140 401B100 48614.000 SQYD| 0.80000 38891.20| 1.06000 51530.84| 0.69000 33543.66 Bituminous Treatment E (With Polymer | | | Additive) | | | 0150 405A000 4327.000 GAL | 1.00000 4327.00| 0.95000 4110.65| 2.03000 8783.81 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 18024 |( 3 ) 20050 |BOYD EXCAVATING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424A360 3580.000 TON | 33.50000 119930.00| 37.27000 133426.60| 37.91000 135717.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 424A366 200.000 TON | 45.00000 9000.00| 47.25000 9450.00| 37.91000 7582.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B651 7318.000 TON | 33.40000 244421.20| 36.64000 268131.52| 35.00000 256130.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 424B655 100.000 TON | 74.00000 7400.00| 84.00000 8400.00| 36.00000 3600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B659 375.000 TON | 40.00000 15000.00| 43.05000 16143.75| 34.50000 12937.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424C360 13460.000 TON | 33.00000 444180.00| 34.65000 466389.00| 35.00000 471100.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0220 424C369 14065.000 TON | 39.00000 548535.00| 39.38000 553879.70| 34.50000 485242.50 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 428C000 6153.000 LF | 3.00000 18459.00| 0.75000 4614.75| 0.75000 4614.75 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0240 430B000 100.000 TON | 30.00000 3000.00| 25.00000 2500.00| 30.00000 3000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0250 450B000 107.000 SQYD| 77.00000 8239.00| 68.55000 7334.85| 75.00000 8025.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0260 502A000 133049.000 LB | 0.50000 66524.50| 0.77000 102447.73| 0.70000 93134.30 Steel Reinforcement | | | 0270 502B000 LUMP| 40000.00000 40000.00| 46754.07000 46754.07| 5000.00000 5000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 536+91.45 Approx. | | | 75745 LBS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 18024 |( 3 ) 20050 |BOYD EXCAVATING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 505M002 1196.000 LF | 25.00000 29900.00| 30.55000 36537.80| 25.00000 29900.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0290 505M004 345.000 LF | 31.00000 10695.00| 38.69000 13348.05| 31.00000 10695.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0300 508A000 7835.000 LB | 3.50000 27422.50| 2.60000 20371.00| 3.50000 27422.50 Structural Steel | | | 0310 510A000 281.000 CUYD| 280.00000 78680.00| 354.49000 99611.69| 275.00000 77275.00 Bridge Substructure Concrete, Class A | | | 0320 510C051 LUMP| 175000.00000 175000.00| 182081.21000 182081.21| 175000.00000 175000.00 Bridge Concrete Superstructure, Sta. | | | 536+91.45 Approx. 360 Cu Yds | | | 0330 510E000 1070.000 SQYD| 2.50000 2675.00| 2.86000 3060.20| 2.50000 2675.00 Grooving Concrete Bridge Decks | | | 0340 511A051 28.000 EACH| 200.00000 5600.00| 75.75000 2121.00| 200.00000 5600.00 Elastomeric Bearing Type 2(Mark B2) | | | 0350 511A053 14.000 EACH| 300.00000 4200.00| 119.64000 1674.96| 300.00000 4200.00 Elastomeric Bearing Type 2(Mark B4) | | | 0360 513B004 820.000 LF | 75.00000 61500.00| 61.58000 50495.60| 75.00000 61500.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0370 513B019 850.000 LF | 140.00000 119000.00| 121.51000 103283.50| 140.00000 119000.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0380 524A011 370.000 CUYD| 330.00000 122100.00| 369.59000 136748.30| 450.00000 166500.00 Culvert Concrete (Cast In Place) | | | 0390 524B011 130.000 CUYD| 500.00000 65000.00| 540.47000 70261.10| 645.00000 83850.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0400 530A005 142.000 LF | 56.00000 7952.00| 56.50000 8023.00| 75.00000 10650.00 42" Roadway Pipe (Class 3 R.C.) | | | 0410 530A104 12.000 LF | 85.00000 1020.00| 90.25000 1083.00| 55.00000 660.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0420 530B015 34.000 LF | 120.00000 4080.00| 76.50000 2601.00| 88.00000 2992.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0430 535A080 294.000 LF | 20.00000 5880.00| 19.30000 5674.20| 20.00000 5880.00 18" Side Drain Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 18024 |( 3 ) 20050 |BOYD EXCAVATING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 538A005 87.000 LF | 275.00000 23925.00| 85.15000 7408.05| 100.00000 8700.00 30" Roadway Pipe Rehabilitation | | | 0450 538A006 83.000 LF | 400.00000 33200.00| 105.00000 8715.00| 110.00000 9130.00 36" Roadway Pipe Rehabilitation | | | 0460 600A000 LUMP| 333991.49000 333991.49| 173835.00000 173835.00| 300000.00000 300000.00 Mobilization | | | 0470 602A000 35.000 EACH| 125.00000 4375.00| 78.50000 2747.50| 110.00000 3850.00 Right Of Way Markers | | | 0480 606A000 500.000 LF | 16.00000 8000.00| 9.00000 4500.00| 15.00000 7500.00 6" Underdrain Pipe | | | 0490 609A000 704.000 SQYD| 35.00000 24640.00| 10.12000 7124.48| 30.00000 21120.00 Aggregate Slope Protection | | | 0500 609B000 704.000 SQYD| 4.00000 2816.00| 2.00000 1408.00| 5.00000 3520.00 Geotextile Filter For Aggregate Slope | | | Protection | | | 0510 610C001 6324.000 TON | 19.50000 123318.00| 26.00000 164424.00| 22.50000 142290.00 Loose Riprap, Class 2 | | | 0520 610D003 4974.000 SQYD| 3.00000 14922.00| 2.00000 9948.00| 1.50000 7461.00 Filter Blanket, Geotextile | | | 0530 614A000 3.000 CUYD| 450.00000 1350.00| 300.00000 900.00| 375.00000 1125.00 Slope Paving | | | 0540 614B000 3.000 CUYD| 500.00000 1500.00| 500.00000 1500.00| 375.00000 1125.00 Reinforced Slope Paving | | | 0550 619A056 2.000 EACH| 3200.00000 6400.00| 1700.00000 3400.00| 2750.00000 5500.00 42" Roadway Pipe End Treatment, Class 2 | | | 0560 619A101 8.000 EACH| 750.00000 6000.00| 465.00000 3720.00| 525.00000 4200.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619B069 1.000 EACH| 3400.00000 3400.00| 1835.00000 1835.00| 2350.00000 2350.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0580 620A000 4.000 CUYD| 550.00000 2200.00| 1040.00000 4160.00| 750.00000 3000.00 Minor Structure Concrete | | | 0590 621A004 3.000 EACH| 2100.00000 6300.00| 3500.00000 10500.00| 3500.00000 10500.00 Junction Boxes, Type 4 | | | 0600 621B004 3.000 EACH| 550.00000 1650.00| 525.00000 1575.00| 575.00000 1725.00 Junction Box Units, Type 4 | | | 0610 621C027 1.000 EACH| 2500.00000 2500.00| 1545.00000 1545.00| 1850.00000 1850.00 Inlets, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 18024 |( 3 ) 20050 |BOYD EXCAVATING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 621D002 3.000 EACH| 550.00000 1650.00| 508.00000 1524.00| 500.00000 1500.00 Inlet Units, Type C | | | 0630 623B000 28.000 LF | 55.00000 1540.00| 25.00000 700.00| 15.00000 420.00 Concrete Curb, Type N | | | 0640 623B001 81.000 LF | 75.00000 6075.00| 45.00000 3645.00| 50.00000 4050.00 Concrete Curb, Type N Special | | | 0650 630A001 500.000 LF | 10.50000 5250.00| 11.45000 5725.00| 17.00000 8500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0660 630C003 4.000 EACH| 1100.00000 4400.00| 1199.00000 4796.00| 1650.00000 6600.00 Guardrail End Anchor, Type 13 | | | 0670 630C070 8.000 EACH| 1365.00000 10920.00| 1526.00000 12208.00| 1250.00000 10000.00 Guardrail End Anchor, Type 10 Series | | | 0680 634A002 3137.000 LF | 12.00000 37644.00| 10.90000 34193.30| 15.00000 47055.00 Industrial Fence, 6 Feet High | | | 0690 641A514 1000.000 LF | 5.05000 5050.00| 6.00000 6000.00| 3.00000 3000.00 1 Inch Copper Water Service Line Laid | | | 0700 641A748 4500.000 LF | 8.50000 38250.00| 11.25000 50625.00| 16.24000 73080.00 8 Inch P.V.C. Water Main Laid | | | 0710 641C500 100.000 LB | 6.00000 600.00| 6.60000 660.00| 0.10000 10.00 Ductile Iron Fittings | | | 0720 641D500 2.000 EACH| 1250.00000 2500.00| 2135.00000 4270.00| 3000.00000 6000.00 Fire Hydrant | | | 0730 641J516 1.000 EACH| 525.00000 525.00| 706.00000 706.00| 1200.00000 1200.00 6 Inch Gate Valve with Box | | | 0740 641J518 2.000 EACH| 695.00000 1390.00| 1000.00000 2000.00| 1500.00000 3000.00 8 Inch Gate Valve with Box | | | 0750 641N520 1.000 EACH| 480.00000 480.00| 500.00000 500.00| 1500.00000 1500.00 8 Inch x 6 Inch Anchor Tee | | | 0760 641P520 7.000 EACH| 910.00000 6370.00| 500.00000 3500.00| 200.00000 1400.00 1 Inch Service Tap | | | 0770 641R515 7.000 EACH| 420.75000 2945.25| 205.00000 1435.00| 200.00000 1400.00 1 Inch Water Meter And Box Reset | | | 0780 649A535 140.000 LF | 175.00000 24500.00| 56.60000 7924.00| 30.00000 4200.00 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0790 649A635 75.000 LF | 155.00000 11625.00| 129.50000 9712.50| 30.00000 2250.00 12 Inch Steel Encasement Pipe,Type 2 | | | Installation | | | 0800 650A000 100.000 CUYD| 6.00000 600.00| 8.00000 800.00| 10.00000 1000.00 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 18024 |( 3 ) 20050 |BOYD EXCAVATING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 650B000 15404.000 CUYD| 2.75000 42361.00| 2.50000 38510.00| 3.00000 46212.00 Topsoil From Stockpiles | | | 0820 652A054 29.000 ACRE| 450.00000 13050.00| 545.00000 15805.00| 475.00000 13775.00 Seeding (Mix 2A) | | | 0830 652B053 29.000 ACRE| 300.00000 8700.00| 327.00000 9483.00| 400.00000 11600.00 Temporary Seeding (Mix 2AT) | | | 0840 652D054 29.000 ACRE| 400.00000 11600.00| 436.00000 12644.00| 450.00000 13050.00 Seeding In Stubble (Mix 2A) | | | 0850 656A000 58.000 ACRE| 450.00000 26100.00| 490.50000 28449.00| 450.00000 26100.00 Mulching, Class A, Type 1 | | | 0860 658A002 6.000 ACRE| 1200.00000 7200.00| 1308.00000 7848.00| 900.00000 5400.00 Hydro-Seeding & Mulching (Mix 2E) | | | 0870 659A001 10905.000 SQYD| 2.55000 27807.75| 1.64000 17884.20| 1.08000 11777.40 Erosion Control Netting, Class B | | | 0880 665F000 400.000 EACH| 6.00000 2400.00| 5.00000 2000.00| 8.00000 3200.00 Hay Bales | | | 0890 665I000 486.000 TON | 19.50000 9477.00| 30.00000 14580.00| 27.00000 13122.00 Temporary Riprap, Class 2 | | | 0900 665J000 7350.000 LF | 3.75000 27562.50| 2.15000 15802.50| 2.50000 18375.00 Silt Fence, Type A | | | 0910 666A001 8.000 ACRE| 50.00000 400.00| 38.15000 305.20| 50.00000 400.00 Pest Control Treatment | | | 0920 680A000 LUMP| 65000.00000 65000.00| 74500.00000 74500.00| 75000.00000 75000.00 Engineering Controls | | | 0930 701A028 5.000 MILE| 1490.00000 7450.00| 1624.10000 8120.50| 1490.00000 7450.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0940 701A046 1.000 MILE| 990.00000 990.00| 1079.10000 1079.10| 990.00000 990.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0950 701A048 5.000 MILE| 1680.00000 8400.00| 1831.20000 9156.00| 1680.00000 8400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0960 701B009 2318.000 LF | 0.75000 1738.50| 0.87000 2016.66| 0.80000 1854.40 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0970 701C002 1.000 MILE| 525.00000 525.00| 572.25000 572.25| 525.00000 525.00 Broken Temporary Traffic Stripe (Paint) | | | 0980 701C003 17.000 MILE| 525.00000 8925.00| 572.25000 9728.25| 525.00000 8925.00 Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 18024 |( 3 ) 20050 |BOYD EXCAVATING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 701D008 1.000 MILE| 1750.00000 1750.00| 1907.50000 1907.50| 1750.00000 1750.00 Solid Traffic Stripe Removed (Plastic) | | | 1000 701E006 1000.000 LF | 1.30000 1300.00| 1.42000 1420.00| 1.30000 1300.00 Solid Temporary Traffic | | | Stripe(Removable Tape) | | | 1010 701G125 482.000 LF | 4.55000 2193.10| 4.96000 2390.72| 4.55000 2193.10 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1020 701G133 482.000 LF | 4.70000 2265.40| 5.12000 2467.84| 4.70000 2265.40 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1030 701H002 1000.000 LF | 1.00000 1000.00| 1.09000 1090.00| 1.00000 1000.00 Solid Traffic Stripe Removed (Tape) | | | 1040 703A002 7767.000 SQFT| 2.50000 19417.50| 2.73000 21203.91| 2.50000 19417.50 Traffic Control Markings, Class 2, Type | | | A | | | 1050 703B002 314.000 SQFT| 3.50000 1099.00| 3.81000 1196.34| 3.50000 1099.00 Traffic Control Legends, Class 2, Type | | | 1060 703D002 3290.000 SQFT| 1.50000 4935.00| 1.64000 5395.60| 1.50000 4935.00 Temporary Traffic Control Markings | | | (Paint) | | | 1070 705A011 240.000 EACH| 5.50000 1320.00| 6.00000 1440.00| 5.50000 1320.00 Pavement Markers, Class C, Type 1-A | | | 1080 705A023 40.000 EACH| 5.50000 220.00| 6.00000 240.00| 5.50000 220.00 Pavement Markers, Class C, Type 2-D | | | 1090 705A031 480.000 EACH| 6.00000 2880.00| 6.00000 2880.00| 5.50000 2640.00 Pavement Markers, Class A-H, Type 1-A | | | 1100 705A032 445.000 EACH| 6.00000 2670.00| 6.00000 2670.00| 5.50000 2447.50 Pavement Markers, Class A-H, Type 1-B | | | 1110 705A037 147.000 EACH| 6.00000 882.00| 6.00000 882.00| 5.50000 808.50 Pavement Markers, Class A-H, Type 2-D | | | 1120 705A038 1016.000 EACH| 6.00000 6096.00| 6.00000 6096.00| 5.50000 5588.00 Pavement Markers, Class A-H, Type 2-E | | | 1130 710A115 412.000 SQFT| 20.00000 8240.00| 16.83000 6933.96| 15.70000 6468.40 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1140 710A126 23.000 SQFT| 21.00000 483.00| 14.88000 342.24| 14.00000 322.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02091 |( 2 ) 18024 |( 3 ) 20050 |BOYD EXCAVATING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1150 710B001 804.000 LF | 1.00000 804.00| 6.01000 4832.04| 6.25000 5025.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1160 726A000 1210.000 LF | 30.00000 36300.00| 16.35000 19783.50| 15.00000 18150.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1170 726D020 1.000 EACH| 6500.00000 6500.00| 7085.00000 7085.00| 6500.00000 6500.00 Portable Impact Attenuator Assembly( | | | Unidirectional, TL-2) | | | 1180 740B000 724.000 SQFT| 8.00000 5792.00| 8.01000 5799.24| 8.00000 5792.00 Construction Signs | | | 1190 740D000 225.000 EACH| 75.00000 16875.00| 62.96000 14166.00| 60.00000 13500.00 Channelizing Drums | | | 1200 740E000 200.000 EACH| 75.00000 15000.00| 2.00000 400.00| 9.25000 1850.00 Cones (36 Inches High) | | | 1210 740F002 12.000 EACH| 350.00000 4200.00| 172.00000 2064.00| 160.00000 1920.00 Barricades, Type III | | | 1220 740I005 6.000 EACH| 600.00000 3600.00| 573.00000 3438.00| 72.00000 432.00 Warning Lights, Type B (Detachable Head | | | 1230 740L005 75.000 EACH| 225.00000 16875.00| 57.00000 4275.00| 23.62000 1771.50 Vertical Panel, Type I (Double-Sided) | | | 1240 740M001 200.000 EACH| 10.00000 2000.00| 2.00000 400.00| 6.25000 1250.00 Ballast For Cone | | | 1250 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,573,747.26| $ 4,697,163.00| $ 4,904,982.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,573,747.26| $ 4,697,163.00| $ 4,904,982.62 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 13008 |( ) |W. S. NEWELL & SONS, INC. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 240000.00000 240000.00| 155000.00000 155000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 80 ACRES) | | | 0020 206B000 LUMP| 3500.00000 3500.00| 1.05000 1.05| Removal Of Old Box Culvert, Station | | | 537+12.69 | | | 0030 210A000 316037.000 CUYD| 1.88000 594149.56| 2.09000 660517.33| Unclassified Excavation | | | 0040 210D000 9920.000 CUYD| 6.16000 61107.20| 3.65000 36208.00| Borrow Excavation | | | 0050 210D011 47217.000 CUYD| 6.16000 290856.72| 5.20000 245528.40| Borrow Excavation (A-4 or Better) | | | 0060 214A000 1461.000 CUYD| 6.00000 8766.00| 6.80000 9934.80| Structure Excavation | | | 0070 214B001 410.000 CUYD| 38.00000 15580.00| 42.85000 17568.50| Foundation Backfill, Commercial | | | 0080 215A000 215.000 CUYD| 20.00000 4300.00| 15.65000 3364.75| Unclassified Bridge Excavation | | | 0090 215B000 LUMP| 20000.00000 20000.00| 41780.00000 41780.00| Cofferdams Or Sheeting And Shoring, Sta | | | 536+91.45 | | | 0100 230A000 89.000 RBST| 255.00000 22695.00| 625.00000 55625.00| Roadbed Processing | | | 0110 301A218 34691.000 SQYD| 4.32000 149865.12| 3.13000 108582.83| Soil Aggregate Base Course, Type C, | | | Road Mixed, 5" Compacted Thickness | | | 0120 301A338 50692.000 SQYD| 4.32000 218989.44| 2.60000 131799.20| Selected Soil Subbase Course, Type B, | | | Road Mixed, 5" Compacted Thickness | | | 0130 401A047 49600.000 SQYD| 0.40000 19840.00| 0.50000 24800.00| Bituminous Treatment A, MC-70 | | | 0140 401B100 48614.000 SQYD| 1.10000 53475.40| 0.67000 32571.38| Bituminous Treatment E (With Polymer | | | Additive) | | | 0150 405A000 4327.000 GAL | 0.90000 3894.30| 0.90000 3894.30| Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 13008 |( ) |W. S. NEWELL & SONS, INC. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424A360 3580.000 TON | 35.50000 127090.00| 42.00000 150360.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 424A366 200.000 TON | 45.00000 9000.00| 45.00000 9000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B651 7318.000 TON | 34.90000 255398.20| 38.40000 281011.20| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 424B655 100.000 TON | 80.00000 8000.00| 45.00000 4500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B659 375.000 TON | 41.00000 15375.00| 42.15000 15806.25| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424C360 13460.000 TON | 33.00000 444180.00| 38.40000 516864.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0220 424C369 14065.000 TON | 38.22000 537564.30| 38.40000 540096.00| Superpave Bituminous Concrete Base | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 428C000 6153.000 LF | 0.75000 4614.75| 0.73000 4491.69| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0240 430B000 100.000 TON | 25.00000 2500.00| 26.10000 2610.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0250 450B000 107.000 SQYD| 125.00000 13375.00| 73.14000 7825.98| Reinforced Cement Concrete Bridge End | | | Slab | | | 0260 502A000 133049.000 LB | 0.60000 79829.40| 0.62000 82490.38| Steel Reinforcement | | | 0270 502B000 LUMP| 52000.00000 52000.00| 35500.00000 35500.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 536+91.45 Approx. | | | 75745 LBS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 13008 |( ) |W. S. NEWELL & SONS, INC. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 505M002 1196.000 LF | 32.00000 38272.00| 34.00000 40664.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0290 505M004 345.000 LF | 42.00000 14490.00| 60.60000 20907.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0300 508A000 7835.000 LB | 2.15000 16845.25| 3.15000 24680.25| Structural Steel | | | 0310 510A000 281.000 CUYD| 425.00000 119425.00| 522.00000 146682.00| Bridge Substructure Concrete, Class A | | | 0320 510C051 LUMP| 180000.00000 180000.00| 168200.00000 168200.00| Bridge Concrete Superstructure, Sta. | | | 536+91.45 Approx. 360 Cu Yds | | | 0330 510E000 1070.000 SQYD| 2.25000 2407.50| 3.15000 3370.50| Grooving Concrete Bridge Decks | | | 0340 511A051 28.000 EACH| 88.00000 2464.00| 105.00000 2940.00| Elastomeric Bearing Type 2(Mark B2) | | | 0350 511A053 14.000 EACH| 175.00000 2450.00| 105.00000 1470.00| Elastomeric Bearing Type 2(Mark B4) | | | 0360 513B004 820.000 LF | 92.00000 75440.00| 78.35000 64247.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0370 513B019 850.000 LF | 145.00000 123250.00| 162.00000 137700.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0380 524A011 370.000 CUYD| 295.00000 109150.00| 327.00000 120990.00| Culvert Concrete (Cast In Place) | | | 0390 524B011 130.000 CUYD| 395.00000 51350.00| 438.00000 56940.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0400 530A005 142.000 LF | 62.00000 8804.00| 73.75000 10472.50| 42" Roadway Pipe (Class 3 R.C.) | | | 0410 530A104 12.000 LF | 80.00000 960.00| 64.30000 771.60| 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0420 530B015 34.000 LF | 100.00000 3400.00| 90.90000 3090.60| 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0430 535A080 294.000 LF | 38.00000 11172.00| 37.35000 10980.90| 18" Side Drain Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 13008 |( ) |W. S. NEWELL & SONS, INC. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 538A005 87.000 LF | 170.00000 14790.00| 105.00000 9135.00| 30" Roadway Pipe Rehabilitation | | | 0450 538A006 83.000 LF | 170.00000 14110.00| 115.00000 9545.00| 36" Roadway Pipe Rehabilitation | | | 0460 600A000 LUMP| 249700.00000 249700.00| 580999.01000 580999.01| Mobilization | | | 0470 602A000 35.000 EACH| 125.00000 4375.00| 157.00000 5495.00| Right Of Way Markers | | | 0480 606A000 500.000 LF | 12.00000 6000.00| 6.30000 3150.00| 6" Underdrain Pipe | | | 0490 609A000 704.000 SQYD| 8.00000 5632.00| 31.35000 22070.40| Aggregate Slope Protection | | | 0500 609B000 704.000 SQYD| 2.25000 1584.00| 5.25000 3696.00| Geotextile Filter For Aggregate Slope | | | Protection | | | 0510 610C001 6324.000 TON | 23.00000 145452.00| 21.00000 132804.00| Loose Riprap, Class 2 | | | 0520 610D003 4974.000 SQYD| 2.00000 9948.00| 2.60000 12932.40| Filter Blanket, Geotextile | | | 0530 614A000 3.000 CUYD| 225.00000 675.00| 250.00000 750.00| Slope Paving | | | 0540 614B000 3.000 CUYD| 275.00000 825.00| 305.00000 915.00| Reinforced Slope Paving | | | 0550 619A056 2.000 EACH| 1025.00000 2050.00| 1135.00000 2270.00| 42" Roadway Pipe End Treatment, Class 2 | | | 0560 619A101 8.000 EACH| 500.00000 4000.00| 555.00000 4440.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619B069 1.000 EACH| 1016.00000 1016.00| 1125.00000 1125.00| 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0580 620A000 4.000 CUYD| 550.00000 2200.00| 610.00000 2440.00| Minor Structure Concrete | | | 0590 621A004 3.000 EACH| 3300.00000 9900.00| 3660.00000 10980.00| Junction Boxes, Type 4 | | | 0600 621B004 3.000 EACH| 750.00000 2250.00| 830.00000 2490.00| Junction Box Units, Type 4 | | | 0610 621C027 1.000 EACH| 2000.00000 2000.00| 2200.00000 2200.00| Inlets, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -14 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 13008 |( ) |W. S. NEWELL & SONS, INC. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 621D002 3.000 EACH| 500.00000 1500.00| 555.00000 1665.00| Inlet Units, Type C | | | 0630 623B000 28.000 LF | 15.00000 420.00| 16.75000 469.00| Concrete Curb, Type N | | | 0640 623B001 81.000 LF | 38.00000 3078.00| 42.00000 3402.00| Concrete Curb, Type N Special | | | 0650 630A001 500.000 LF | 10.50000 5250.00| 11.00000 5500.00| Steel Beam Guardrail, Class A, Type 2 | | | 0660 630C003 4.000 EACH| 1100.00000 4400.00| 1150.00000 4600.00| Guardrail End Anchor, Type 13 | | | 0670 630C070 8.000 EACH| 1400.00000 11200.00| 1475.00000 11800.00| Guardrail End Anchor, Type 10 Series | | | 0680 634A002 3137.000 LF | 10.00000 31370.00| 10.45000 32781.65| Industrial Fence, 6 Feet High | | | 0690 641A514 1000.000 LF | 5.25000 5250.00| 4.90000 4900.00| 1 Inch Copper Water Service Line Laid | | | 0700 641A748 4500.000 LF | 9.00000 40500.00| 8.45000 38025.00| 8 Inch P.V.C. Water Main Laid | | | 0710 641C500 100.000 LB | 6.75000 675.00| 6.25000 625.00| Ductile Iron Fittings | | | 0720 641D500 2.000 EACH| 1405.00000 2810.00| 1330.00000 2660.00| Fire Hydrant | | | 0730 641J516 1.000 EACH| 565.00000 565.00| 530.00000 530.00| 6 Inch Gate Valve with Box | | | 0740 641J518 2.000 EACH| 750.00000 1500.00| 710.00000 1420.00| 8 Inch Gate Valve with Box | | | 0750 641N520 1.000 EACH| 470.00000 470.00| 445.00000 445.00| 8 Inch x 6 Inch Anchor Tee | | | 0760 641P520 7.000 EACH| 950.00000 6650.00| 890.00000 6230.00| 1 Inch Service Tap | | | 0770 641R515 7.000 EACH| 425.00000 2975.00| 400.00000 2800.00| 1 Inch Water Meter And Box Reset | | | 0780 649A535 140.000 LF | 195.00000 27300.00| 182.00000 25480.00| 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0790 649A635 75.000 LF | 195.00000 14625.00| 182.00000 13650.00| 12 Inch Steel Encasement Pipe,Type 2 | | | Installation | | | 0800 650A000 100.000 CUYD| 10.00000 1000.00| 5.22000 522.00| Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -15 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 13008 |( ) |W. S. NEWELL & SONS, INC. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 650B000 15404.000 CUYD| 3.50000 53914.00| 2.60000 40050.40| Topsoil From Stockpiles | | | 0820 652A054 29.000 ACRE| 500.00000 14500.00| 420.00000 12180.00| Seeding (Mix 2A) | | | 0830 652B053 29.000 ACRE| 300.00000 8700.00| 390.00000 11310.00| Temporary Seeding (Mix 2AT) | | | 0840 652D054 29.000 ACRE| 400.00000 11600.00| 420.00000 12180.00| Seeding In Stubble (Mix 2A) | | | 0850 656A000 58.000 ACRE| 450.00000 26100.00| 390.00000 22620.00| Mulching, Class A, Type 1 | | | 0860 658A002 6.000 ACRE| 1200.00000 7200.00| 1260.00000 7560.00| Hydro-Seeding & Mulching (Mix 2E) | | | 0870 659A001 10905.000 SQYD| 1.50000 16357.50| 1.30000 14176.50| Erosion Control Netting, Class B | | | 0880 665F000 400.000 EACH| 15.00000 6000.00| 5.25000 2100.00| Hay Bales | | | 0890 665I000 486.000 TON | 60.00000 29160.00| 22.00000 10692.00| Temporary Riprap, Class 2 | | | 0900 665J000 7350.000 LF | 10.00000 73500.00| 2.90000 21315.00| Silt Fence, Type A | | | 0910 666A001 8.000 ACRE| 35.00000 280.00| 100.00000 800.00| Pest Control Treatment | | | 0920 680A000 LUMP| 79000.00000 79000.00| 177000.00000 177000.00| Engineering Controls | | | 0930 701A028 5.000 MILE| 1490.00000 7450.00| 1570.00000 7850.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0940 701A046 1.000 MILE| 990.00000 990.00| 1045.00000 1045.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0950 701A048 5.000 MILE| 1680.00000 8400.00| 1775.00000 8875.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0960 701B009 2318.000 LF | 0.80000 1854.40| 0.85000 1970.30| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0970 701C002 1.000 MILE| 525.00000 525.00| 555.00000 555.00| Broken Temporary Traffic Stripe (Paint) | | | 0980 701C003 17.000 MILE| 525.00000 8925.00| 555.00000 9435.00| Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -16 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 13008 |( ) |W. S. NEWELL & SONS, INC. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 701D008 1.000 MILE| 1750.00000 1750.00| 1850.00000 1850.00| Solid Traffic Stripe Removed (Plastic) | | | 1000 701E006 1000.000 LF | 1.30000 1300.00| 1.40000 1400.00| Solid Temporary Traffic | | | Stripe(Removable Tape) | | | 1010 701G125 482.000 LF | 4.55000 2193.10| 4.80000 2313.60| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1020 701G133 482.000 LF | 4.70000 2265.40| 5.00000 2410.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1030 701H002 1000.000 LF | 1.00000 1000.00| 1.00000 1000.00| Solid Traffic Stripe Removed (Tape) | | | 1040 703A002 7767.000 SQFT| 2.50000 19417.50| 2.65000 20582.55| Traffic Control Markings, Class 2, Type | | | A | | | 1050 703B002 314.000 SQFT| 3.50000 1099.00| 3.70000 1161.80| Traffic Control Legends, Class 2, Type | | | 1060 703D002 3290.000 SQFT| 1.50000 4935.00| 1.60000 5264.00| Temporary Traffic Control Markings | | | (Paint) | | | 1070 705A011 240.000 EACH| 5.50000 1320.00| 5.80000 1392.00| Pavement Markers, Class C, Type 1-A | | | 1080 705A023 40.000 EACH| 5.50000 220.00| 5.80000 232.00| Pavement Markers, Class C, Type 2-D | | | 1090 705A031 480.000 EACH| 5.50000 2640.00| 5.80000 2784.00| Pavement Markers, Class A-H, Type 1-A | | | 1100 705A032 445.000 EACH| 5.50000 2447.50| 5.80000 2581.00| Pavement Markers, Class A-H, Type 1-B | | | 1110 705A037 147.000 EACH| 5.50000 808.50| 5.80000 852.60| Pavement Markers, Class A-H, Type 2-D | | | 1120 705A038 1016.000 EACH| 5.50000 5588.00| 5.80000 5892.80| Pavement Markers, Class A-H, Type 2-E | | | 1130 710A115 412.000 SQFT| 14.00000 5768.00| 15.60000 6427.20| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1140 710A126 23.000 SQFT| 18.00000 414.00| 20.00000 460.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 007 -17 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040220007 COUNTIES : WILCOX LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 13008 |( ) |W. S. NEWELL & SONS, INC. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1150 710B001 804.000 LF | 5.25000 4221.00| 5.85000 4703.40| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1160 726A000 1210.000 LF | 35.00000 42350.00| 15.60000 18876.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1170 726D020 1.000 EACH| 10000.00000 10000.00| 6800.00000 6800.00| Portable Impact Attenuator Assembly( | | | Unidirectional, TL-2) | | | 1180 740B000 724.000 SQFT| 10.00000 7240.00| 11.00000 7964.00| Construction Signs | | | 1190 740D000 225.000 EACH| 56.00000 12600.00| 65.00000 14625.00| Channelizing Drums | | | 1200 740E000 200.000 EACH| 18.00000 3600.00| 20.00000 4000.00| Cones (36 Inches High) | | | 1210 740F002 12.000 EACH| 250.00000 3000.00| 280.00000 3360.00| Barricades, Type III | | | 1220 740I005 6.000 EACH| 300.00000 1800.00| 500.00000 3000.00| Warning Lights, Type B (Detachable Head | | | 1230 740L005 75.000 EACH| 80.00000 6000.00| 85.00000 6375.00| Vertical Panel, Type I (Double-Sided) | | | 1240 740M001 200.000 EACH| 8.00000 1600.00| 9.00000 1800.00| Ballast For Cone | | | 1250 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,156,303.04| $ 5,449,000.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,156,303.04| $ 5,449,000.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 CONTRACT TIME : 400 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-0006(500) for constructing the Relocation (Grade, Drainage, Pavement, Signals and Signing) of S.R.#6 (U.S.#82) (EBR) from west of Energy Lane to east of Deer Field Drive in Northport. Length 1.228 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 4,583,844.28 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 4,927,893.80 107.5057% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01087 |( ) |RACON, 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 201A001 LUMP| 144000.00000 144000.00| 144000.00000 144000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 48 Acres) | | | 0020 206B000 LUMP| 7500.00000 7500.00| 7875.00000 7875.00| Removal Of Old Box Culvert, Station | | | 665+90 | | | 0030 206C001 13418.000 SQYD| 4.00000 53672.00| 5.25000 70444.50| Removing Concrete Pavement | | | 0040 206C002 265.000 SQYD| 7.00000 1855.00| 7.35000 1947.75| Removing Concrete Slope Paving | | | 0050 206C010 124.000 SQYD| 10.00000 1240.00| 10.50000 1302.00| Removing Concrete Driveway | | | 0060 206D000 478.000 LF | 6.00000 2868.00| 6.30000 3011.40| Removing Pipe | | | 0070 206D001 531.000 LF | 0.30000 159.30| 1.68000 892.08| Removing Guardrail | | | 0080 206D002 352.000 LF | 3.00000 1056.00| 3.15000 1108.80| Removing Curb | | | 0090 206D003 1645.000 LF | 4.00000 6580.00| 4.20000 6909.00| Removing Curb And Gutter | | | 0100 206D005 95.000 LF | 5.00000 475.00| 5.25000 498.75| Removing Gutter | | | 0110 206E000 3.000 EACH| 1000.00000 3000.00| 1050.00000 3150.00| Removing Headwalls | | | 0120 206E001 4.000 EACH| 1250.00000 5000.00| 1312.50000 5250.00| Removing Inlets | | | 0130 210A000 66207.000 CUYD| 4.00000 264828.00| 4.20000 278069.40| Unclassified Excavation | | | 0140 210D011 41787.000 CUYD| 2.00000 83574.00| 6.30000 263258.10| Borrow Excavation (A-4 or Better) | | | 0150 210D025 5020.000 CUYD| 12.00000 60240.00| 12.60000 63252.00| Borrow Excavation(Improved Roadbed) | | | 0160 214A000 2829.000 CUYD| 7.00000 19803.00| 7.35000 20793.15| Structure Excavation | | | 0170 214B001 687.000 CUYD| 28.00000 19236.00| 29.40000 20197.80| Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01087 |( ) |RACON, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 230A000 164.000 RBST| 275.00000 45100.00| 420.00000 68880.00| Roadbed Processing | | | 0190 301A004 6883.000 SQYD| 3.30000 22713.90| 4.20000 28908.60| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0200 301A008 45184.000 SQYD| 3.80000 171699.20| 4.73000 213720.32| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0210 301A012 33140.000 SQYD| 4.30000 142502.00| 5.51000 182601.40| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0220 301A014 6127.000 SQYD| 5.00000 30635.00| 6.30000 38600.10| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6.5" Compacted Thickness | | | 0230 305B060 500.000 TON | 20.00000 10000.00| 21.00000 10500.00| Crushed Aggregate, Section 825, 1" Down | | | for Miscellaneous Use | | | 0240 305B061 100.000 TON | 20.00000 2000.00| 21.00000 2100.00| Coarse Aggregate, Section 801, For | | | Miscellaneous Use | | | 0250 306E000 1.000 EACH| 6500.00000 6500.00| 8364.57000 8364.57| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0260 327E000 4638.000 TON | 37.76000 175130.88| 33.54000 155558.52| Permeable Asphalt Treated Base | | | 0270 401A000 29660.000 SQYD| 0.42000 12457.20| 0.65000 19279.00| Bituminous Treatment A | | | 0280 401A043 22773.000 SQYD| 1.65000 37575.45| 1.88000 42813.24| Bituminous Treatment AE | | | 0290 405A000 9338.000 GAL | 1.16000 10832.08| 1.24000 11579.12| Tack Coat | | | 0300 408A051 19122.000 SQYD| 0.95000 18165.90| 1.22000 23328.84| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0310 408A052 3026.000 SQYD| 1.05000 3177.30| 1.16000 3510.16| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0320 410C000 1.000 EACH| 2625.00000 2625.00| 28457.85000 28457.85| Contractor Retained Profilograph | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01087 |( ) |RACON, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 424A280 689.000 TON | 51.76000 35662.64| 53.98000 37192.22| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0340 424A281 5649.000 TON | 45.28000 255786.72| 50.44000 284935.56| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0350 424A283 35.000 TON | 78.75000 2756.25| 85.62000 2996.70| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0360 424A284 25.000 TON | 78.75000 1968.75| 84.88000 2122.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0370 424A286 180.000 TON | 48.43000 8717.40| 46.53000 8375.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0380 424A289 60.000 TON | 61.53000 3691.80| 52.30000 3138.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0390 424A290 25.000 TON | 61.53000 1538.25| 51.50000 1287.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0400 424B281 12651.000 TON | 39.80000 503509.80| 38.90000 492123.90| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0410 424B285 35.000 TON | 78.75000 2756.25| 81.04000 2836.40| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0420 424B288 140.000 TON | 42.95000 6013.00| 45.41000 6357.40| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01087 |( ) |RACON, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 424B289 210.000 TON | 42.95000 9019.50| 42.78000 8983.80| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0440 424B292 208.000 TON | 61.53000 12798.24| 47.71000 9923.68| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0450 424B581 8887.000 TON | 39.80000 353702.60| 34.93000 310422.91| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0460 424B585 35.000 TON | 78.75000 2756.25| 81.04000 2836.40| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0470 424B589 140.000 TON | 42.95000 6013.00| 45.25000 6335.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0480 424B592 589.000 TON | 42.95000 25297.55| 65.68000 38685.52| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL E | | | 0490 424C280 6010.000 TON | 39.80000 239198.00| 34.56000 207705.60| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0500 424C288 120.000 TON | 39.80000 4776.00| 36.90000 4428.00| Superpave Bituminous Concrete Base | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0510 424C290 700.000 TON | 61.53000 43071.00| 60.09000 42063.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0520 428C000 25302.000 LF | 0.13000 3289.26| 0.19000 4807.38| Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01087 |( ) |RACON, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 502A000 67108.000 LB | 0.61000 40935.88| 0.64000 42949.12| Steel Reinforcement | | | 0540 524B011 400.000 CUYD| 400.00000 160000.00| 525.00000 210000.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0550 530A001 1332.000 LF | 22.00000 29304.00| 23.10000 30769.20| 18" Roadway Pipe (Class 3 R.C.) | | | 0560 530A002 1213.000 LF | 22.00000 26686.00| 23.10000 28020.30| 24" Roadway Pipe (Class 3 R.C.) | | | 0570 530A003 41.000 LF | 38.00000 1558.00| 39.90000 1635.90| 30" Roadway Pipe (Class 3 R.C.) | | | 0580 530A004 40.000 LF | 42.00000 1680.00| 44.10000 1764.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0590 530B002 80.000 LF | 32.00000 2560.00| 33.60000 2688.00| 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0600 530B003 64.000 LF | 45.00000 2880.00| 47.25000 3024.00| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0610 530B006 64.000 LF | 82.00000 5248.00| 86.10000 5510.40| 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0620 535A001 224.000 LF | 22.00000 4928.00| 21.00000 4704.00| 18" Side Drain Pipe | | | 0630 600A000 LUMP| 350000.00000 350000.00| 196343.62000 196343.62| Mobilization | | | 0640 601A000 1.000 EACH| 4500.00000 4500.00| 10455.71000 10455.71| Furnishing Base, Soil And Structure | | | Laboratories | | | 0650 605A002 10787.000 LF | 6.00000 64722.00| 6.30000 67958.10| Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0660 605B000 18.000 EACH| 300.00000 5400.00| 315.00000 5670.00| Special Underdrain Outlet, Type A | | | 0670 605B001 4.000 EACH| 250.00000 1000.00| 262.50000 1050.00| Special Underdrain Outlet, Type B | | | 0680 606A012 1000.000 LF | 8.50000 8500.00| 8.93000 8930.00| 6" Underdrain Pipe, Type 8 | | | 0690 610C001 1211.000 TON | 22.00000 26642.00| 23.10000 27974.10| Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01087 |( ) |RACON, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 610D000 944.000 SQYD| 2.00000 1888.00| 2.10000 1982.40| Filter Blanket | | | 0710 614A000 373.000 CUYD| 230.00000 85790.00| 239.40000 89296.20| Slope Paving | | | 0720 618B003 183.000 SQYD| 55.00000 10065.00| 42.00000 7686.00| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0730 619A002 3.000 EACH| 460.00000 1380.00| 483.00000 1449.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0740 619A003 3.000 EACH| 575.00000 1725.00| 603.75000 1811.25| 24" Roadway Pipe End Treatment, Class 1 | | | 0750 619A004 1.000 EACH| 720.00000 720.00| 761.25000 761.25| 30" Roadway Pipe End Treatment, Class 1 | | | 0760 619A055 1.000 EACH| 1350.00000 1350.00| 1417.50000 1417.50| 36" Roadway Pipe End Treatment, Class 2 | | | 0770 619A101 10.000 EACH| 460.00000 4600.00| 483.00000 4830.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0780 619B071 1.000 EACH| 2200.00000 2200.00| 2262.75000 2262.75| 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0790 619B283 1.000 EACH| 1700.00000 1700.00| 1837.50000 1837.50| 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 2, (Double Line) | | | 0800 620A000 1.000 CUYD| 975.00000 975.00| 1050.00000 1050.00| Minor Structure Concrete | | | 0810 621A000 5.000 EACH| 1400.00000 7000.00| 2205.00000 11025.00| Junction Boxes, Type 1, 1P Or 5 | | | 0820 621A013 4.000 EACH| 3400.00000 13600.00| 8925.00000 35700.00| Junction Boxes, Type Special | | | 0830 621B000 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| Junction Box Units, Type 1, 1P Or 5 | | | 0840 621C004 1.000 EACH| 3700.00000 3700.00| 4725.00000 4725.00| Inlets, Type GH | | | 0850 621C008 21.000 EACH| 4000.00000 84000.00| 3566.85000 74903.85| Inlets, Type E | | | 0860 621C015 2.000 EACH| 3100.00000 6200.00| 2310.00000 4620.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0870 621C017 2.000 EACH| 3500.00000 7000.00| 2808.75000 5617.50| Inlets, Type S1 Or S3 (2 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -8 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01087 |( ) |RACON, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 621C020 7.000 EACH| 1300.00000 9100.00| 1785.00000 12495.00| Inlets, Type Y | | | 0890 621C109 1.000 EACH| 4000.00000 4000.00| 3255.00000 3255.00| Inlets, Type PD | | | 0900 621D008 9.000 EACH| 450.00000 4050.00| 498.75000 4488.75| Inlet Units, Type E | | | 0910 621D015 1.000 EACH| 500.00000 500.00| 525.00000 525.00| Inlet Units, Type S1 Or S3 | | | 0920 621D019 8.000 EACH| 500.00000 4000.00| 498.75000 3990.00| Inlet Units, Type Y | | | 0930 621D109 1.000 EACH| 550.00000 550.00| 787.50000 787.50| Inlet Units, Type PD | | | 0940 623C000 1783.000 LF | 9.00000 16047.00| 13.13000 23410.79| Combination Curb & Gutter, Type C | | | 0950 630A001 650.000 LF | 14.00000 9100.00| 13.44000 8736.00| Steel Beam Guardrail, Class A, Type 2 | | | 0960 630C001 2.000 EACH| 700.00000 1400.00| 614.25000 1228.50| Guardrail End Anchor, Type 8 | | | 0970 630C070 2.000 EACH| 1600.00000 3200.00| 1386.00000 2772.00| Guardrail End Anchor, Type 10 Series | | | 0980 637A001 259.000 LF | 10.00000 2590.00| 12.60000 3263.40| Fence Reset (Includes All Types) | | | 0990 650A000 3044.000 CUYD| 6.00000 18264.00| 6.30000 19177.20| Topsoil | | | 1000 650B000 15756.000 CUYD| 3.00000 47268.00| 3.15000 49631.40| Topsoil From Stockpiles | | | 1010 651B000 64.000 TON | 38.50000 2464.00| 42.63000 2728.32| Agricultural Limestone | | | 1020 652A054 12.000 ACRE| 550.00000 6600.00| 559.52000 6714.24| Seeding (Mix 2A) | | | 1030 652A056 12.000 ACRE| 550.00000 6600.00| 559.52000 6714.24| Seeding (Mix 2E) | | | 1040 652B053 8.000 ACRE| 330.00000 2640.00| 426.30000 3410.40| Temporary Seeding (Mix 2AT) | | | 1050 652C000 32.000 ACRE| 55.00000 1760.00| 53.29000 1705.28| Mowing | | | 1060 652D054 8.000 ACRE| 550.00000 4400.00| 639.45000 5115.60| Seeding In Stubble (Mix 2A) | | | 1070 654A001 523.000 SQYD| 4.40000 2301.20| 3.73000 1950.79| Solid Sodding (Bermuda) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -9 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01087 |( ) |RACON, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 656A000 30.000 ACRE| 495.00000 14850.00| 447.62000 13428.60| Mulching, Class A, Type 1 | | | 1090 656A001 2.000 ACRE| 495.00000 990.00| 660.77000 1321.54| Mulching, Class A, Type 2 | | | 1100 659A000 2000.000 SQYD| 1.65000 3300.00| 2.13000 4260.00| Erosion Control Netting, Class A | | | 1110 659A002 934.000 SQYD| 5.50000 5137.00| 5.33000 4978.22| Erosion Control Netting, Class C1 | | | 1120 665A000 3.000 ACRE| 302.50000 907.50| 426.30000 1278.90| Temporary Seeding | | | 1130 665B000 3.000 ACRE| 440.00000 1320.00| 426.30000 1278.90| Temporary Mulching | | | 1140 665G000 92.000 EACH| 3.00000 276.00| 3.15000 289.80| Sand Bags | | | 1150 665I000 380.000 TON | 25.00000 9500.00| 26.25000 9975.00| Temporary Riprap, Class 2 | | | 1160 665J000 29090.000 LF | 2.00000 58180.00| 4.20000 122178.00| Silt Fence, Type A | | | 1170 665Q000 1080.000 LF | 5.00000 5400.00| 5.25000 5670.00| 12 Inch Wattle | | | 1180 665Q001 4380.000 LF | 7.00000 30660.00| 7.35000 32193.00| 20 Inch Wattle | | | 1190 666A001 32.000 ACRE| 38.50000 1232.00| 21.32000 682.24| Pest Control Treatment | | | 1200 680A000 LUMP| 75000.00000 75000.00| 84000.00000 84000.00| Engineering Controls | | | 1210 701A028 5.000 MILE| 1705.00000 8525.00| 1627.50000 8137.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1220 701A032 4.000 MILE| 1705.00000 6820.00| 1627.50000 6510.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1230 701A041 3.000 MILE| 1089.00000 3267.00| 1039.50000 3118.50| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1240 701B009 6337.000 LF | 0.93000 5893.41| 0.89000 5639.93| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1250 701C000 3.000 MILE| 550.00000 1650.00| 525.00000 1575.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -10 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01087 |( ) |RACON, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 701C001 9.000 MILE| 550.00000 4950.00| 525.00000 4725.00| Solid Temporary Traffic Stripe | | | 1270 701D008 2.000 MILE| 1925.00000 3850.00| 1837.50000 3675.00| Solid Traffic Stripe Removed (Plastic) | | | 1280 701D015 1.000 MILE| 1705.00000 1705.00| 1627.50000 1627.50| Broken Traffic Stripe Removed (Plastic) | | | 1290 703A002 5598.000 SQFT| 2.75000 15394.50| 2.63000 14722.74| Traffic Control Markings, Class 2, Type | | | A | | | 1300 703B002 830.000 SQFT| 3.85000 3195.50| 3.68000 3054.40| Traffic Control Legends, Class 2, Type | | | 1310 703C000 1339.000 SQFT| 3.30000 4418.70| 3.15000 4217.85| Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1320 703D001 1339.000 SQFT| 1.65000 2209.35| 1.58000 2115.62| Temporary Traffic Control Markings | | | 1330 705A030 42.000 EACH| 6.05000 254.10| 5.78000 242.76| Pavement Markers, Class A-H, Type 2-C | | | 1340 705A031 1241.000 EACH| 6.05000 7508.05| 5.78000 7172.98| Pavement Markers, Class A-H, Type 1-A | | | 1350 705A037 57.000 EACH| 6.05000 344.85| 5.78000 329.46| Pavement Markers, Class A-H, Type 2-D | | | 1360 705A038 47.000 EACH| 6.05000 284.35| 5.78000 271.66| Pavement Markers, Class A-H, Type 2-E | | | 1370 707G000 68.000 EACH| 11.45000 778.60| 15.58000 1059.44| Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 1380 710A115 216.000 SQFT| 16.03000 3462.48| 13.91000 3004.56| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1390 710A126 223.000 SQFT| 18.32000 4085.36| 16.42000 3661.66| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1400 710B001 728.000 LF | 5.15000 3749.20| 6.12000 4455.36| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1410 713A000 25.000 LF | 132.00000 3300.00| 102.90000 2572.50| Permanent Barricades | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -11 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01087 |( ) |RACON, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1415 726B000 1390.000 LF | 55.13000 76630.70| 64.87000 90169.30| Portable Concrete Safety Barriers, Type | | | 6 | | | 1420 726B001 10.000 LF | 150.00000 1500.00| 131.67000 1316.70| Portable Concrete Safety Barriers, Type | | | 6-A | | | 1430 726D025 1.000 EACH| 7442.00000 7442.00| 15071.92000 15071.92| Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1440 730C000 LUMP| 4950.00000 4950.00| 4725.00000 4725.00| Furnishing And Installing Traffic | | | Control Unit U.S. HWY 82 at Mitt Lary | | | Road | | | 1450 730E000 4.000 EACH| 1375.00000 5500.00| 1312.50000 5250.00| Metal Traffic Signal Pole Foundation | | | 1460 730G001 4.000 EACH| 4383.50000 17534.00| 4184.25000 16737.00| Metal Traffic Signal Strain Pole | | | 1470 730H001 5952.000 LF | 3.85000 22915.20| 3.68000 21903.36| Loop Wire | | | 1480 730I001 19028.000 LF | 1.10000 20930.80| 1.05000 19979.40| Loop Detector Lead-In-Cable | | | 1490 730J010 32.000 EACH| 165.00000 5280.00| 157.50000 5040.00| Vehicle Loop Detector | | | 1500 730K000 20.000 EACH| 275.00000 5500.00| 262.50000 5250.00| Traffic Signal Junction Box | | | 1510 730L003 140.000 LF | 4.40000 616.00| 4.20000 588.00| 1", Non-Metallic, Conduit | | | 1520 730L005 2041.000 LF | 4.40000 8980.40| 4.20000 8572.20| 2", Non-Metallic, Conduit | | | 1530 730L007 30.000 LF | 4.40000 132.00| 4.20000 126.00| 3", Non-Metallic, Conduit | | | 1540 730N000 4.000 EACH| 759.00000 3036.00| 724.50000 2898.00| Luminaire Extension Assembly, 12 Feet | | | 1550 730P022 6.000 EACH| 748.00000 4488.00| 714.00000 4284.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1560 730P024 4.000 EACH| 1375.00000 5500.00| 1312.50000 5250.00| Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 008 -12 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040220008 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01087 |( ) |RACON, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 730R022 1.000 EACH| 7535.00000 7535.00| 7192.50000 7192.50| Controller Assembly, Type III, 8 Phase | | | 1580 730T000 1.000 EACH| 550.00000 550.00| 525.00000 525.00| Wood Pole | | | 1590 740B000 1008.000 SQFT| 9.16000 9233.28| 7.79000 7852.32| Construction Signs | | | 1600 740D000 380.000 EACH| 62.97000 23928.60| 58.99000 22416.20| Channelizing Drums | | | 1610 740E000 55.000 EACH| 2.00000 110.00| 13.07000 718.85| Cones (36 Inches High) | | | 1620 740F002 30.000 EACH| 286.22000 8586.60| 166.95000 5008.50| Barricades, Type III | | | 1630 740I005 6.000 EACH| 515.20000 3091.20| 445.20000 2671.20| Warning Lights, Type B (Detachable Head | | | 1640 740M001 55.000 EACH| 2.00000 110.00| 2.61000 143.55| Ballast For Cone | | | 1650 741C010 2.000 EACH| 4351.00000 8702.00| 4785.90000 9571.80| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1660 742A001 2.000 EACH| 14312.00000 28624.00| 13356.00000 26712.00| Portable Changeable Message Sign, Type | | | 1670 756A006 55.000 LF | 11.00000 605.00| 10.50000 577.50| 4" Electrical Conduit, 1 Line, Type 1 | | | Installation | | | 1680 756A007 22.000 LF | 11.00000 242.00| 10.50000 231.00| 4" Electrical Conduit, 1 Line, Type 2 | | | Installation | | | 1690 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,583,844.28| $ 4,927,893.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,583,844.28| $ 4,927,893.80| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 CONTRACT TIME : 540 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-0009(505) for constructing the Additional Lanes (Pavement, Drainage, Signing and Traffic Stripe) on S.R.#9 (U.S.#331) from south of Pleasant Grove Road to Snowdoun. Length 3.551 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 5,242,530.34 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 5,384,718.08 102.7122% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 5,588,654.94 106.6022% 4 01087 APAC-SOUTHEAST, INC. $ 6,074,066.65 115.8614% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 23024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 27000.00000 27000.00| 27000.00000 27000.00| 11000.00000 11000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 9 Acres) | | | 0020 206B000 LUMP| 2500.00000 2500.00| 15000.00000 15000.00| 19000.00000 19000.00 Removal Of Old Box Culvert, Station | | | 888+16 | | | 0030 206B001 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 17000.00000 17000.00 Removal Of Old Box Culvert, Station | | | 903+06.253 | | | 0040 206C023 860.000 SQYD| 3.00000 2580.00| 2.50000 2150.00| 4.50000 3870.00 Removing Riprap | | | 0050 206D000 1197.000 LF | 1.50000 1795.50| 2.50000 2992.50| 4.50000 5386.50 Removing Pipe | | | 0060 206D001 2829.000 LF | 3.50000 9901.50| 1.75000 4950.75| 3.50000 9901.50 Removing Guardrail | | | 0070 206D011 334.000 LF | 1.50000 501.00| 1.50000 501.00| 2.00000 668.00 Removing Fence | | | 0080 206E000 12.000 EACH| 125.00000 1500.00| 100.00000 1200.00| 500.00000 6000.00 Removing Headwalls | | | 0090 206E008 8.000 EACH| 150.00000 1200.00| 125.00000 1000.00| 150.00000 1200.00 Removing Guardrail End Anchor (All Type | | | 0100 210A000 35992.000 CUYD| 1.75000 62986.00| 3.75000 134970.00| 5.55000 199755.60 Unclassified Excavation | | | 0110 210B000 780.000 CUYD| 3.00000 2340.00| 3.75000 2925.00| 12.90000 10062.00 Channel Excavation | | | 0120 210D000 17382.000 CUYD| 4.89000 84997.98| 0.01000 173.82| 5.60000 97339.20 Borrow Excavation | | | 0130 214A000 1855.000 CUYD| 5.00000 9275.00| 3.00000 5565.00| 5.00000 9275.00 Structure Excavation | | | 0140 214B001 371.000 CUYD| 30.00000 11130.00| 27.65000 10258.15| 30.00000 11130.00 Foundation Backfill, Commercial | | | 0150 232A000 136925.000 SQYD| 1.50000 205387.50| 1.74000 238249.50| 1.25000 171156.25 Lime Stabilization, Class 1, 6 Inches | | | Thick | | | 0160 232B000 1604.000 TON | 130.00000 208520.00| 108.00000 173232.00| 115.00000 184460.00 Lime | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 23024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301A012 133704.000 SQYD| 5.54000 740720.16| 6.30000 842335.20| 6.15000 822279.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0180 401A000 120930.000 SQYD| 0.47000 56837.10| 0.47000 56837.10| 0.47000 56837.10 Bituminous Treatment A | | | 0190 401B113 36239.000 SQYD| 0.65000 23555.35| 0.65000 23555.35| 0.65000 23555.35 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0200 405A000 1210.000 GAL | 2.75000 3327.50| 2.75000 3327.50| 2.75000 3327.50 Tack Coat | | | 0210 408A052 16431.000 SQYD| 1.40000 23003.40| 1.40000 23003.40| 1.35000 22181.85 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0220 410C000 1.000 EACH| 6500.00000 6500.00| 6500.00000 6500.00| 6500.00000 6500.00 Contractor Retained Profilograph | | | 0230 410H000 1.000 EACH| 25000.00000 25000.00| 25000.00000 25000.00| 25000.00000 25000.00 Material Remixing Device | | | 0240 424A356 7850.000 TON | 32.00000 251200.00| 32.00000 251200.00| 32.00000 251200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0250 424A361 7276.000 TON | 29.75000 216461.00| 29.75000 216461.00| 29.75000 216461.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0260 424A367 1000.000 TON | 31.00000 31000.00| 31.00000 31000.00| 31.00000 31000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B651 26605.000 TON | 27.64000 735362.20| 27.64000 735362.20| 27.64000 735362.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0280 424B680 4.000 TON | 200.00000 800.00| 200.00000 800.00| 200.00000 800.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0290 424B681 30236.000 TON | 24.95000 754388.20| 24.95000 754388.20| 24.95000 754388.20 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 23024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 424B689 5444.000 TON | 27.50000 149710.00| 27.95000 152159.80| 27.50000 149710.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0310 424C360 13198.000 TON | 28.50000 376143.00| 28.50000 376143.00| 28.50000 376143.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0320 428C000 70080.000 LF | 0.08000 5606.40| 0.11000 7708.80| 0.12000 8409.60 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0330 450B000 107.000 SQYD| 75.00000 8025.00| 53.00000 5671.00| 75.00000 8025.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0340 502A000 86876.000 LB | 0.60000 52125.60| 0.60000 52125.60| 0.60000 52125.60 Steel Reinforcement | | | 0350 524B011 467.000 CUYD| 353.00000 164851.00| 293.00000 136831.00| 353.29000 164986.43 Culvert Concrete Extension (Cast In | | | Place) | | | 0360 530A004 84.000 LF | 55.00000 4620.00| 53.00000 4452.00| 55.05000 4624.20 36" Roadway Pipe (Class 3 R.C.) | | | 0370 530A101 16.000 LF | 40.00000 640.00| 36.00000 576.00| 35.03000 560.48 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 530A828 2.000 LF | 60.00000 120.00| 50.00000 100.00| 50.04000 100.08 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | (Extension) | | | 0390 530B008 20.000 LF | 200.00000 4000.00| 140.00000 2800.00| 195.16000 3903.20 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0400 535A001 90.000 LF | 28.00000 2520.00| 24.00000 2160.00| 27.52000 2476.80 18" Side Drain Pipe | | | 0410 535A300 40.000 LF | 28.00000 1120.00| 27.00000 1080.00| 35.03000 1401.20 15" Side Drain Pipe (Extension) | | | 0420 535A651 348.000 LF | 28.00000 9744.00| 22.00000 7656.00| 25.02000 8706.96 18" Side Drain Pipe (Temporary) | | | 0430 535B074 420.000 LF | 115.00000 48300.00| 117.00000 49140.00| 165.14000 69358.80 65" Span, 40" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 23024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 600A000 LUMP| 155500.00000 155500.00| 300000.00000 300000.00| 225000.00000 225000.00 Mobilization | | | 0450 602A000 8.000 EACH| 150.00000 1200.00| 100.00000 800.00| 145.81000 1166.48 Right Of Way Markers | | | 0460 606A000 500.000 LF | 6.00000 3000.00| 0.01000 5.00| 12.61000 6305.00 6" Underdrain Pipe | | | 0470 610C001 96.000 TON | 24.00000 2304.00| 30.00000 2880.00| 31.12000 2987.52 Loose Riprap, Class 2 ,24" Thick | | | 0480 610D003 200.000 SQYD| 2.25000 450.00| 2.50000 500.00| 2.07000 414.00 Filter Blanket, Geotextile | | | 0490 614A000 1081.000 CUYD| 190.00000 205390.00| 180.00000 194580.00| 190.16000 205562.96 Slope Paving | | | 0500 619A055 1.000 EACH| 2250.00000 2250.00| 1800.00000 1800.00| 2251.88000 2251.88 36" Roadway Pipe End Treatment, Class 2 | | | 0510 619A100 2.000 EACH| 450.00000 900.00| 350.00000 700.00| 450.38000 900.76 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0520 619A101 4.000 EACH| 495.00000 1980.00| 350.00000 1400.00| 495.41000 1981.64 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0530 619B147 2.000 EACH| 1500.00000 3000.00| 2000.00000 4000.00| 1501.25000 3002.50 65" Span, 40" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0540 620A000 3.000 CUYD| 700.00000 2100.00| 500.00000 1500.00| 700.58000 2101.74 Minor Structure Concrete | | | 0550 621A001 1.000 EACH| 2100.00000 2100.00| 1800.00000 1800.00| 2101.75000 2101.75 Junction Boxes, Type 1, 2P Or 5 | | | 0560 621A004 1.000 EACH| 7500.00000 7500.00| 4000.00000 4000.00| 7506.26000 7506.26 Junction Boxes, Type 4 | | | 0570 621C020 1.000 EACH| 1850.00000 1850.00| 1700.00000 1700.00| 1851.54000 1851.54 Inlets, Type Y | | | 0580 621C027 1.000 EACH| 1900.00000 1900.00| 1500.00000 1500.00| 1901.59000 1901.59 Inlets, Type C | | | 0590 621C038 1.000 EACH| 4750.00000 4750.00| 5500.00000 5500.00| 4753.96000 4753.96 Inlets, Type CD (Modified) | | | 0600 621D019 1.000 EACH| 525.00000 525.00| 350.00000 350.00| 525.44000 525.44 Inlet Units, Type Y | | | 0610 629A004 203.000 LF | 150.00000 30450.00| 150.00000 30450.00| 150.13000 30476.39 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 23024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 630A001 1838.000 LF | 13.50000 24813.00| 13.50000 24813.00| 13.51000 24831.38 Steel Beam Guardrail, Class A, Type 2 | | | 0630 630C001 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1000.84000 2001.68 Guardrail End Anchor, Type 8 | | | 0640 630C003 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1100.92000 4403.68 Guardrail End Anchor, Type 13 | | | 0650 630C055 3.000 EACH| 2200.00000 6600.00| 2200.00000 6600.00| 2201.84000 6605.52 Guardrail End Anchor, Type 2A (Retrofit | | | 0660 630C070 7.000 EACH| 1350.00000 9450.00| 1350.00000 9450.00| 1351.13000 9457.91 Guardrail End Anchor, Type 10 Series | | | 0670 641A512 760.000 LF | 11.00000 8360.00| 6.00000 4560.00| 5.86000 4453.60 3/4 Inch Copper Water Service Line Laid | | | 0680 641A746 2937.000 LF | 15.00000 44055.00| 15.00000 44055.00| 21.83000 64114.71 6 Inch P.V.C. Water Main Laid | | | 0690 641R510 2.000 EACH| 1180.00000 2360.00| 500.00000 1000.00| 692.07000 1384.14 3/4 Inch Water Meter And Box Reset | | | 0700 650A000 15000.000 CUYD| 4.25000 63750.00| 7.00000 105000.00| 8.25000 123750.00 Topsoil | | | 0710 652A054 18.000 ACRE| 500.00000 9000.00| 725.00000 13050.00| 390.33000 7025.94 Seeding (Mix 2A) | | | 0720 652B053 8.000 ACRE| 300.00000 2400.00| 100.00000 800.00| 290.24000 2321.92 Temporary Seeding (Mix 2AT) | | | 0730 652C000 26.000 ACRE| 50.00000 1300.00| 50.00000 1300.00| 35.03000 910.78 Mowing | | | 0740 652D054 8.000 ACRE| 500.00000 4000.00| 100.00000 800.00| 300.25000 2402.00 Seeding In Stubble (Mix 2A) | | | 0750 654A001 2716.000 SQYD| 4.00000 10864.00| 4.00000 10864.00| 3.00000 8148.00 Solid Sodding (Bermuda) | | | 0760 656A000 23.000 ACRE| 400.00000 9200.00| 650.00000 14950.00| 325.27000 7481.21 Mulching, Class A, Type 1 | | | 0770 656A001 3.000 ACRE| 400.00000 1200.00| 300.00000 900.00| 360.30000 1080.90 Mulching, Class A, Type 2 | | | 0780 665A000 5.000 ACRE| 275.00000 1375.00| 1.00000 5.00| 250.21000 1251.05 Temporary Seeding | | | 0790 665B000 5.000 ACRE| 400.00000 2000.00| 1.00000 5.00| 250.21000 1251.05 Temporary Mulching | | | 0800 665I001 130.000 TON | 24.00000 3120.00| 30.00000 3900.00| 27.79000 3612.70 Temporary Riprap, Class 3 | | | 0810 665J000 7500.000 LF | 3.00000 22500.00| 0.01000 75.00| 2.50000 18750.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 23024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 665Q001 3900.000 LF | 8.75000 34125.00| 0.01000 39.00| 7.72000 30108.00 20 Inch Wattle | | | 0830 666A001 26.000 ACRE| 35.00000 910.00| 0.01000 0.26| 26.62000 692.12 Pest Control Treatment | | | 0840 680A000 LUMP| 64000.00000 64000.00| 50000.00000 50000.00| 45000.00000 45000.00 Engineering Controls | | | 0850 701A028 10.000 MILE| 1470.00000 14700.00| 1470.00000 14700.00| 1565.14000 15651.40 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0860 701A032 8.000 MILE| 1470.00000 11760.00| 1470.00000 11760.00| 1565.14000 12521.12 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0870 701A041 8.000 MILE| 980.00000 7840.00| 980.00000 7840.00| 1043.42000 8347.36 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0880 701B009 9500.000 LF | 0.80000 7600.00| 0.80000 7600.00| 0.85000 8075.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0890 701C000 8.000 MILE| 450.00000 3600.00| 450.00000 3600.00| 479.12000 3832.96 Broken Temporary Traffic Stripe | | | 0900 701C001 8.000 MILE| 550.00000 4400.00| 550.00000 4400.00| 585.60000 4684.80 Solid Temporary Traffic Stripe | | | 0910 701C005 1.000 MILE| 6800.00000 6800.00| 500.00000 500.00| 7240.08000 7240.08 Solid Temporary Traffic Stripe (Tape) | | | 0920 701D007 1.000 MILE| 1550.00000 1550.00| 500.00000 500.00| 1650.31000 1650.31 Solid Traffic Stripe Removed (Paint) | | | 0930 701D008 1.000 MILE| 1750.00000 1750.00| 500.00000 500.00| 1863.26000 1863.26 Solid Traffic Stripe Removed (Plastic) | | | 0940 701D009 1.000 MILE| 1000.00000 1000.00| 500.00000 500.00| 1064.72000 1064.72 Solid Traffic Stripe Removed (Tape) | | | 0950 701D015 1.000 MILE| 1500.00000 1500.00| 500.00000 500.00| 1597.08000 1597.08 Broken Traffic Stripe Removed (Plastic) | | | 0960 701G121 700.000 LF | 1.82000 1274.00| 1.82000 1274.00| 1.94000 1358.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0970 701G125 700.000 LF | 4.07000 2849.00| 4.07000 2849.00| 4.33000 3031.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0980 701G133 700.000 LF | 4.21000 2947.00| 4.21000 2947.00| 4.48000 3136.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -8 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 23024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 703A002 823.000 SQFT| 2.25000 1851.75| 2.25000 1851.75| 2.40000 1975.20 Traffic Control Markings, Class 2, Type | | | A | | | 1000 703B002 560.000 SQFT| 3.25000 1820.00| 3.25000 1820.00| 3.46000 1937.60 Traffic Control Legends, Class 2, Type | | | 1010 703D001 72.000 SQFT| 1.35000 97.20| 1.35000 97.20| 1.44000 103.68 Temporary Traffic Control Markings | | | 1020 705A011 336.000 EACH| 5.50000 1848.00| 5.50000 1848.00| 5.86000 1968.96 Pavement Markers, Class C, Type 1-A | | | 1030 705A012 168.000 EACH| 5.50000 924.00| 5.50000 924.00| 5.86000 984.48 Pavement Markers, Class C, Type 1-B | | | 1040 705A023 168.000 EACH| 5.50000 924.00| 5.50000 924.00| 5.86000 984.48 Pavement Markers, Class C, Type 2-D | | | 1050 705A030 168.000 EACH| 5.00000 840.00| 5.00000 840.00| 5.32000 893.76 Pavement Markers, Class A-H, Type 2-C | | | 1060 705A031 505.000 EACH| 5.00000 2525.00| 5.00000 2525.00| 5.32000 2686.60 Pavement Markers, Class A-H, Type 1-A | | | 1070 705A032 8.000 EACH| 5.00000 40.00| 5.00000 40.00| 5.32000 42.56 Pavement Markers, Class A-H, Type 1-B | | | 1080 705A037 8.000 EACH| 5.00000 40.00| 5.00000 40.00| 5.32000 42.56 Pavement Markers, Class A-H, Type 2-D | | | 1090 705A038 336.000 EACH| 5.00000 1680.00| 5.00000 1680.00| 5.32000 1787.52 Pavement Markers, Class A-H, Type 2-E | | | 1100 707B003 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 159.71000 159.71 Type A Hazard Marker Installation | | | 1110 709A000 8.000 EACH| 100.00000 800.00| 100.00000 800.00| 106.47000 851.76 Milepost, Type A | | | 1120 710A115 93.000 SQFT| 13.00000 1209.00| 13.00000 1209.00| 13.84000 1287.12 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1130 710A126 172.000 SQFT| 17.00000 2924.00| 17.00000 2924.00| 18.10000 3113.20 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1140 710B001 518.000 LF | 5.00000 2590.00| 5.00000 2590.00| 5.32000 2755.76 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1150 740B000 1004.000 SQFT| 8.00000 8032.00| 7.25000 7279.00| 7.25000 7279.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -9 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 23024 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 740D000 250.000 EACH| 50.00000 12500.00| 55.00000 13750.00| 55.00000 13750.00 Channelizing Drums | | | 1170 740E000 200.000 EACH| 18.00000 3600.00| 0.01000 2.00| 6.00000 1200.00 Cones (36 Inches High) | | | 1180 740F002 12.000 EACH| 245.00000 2940.00| 165.00000 1980.00| 350.00000 4200.00 Barricades, Type III | | | 1190 740I005 6.000 EACH| 200.00000 1200.00| 450.00000 2700.00| 450.00000 2700.00 Warning Lights, Type B (Detachable Head | | | 1200 740L005 20.000 EACH| 75.00000 1500.00| 75.00000 1500.00| 75.00000 1500.00 Vertical Panel, Type I (Double-Sided) | | | 1210 740M001 200.000 EACH| 5.00000 1000.00| 0.01000 2.00| 3.70000 740.00 Ballast For Cone | | | 1220 741C010 2.000 EACH| 3500.00000 7000.00| 3500.00000 7000.00| 3500.00000 7000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1230 742A001 2.000 EACH| 12500.00000 25000.00| 12000.00000 24000.00| 12500.00000 25000.00 Portable Changeable Message Sign, Type | | | 1240 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,242,530.34| $ 5,384,718.08| $ 5,588,654.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,242,530.34| $ 5,384,718.08| $ 5,588,654.94 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -10 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 201A001 LUMP| 20000.00000 20000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 9 Acres) | | | 0020 206B000 LUMP| 20000.00000 20000.00| | Removal Of Old Box Culvert, Station | | | 888+16 | | | 0030 206B001 LUMP| 17500.00000 17500.00| | Removal Of Old Box Culvert, Station | | | 903+06.253 | | | 0040 206C023 860.000 SQYD| 20.00000 17200.00| | Removing Riprap | | | 0050 206D000 1197.000 LF | 15.00000 17955.00| | Removing Pipe | | | 0060 206D001 2829.000 LF | 3.50000 9901.50| | Removing Guardrail | | | 0070 206D011 334.000 LF | 3.00000 1002.00| | Removing Fence | | | 0080 206E000 12.000 EACH| 500.00000 6000.00| | Removing Headwalls | | | 0090 206E008 8.000 EACH| 150.00000 1200.00| | Removing Guardrail End Anchor (All Type | | | 0100 210A000 35992.000 CUYD| 6.00000 215952.00| | Unclassified Excavation | | | 0110 210B000 780.000 CUYD| 10.00000 7800.00| | Channel Excavation | | | 0120 210D000 17382.000 CUYD| 7.00000 121674.00| | Borrow Excavation | | | 0130 214A000 1855.000 CUYD| 5.00000 9275.00| | Structure Excavation | | | 0140 214B001 371.000 CUYD| 30.00000 11130.00| | Foundation Backfill, Commercial | | | 0150 232A000 136925.000 SQYD| 1.00000 136925.00| | Lime Stabilization, Class 1, 6 Inches | | | Thick | | | 0160 232B000 1604.000 TON | 100.00000 160400.00| | Lime | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -11 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301A012 133704.000 SQYD| 5.52000 738046.08| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0180 401A000 120930.000 SQYD| 0.43000 51999.90| | Bituminous Treatment A | | | 0190 401B113 36239.000 SQYD| 0.65000 23555.35| | Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0200 405A000 1210.000 GAL | 2.00000 2420.00| | Tack Coat | | | 0210 408A052 16431.000 SQYD| 0.52000 8544.12| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0220 410C000 1.000 EACH| 3200.00000 3200.00| | Contractor Retained Profilograph | | | 0230 410H000 1.000 EACH| 92000.00000 92000.00| | Material Remixing Device | | | 0240 424A356 7850.000 TON | 36.00000 282600.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0250 424A361 7276.000 TON | 35.55000 258661.80| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0260 424A367 1000.000 TON | 37.30000 37300.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B651 26605.000 TON | 28.85000 767554.25| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0280 424B680 4.000 TON | 875.00000 3500.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0290 424B681 30236.000 TON | 29.75000 899521.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -12 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 424B689 5444.000 TON | 35.60000 193806.40| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0310 424C360 13198.000 TON | 32.65000 430914.70| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0320 428C000 70080.000 LF | 0.07000 4905.60| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0330 450B000 107.000 SQYD| 75.00000 8025.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0340 502A000 86876.000 LB | 0.60000 52125.60| | Steel Reinforcement | | | 0350 524B011 467.000 CUYD| 353.00000 164851.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0360 530A004 84.000 LF | 55.00000 4620.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0370 530A101 16.000 LF | 35.00000 560.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 530A828 2.000 LF | 50.00000 100.00| | 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | (Extension) | | | 0390 530B008 20.000 LF | 195.00000 3900.00| | 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0400 535A001 90.000 LF | 27.50000 2475.00| | 18" Side Drain Pipe | | | 0410 535A300 40.000 LF | 35.00000 1400.00| | 15" Side Drain Pipe (Extension) | | | 0420 535A651 348.000 LF | 25.00000 8700.00| | 18" Side Drain Pipe (Temporary) | | | 0430 535B074 420.000 LF | 165.00000 69300.00| | 65" Span, 40" Rise Side Drain Pipe | | | (Class 2 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -13 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 600A000 LUMP| 390000.00000 390000.00| | Mobilization | | | 0450 602A000 8.000 EACH| 150.00000 1200.00| | Right Of Way Markers | | | 0460 606A000 500.000 LF | 15.00000 7500.00| | 6" Underdrain Pipe | | | 0470 610C001 96.000 TON | 50.00000 4800.00| | Loose Riprap, Class 2 ,24" Thick | | | 0480 610D003 200.000 SQYD| 4.00000 800.00| | Filter Blanket, Geotextile | | | 0490 614A000 1081.000 CUYD| 190.00000 205390.00| | Slope Paving | | | 0500 619A055 1.000 EACH| 2250.00000 2250.00| | 36" Roadway Pipe End Treatment, Class 2 | | | 0510 619A100 2.000 EACH| 450.00000 900.00| | 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0520 619A101 4.000 EACH| 495.00000 1980.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0530 619B147 2.000 EACH| 1500.00000 3000.00| | 65" Span, 40" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0540 620A000 3.000 CUYD| 700.00000 2100.00| | Minor Structure Concrete | | | 0550 621A001 1.000 EACH| 2100.00000 2100.00| | Junction Boxes, Type 1, 2P Or 5 | | | 0560 621A004 1.000 EACH| 7500.00000 7500.00| | Junction Boxes, Type 4 | | | 0570 621C020 1.000 EACH| 1850.00000 1850.00| | Inlets, Type Y | | | 0580 621C027 1.000 EACH| 1900.00000 1900.00| | Inlets, Type C | | | 0590 621C038 1.000 EACH| 4750.00000 4750.00| | Inlets, Type CD (Modified) | | | 0600 621D019 1.000 EACH| 525.00000 525.00| | Inlet Units, Type Y | | | 0610 629A004 203.000 LF | 150.00000 30450.00| | Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -14 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 630A001 1838.000 LF | 13.50000 24813.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0630 630C001 2.000 EACH| 1000.00000 2000.00| | Guardrail End Anchor, Type 8 | | | 0640 630C003 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 13 | | | 0650 630C055 3.000 EACH| 2200.00000 6600.00| | Guardrail End Anchor, Type 2A (Retrofit | | | 0660 630C070 7.000 EACH| 1350.00000 9450.00| | Guardrail End Anchor, Type 10 Series | | | 0670 641A512 760.000 LF | 12.00000 9120.00| | 3/4 Inch Copper Water Service Line Laid | | | 0680 641A746 2937.000 LF | 32.00000 93984.00| | 6 Inch P.V.C. Water Main Laid | | | 0690 641R510 2.000 EACH| 1000.00000 2000.00| | 3/4 Inch Water Meter And Box Reset | | | 0700 650A000 15000.000 CUYD| 5.00000 75000.00| | Topsoil | | | 0710 652A054 18.000 ACRE| 370.00000 6660.00| | Seeding (Mix 2A) | | | 0720 652B053 8.000 ACRE| 350.00000 2800.00| | Temporary Seeding (Mix 2AT) | | | 0730 652C000 26.000 ACRE| 40.00000 1040.00| | Mowing | | | 0740 652D054 8.000 ACRE| 300.00000 2400.00| | Seeding In Stubble (Mix 2A) | | | 0750 654A001 2716.000 SQYD| 2.40000 6518.40| | Solid Sodding (Bermuda) | | | 0760 656A000 23.000 ACRE| 340.00000 7820.00| | Mulching, Class A, Type 1 | | | 0770 656A001 3.000 ACRE| 400.00000 1200.00| | Mulching, Class A, Type 2 | | | 0780 665A000 5.000 ACRE| 300.00000 1500.00| | Temporary Seeding | | | 0790 665B000 5.000 ACRE| 300.00000 1500.00| | Temporary Mulching | | | 0800 665I001 130.000 TON | 50.00000 6500.00| | Temporary Riprap, Class 3 | | | 0810 665J000 7500.000 LF | 2.50000 18750.00| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -15 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 665Q001 3900.000 LF | 5.40000 21060.00| | 20 Inch Wattle | | | 0830 666A001 26.000 ACRE| 10.00000 260.00| | Pest Control Treatment | | | 0840 680A000 LUMP| 60000.00000 60000.00| | Engineering Controls | | | 0850 701A028 10.000 MILE| 1470.00000 14700.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0860 701A032 8.000 MILE| 1470.00000 11760.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0870 701A041 8.000 MILE| 980.00000 7840.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0880 701B009 9500.000 LF | 0.80000 7600.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0890 701C000 8.000 MILE| 450.00000 3600.00| | Broken Temporary Traffic Stripe | | | 0900 701C001 8.000 MILE| 550.00000 4400.00| | Solid Temporary Traffic Stripe | | | 0910 701C005 1.000 MILE| 6800.00000 6800.00| | Solid Temporary Traffic Stripe (Tape) | | | 0920 701D007 1.000 MILE| 1550.00000 1550.00| | Solid Traffic Stripe Removed (Paint) | | | 0930 701D008 1.000 MILE| 1750.00000 1750.00| | Solid Traffic Stripe Removed (Plastic) | | | 0940 701D009 1.000 MILE| 1000.00000 1000.00| | Solid Traffic Stripe Removed (Tape) | | | 0950 701D015 1.000 MILE| 1500.00000 1500.00| | Broken Traffic Stripe Removed (Plastic) | | | 0960 701G121 700.000 LF | 1.82000 1274.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0970 701G125 700.000 LF | 4.07000 2849.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0980 701G133 700.000 LF | 4.21000 2947.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -16 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 703A002 823.000 SQFT| 2.25000 1851.75| | Traffic Control Markings, Class 2, Type | | | A | | | 1000 703B002 560.000 SQFT| 3.25000 1820.00| | Traffic Control Legends, Class 2, Type | | | 1010 703D001 72.000 SQFT| 1.35000 97.20| | Temporary Traffic Control Markings | | | 1020 705A011 336.000 EACH| 5.50000 1848.00| | Pavement Markers, Class C, Type 1-A | | | 1030 705A012 168.000 EACH| 5.50000 924.00| | Pavement Markers, Class C, Type 1-B | | | 1040 705A023 168.000 EACH| 5.50000 924.00| | Pavement Markers, Class C, Type 2-D | | | 1050 705A030 168.000 EACH| 5.00000 840.00| | Pavement Markers, Class A-H, Type 2-C | | | 1060 705A031 505.000 EACH| 5.00000 2525.00| | Pavement Markers, Class A-H, Type 1-A | | | 1070 705A032 8.000 EACH| 5.00000 40.00| | Pavement Markers, Class A-H, Type 1-B | | | 1080 705A037 8.000 EACH| 5.00000 40.00| | Pavement Markers, Class A-H, Type 2-D | | | 1090 705A038 336.000 EACH| 5.00000 1680.00| | Pavement Markers, Class A-H, Type 2-E | | | 1100 707B003 1.000 EACH| 159.00000 159.00| | Type A Hazard Marker Installation | | | 1110 709A000 8.000 EACH| 106.00000 848.00| | Milepost, Type A | | | 1120 710A115 93.000 SQFT| 13.80000 1283.40| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1130 710A126 172.000 SQFT| 18.02000 3099.44| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1140 710B001 518.000 LF | 5.30000 2745.40| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1150 740B000 1004.000 SQFT| 7.69000 7720.76| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 009 -17 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040220009 COUNTIES : MONTGOMERY LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 740D000 250.000 EACH| 45.00000 11250.00| | Channelizing Drums | | | 1170 740E000 200.000 EACH| 12.50000 2500.00| | Cones (36 Inches High) | | | 1180 740F002 12.000 EACH| 375.00000 4500.00| | Barricades, Type III | | | 1190 740I005 6.000 EACH| 565.00000 3390.00| | Warning Lights, Type B (Detachable Head | | | 1200 740L005 20.000 EACH| 79.50000 1590.00| | Vertical Panel, Type I (Double-Sided) | | | 1210 740M001 200.000 EACH| 6.25000 1250.00| | Ballast For Cone | | | 1220 741C010 2.000 EACH| 1250.00000 2500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1230 742A001 2.000 EACH| 12500.00000 25000.00| | Portable Changeable Message Sign, Type | | | 1240 999 000 1500.000 HOUR| 0.80000 1200.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,074,066.65| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,074,066.65| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20040220010 COUNTIES : HENRY LETTING DATE : 02/20/04 10:00 AM DIVISION : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPNU-STPNU-CN04(206) for constructing the Resurfacing and Traffic Stripe on Various County Roads as indicated on the plans. Length 13.131 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,018,099.69 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,027,946.30 100.9672% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040220010 COUNTIES : HENRY LETTING DATE : 02/20/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 8.000 SQYD| 80.67000 645.36| 50.00000 400.00| Removing Concrete Driveway | | | 0020 405A000 9131.000 GAL | 1.90000 17348.90| 1.85000 16892.35| Tack Coat | | | 0040 429A200 4401.000 TON | 38.83000 170890.83| 38.45000 169218.45| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0045 429A206 2200.000 TON | 41.15000 90530.00| 38.65000 85030.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429A220 8347.000 TON | 39.75000 331793.25| 38.45000 320942.15| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0065 429A226 3579.000 TON | 39.39000 140976.81| 38.65000 138328.35| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 429B206 200.000 TON | 85.73000 17146.00| 45.00000 9000.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429B213 855.000 TON | 39.62000 33875.10| 42.50000 36337.50| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0090 429B226 200.000 TON | 85.73000 17146.00| 45.00000 9000.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0100 429B233 2533.000 TON | 40.68000 103042.44| 42.50000 107652.50| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0110 600A000 LUMP| 16400.00000 16400.00| 57000.00000 57000.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040220010 COUNTIES : HENRY LETTING DATE : 02/20/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701A004 27.000 MILE| 400.00000 10800.00| 400.00000 10800.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0130 701A035 18.000 MILE| 1180.00000 21240.00| 1180.00000 21240.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701A045 7.000 MILE| 650.00000 4550.00| 650.00000 4550.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701C000 14.000 MILE| 390.00000 5460.00| 390.00000 5460.00| Broken Temporary Traffic Stripe | | | 0160 701C001 36.000 MILE| 450.00000 16200.00| 450.00000 16200.00| Solid Temporary Traffic Stripe | | | 0170 703A000 500.000 SQFT| 1.50000 750.00| 1.50000 750.00| Traffic Control Markings, Class 1, Type | | | A | | | 0180 703D001 500.000 SQFT| 1.30000 650.00| 1.30000 650.00| Temporary Traffic Control Markings | | | 0190 705A032 788.000 EACH| 5.00000 3940.00| 5.00000 3940.00| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 1971.000 EACH| 5.00000 9855.00| 5.00000 9855.00| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 400.000 SQFT| 8.40000 3360.00| 8.00000 3200.00| Construction Signs | | | 0220 740O000 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| Pilot Car | | | SECTION TOTALS | $ 1,018,099.69| $ 1,027,946.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,018,099.69| $ 1,027,946.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20040220011 COUNTIES : LAUDERDALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 CONTRACT TIME : 150 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-CN04(209) for constructing the Bridge Replacement (3 Bridge Culverts) and Approaches at various locations as indicated on the plans. Length 0.253 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 699,099.47 100.0000% 2 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 747,470.00 106.9190% 3 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 798,741.76 114.2529% 4 07048 GLASGOW CONSTRUCTION CO., INC. $ 837,079.07 119.7368% 5 19074 S & M EQUIPMENT CO., INC. $ 845,763.53 120.9790% 6 01087 APAC-SOUTHEAST, INC. $ 889,513.76 127.2371% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040220011 COUNTIES : LAUDERDALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 11014 |( 3 ) 03071 |B. H. CRAIG CONSTRUCTION CO |JOE KEENUM EXCAVATION & CON |CHRISTOPHER PLUMBING & ELECTRIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 9000.00000 9000.00| 9000.00000 9000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 Acres) | | | 0020 206A000 LUMP| 19500.00000 19500.00| 40000.00000 40000.00| 8500.00000 8500.00 Removal Of Old Bridge, Station 12+61.80 | | | 0030 206A001 LUMP| 9500.00000 9500.00| 18000.00000 18000.00| 8500.00000 8500.00 Removal Of Old Bridge, Station 11+83.00 | | | 0040 206A002 LUMP| 4640.00000 4640.00| 40000.00000 40000.00| 8500.00000 8500.00 Removal Of Old Bridge, Station 12+27.80 | | | 0050 206D000 136.000 LF | 10.00000 1360.00| 10.00000 1360.00| 10.00000 1360.00 Removing Pipe | | | 0060 210A000 2540.000 CUYD| 3.50000 8890.00| 6.00000 15240.00| 8.50000 21590.00 Unclassified Excavation | | | 0070 210D000 5310.000 CUYD| 5.25000 27877.50| 9.00000 47790.00| 12.85000 68233.50 Borrow Excavation | | | 0080 214A000 2126.000 CUYD| 5.00000 10630.00| 20.00000 42520.00| 28.73000 61079.98 Structure Excavation | | | 0090 214B001 1366.000 CUYD| 25.00000 34150.00| 15.00000 20490.00| 21.40000 29232.40 Foundation Backfill, Commercial | | | 0100 230A000 15.000 RBST| 125.00000 1875.00| 400.00000 6000.00| 650.00000 9750.00 Roadbed Processing | | | 0110 401A000 3429.000 SQYD| 2.32000 7955.28| 0.76000 2606.04| 1.00000 3429.00 Bituminous Treatment A | | | 0120 424A340 240.000 TON | 56.26000 13502.40| 63.97000 15352.80| 60.00000 14400.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424B636 397.000 TON | 51.62000 20493.14| 49.01000 19456.97| 50.00000 19850.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0140 424C341 533.000 TON | 51.62000 27513.46| 44.62000 23782.46| 45.00000 23985.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0150 502A000 169123.000 LB | 0.65000 109929.95| 0.61000 103165.03| 0.66000 111621.18 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040220011 COUNTIES : LAUDERDALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 11014 |( 3 ) 03071 |B. H. CRAIG CONSTRUCTION CO |JOE KEENUM EXCAVATION & CON |CHRISTOPHER PLUMBING & ELECTRIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 524A011 997.000 CUYD| 263.00000 262211.00| 245.00000 244265.00| 300.00000 299100.00 Culvert Concrete (Cast In Place) | | | 0170 535A080 20.000 LF | 50.00000 1000.00| 22.00000 440.00| 26.00000 520.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0180 535A085 130.000 LF | 50.00000 6500.00| 35.00000 4550.00| 32.00000 4160.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 60000.00000 60000.00| 24000.00000 24000.00| 26000.00000 26000.00 Mobilization | | | 0200 610C001 400.000 TON | 25.00000 10000.00| 16.00000 6400.00| 25.00000 10000.00 Loose Riprap, Class 2 | | | 0210 610D000 480.000 SQYD| 3.00000 1440.00| 2.50000 1200.00| 2.60000 1248.00 Filter Blanket | | | 0220 619A101 2.000 EACH| 500.00000 1000.00| 400.00000 800.00| 550.00000 1100.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 619A102 10.000 EACH| 500.00000 5000.00| 600.00000 6000.00| 550.00000 5500.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0240 630A001 350.000 LF | 16.23000 5680.50| 14.75000 5162.50| 14.38000 5033.00 Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C070 4.000 EACH| 1460.00000 5840.00| 1325.00000 5300.00| 1610.00000 6440.00 Guardrail End Anchor, Type 10 Series | | | 0260 650A000 165.000 CUYD| 8.70000 1435.50| 9.00000 1485.00| 18.00000 2970.00 Topsoil | | | 0270 650B000 679.000 CUYD| 3.50000 2376.50| 7.00000 4753.00| 7.50000 5092.50 Topsoil From Stockpiles | | | 0280 652A053 3.000 ACRE| 1050.00000 3150.00| 550.00000 1650.00| 1000.00000 3000.00 Seeding (Mix 1E) | | | 0290 656A000 3.000 ACRE| 1050.00000 3150.00| 550.00000 1650.00| 800.00000 2400.00 Mulching, Class A, Type 1 | | | 0300 665F000 150.000 EACH| 8.00000 1200.00| 5.00000 750.00| 6.50000 975.00 Hay Bales | | | 0310 665J000 840.000 LF | 3.00000 2520.00| 5.00000 4200.00| 4.86000 4082.40 Silt Fence, Type A | | | 0320 680A000 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 6500.00000 6500.00 Engineering Controls | | | 0330 701G009 2658.000 LF | 0.25000 664.50| 0.20000 531.60| 0.30000 797.40 Solid White, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040220011 COUNTIES : LAUDERDALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 11014 |( 3 ) 03071 |B. H. CRAIG CONSTRUCTION CO |JOE KEENUM EXCAVATION & CON |CHRISTOPHER PLUMBING & ELECTRIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 701G027 2658.000 LF | 0.25000 664.50| 0.20000 531.60| 0.30000 797.40 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0350 703A000 22.000 SQFT| 2.32000 51.04| 2.00000 44.00| 10.50000 231.00 Traffic Control Markings, Class 1, Type | | | A | | | 0360 740B000 568.000 SQFT| 8.15000 4629.20| 8.00000 4544.00| 10.50000 5964.00 Construction Signs | | | 0370 740F002 18.000 EACH| 175.00000 3150.00| 400.00000 7200.00| 200.00000 3600.00 Barricades, Type III | | | 0380 740I005 21.000 EACH| 220.00000 4620.00| 250.00000 5250.00| 200.00000 4200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 699,099.47| $ 747,470.00| $ 798,741.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 699,099.47| $ 747,470.00| $ 798,741.76 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040220011 COUNTIES : LAUDERDALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07048 |( 5 ) 19074 |( 6 ) 01087 |GLASGOW CONSTRUCTION CO., I |S & M EQUIPMENT 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 201A001 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 8925.00000 8925.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 Acres) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 10500.00000 10500.00 Removal Of Old Bridge, Station 12+61.80 | | | 0030 206A001 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 10500.00000 10500.00 Removal Of Old Bridge, Station 11+83.00 | | | 0040 206A002 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 10500.00000 10500.00 Removal Of Old Bridge, Station 12+27.80 | | | 0050 206D000 136.000 LF | 10.00000 1360.00| 7.00000 952.00| 18.32000 2491.52 Removing Pipe | | | 0060 210A000 2540.000 CUYD| 8.00000 20320.00| 4.00000 10160.00| 7.17000 18211.80 Unclassified Excavation | | | 0070 210D000 5310.000 CUYD| 11.00000 58410.00| 9.00000 47790.00| 10.95000 58144.50 Borrow Excavation | | | 0080 214A000 2126.000 CUYD| 40.00000 85040.00| 15.00000 31890.00| 42.00000 89292.00 Structure Excavation | | | 0090 214B001 1366.000 CUYD| 20.00000 27320.00| 30.00000 40980.00| 21.00000 28686.00 Foundation Backfill, Commercial | | | 0100 230A000 15.000 RBST| 300.00000 4500.00| 350.00000 5250.00| 216.50000 3247.50 Roadbed Processing | | | 0110 401A000 3429.000 SQYD| 0.76000 2606.04| 1.00000 3429.00| 0.76000 2606.04 Bituminous Treatment A | | | 0120 424A340 240.000 TON | 63.97000 15352.80| 60.00000 14400.00| 64.12000 15388.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424B636 397.000 TON | 49.01000 19456.97| 50.00000 19850.00| 49.13000 19504.61 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0140 424C341 533.000 TON | 44.62000 23782.46| 45.00000 23985.00| 44.73000 23841.09 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0150 502A000 169123.000 LB | 0.60000 101473.80| 0.75000 126842.25| 0.63000 106547.49 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040220011 COUNTIES : LAUDERDALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07048 |( 5 ) 19074 |( 6 ) 01087 |GLASGOW CONSTRUCTION CO., I |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 524A011 997.000 CUYD| 325.00000 324025.00| 325.00000 324025.00| 341.25000 340226.25 Culvert Concrete (Cast In Place) | | | 0170 535A080 20.000 LF | 35.00000 700.00| 25.00000 500.00| 70.25000 1405.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0180 535A085 130.000 LF | 40.00000 5200.00| 30.00000 3900.00| 56.87000 7393.10 24" Side Drain Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| 55026.22000 55026.22 Mobilization | | | 0200 610C001 400.000 TON | 30.00000 12000.00| 20.00000 8000.00| 35.22000 14088.00 Loose Riprap, Class 2 | | | 0210 610D000 480.000 SQYD| 2.00000 960.00| 1.50000 720.00| 1.12000 537.60 Filter Blanket | | | 0220 619A101 2.000 EACH| 700.00000 1400.00| 500.00000 1000.00| 735.00000 1470.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 619A102 10.000 EACH| 800.00000 8000.00| 550.00000 5500.00| 840.00000 8400.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0240 630A001 350.000 LF | 15.00000 5250.00| 25.88000 9058.00| 15.49000 5421.50 Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C070 4.000 EACH| 1400.00000 5600.00| 1552.50000 6210.00| 1391.25000 5565.00 Guardrail End Anchor, Type 10 Series | | | 0260 650A000 165.000 CUYD| 12.00000 1980.00| 8.00000 1320.00| 20.42000 3369.30 Topsoil | | | 0270 650B000 679.000 CUYD| 10.00000 6790.00| 6.00000 4074.00| 10.52000 7143.08 Topsoil From Stockpiles | | | 0280 652A053 3.000 ACRE| 600.00000 1800.00| 1000.00000 3000.00| 826.88000 2480.64 Seeding (Mix 1E) | | | 0290 656A000 3.000 ACRE| 600.00000 1800.00| 1000.00000 3000.00| 826.88000 2480.64 Mulching, Class A, Type 1 | | | 0300 665F000 150.000 EACH| 10.00000 1500.00| 5.00000 750.00| 12.91000 1936.50 Hay Bales | | | 0310 665J000 840.000 LF | 10.00000 8400.00| 5.00000 4200.00| 3.95000 3318.00 Silt Fence, Type A | | | 0320 680A000 LUMP| 10000.00000 10000.00| 50000.00000 50000.00| 8012.65000 8012.65 Engineering Controls | | | 0330 701G009 2658.000 LF | 1.00000 2658.00| 0.23000 611.34| 0.21000 558.18 Solid White, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040220011 COUNTIES : LAUDERDALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07048 |( 5 ) 19074 |( 6 ) 01087 |GLASGOW CONSTRUCTION CO., I |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 701G027 2658.000 LF | 1.00000 2658.00| 0.23000 611.34| 0.21000 558.18 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0350 703A000 22.000 SQFT| 10.00000 220.00| 2.30000 50.60| 2.10000 46.20 Traffic Control Markings, Class 1, Type | | | A | | | 0360 740B000 568.000 SQFT| 12.00000 6816.00| 10.00000 5680.00| 7.72000 4384.96 Construction Signs | | | 0370 740F002 18.000 EACH| 200.00000 3600.00| 350.00000 6300.00| 165.38000 2976.84 Barricades, Type III | | | 0380 740I005 21.000 EACH| 100.00000 2100.00| 225.00000 4725.00| 206.17000 4329.57 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 837,079.07| $ 845,763.53| $ 889,513.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 837,079.07| $ 845,763.53| $ 889,513.76 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20040220012 COUNTIES : SUMTER LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 CONTRACT TIME : 365 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-CN03(219) for constructing the Bridge Replacement (5 Bridge Culverts) and Approaches on C.R.#24 over tributaries of Factory Creek. Length 0.879 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 948,189.82 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 1,012,307.72 106.7621% 3 18024 RACON, INC. $ 1,053,131.18 111.0675% 4 16003 PHILLIPS CONTRACTING CO., INC. $ 1,112,572.53 117.3365% 5 19124 SMITH PAVING, INC. $ 1,135,655.90 119.7709% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040220012 COUNTIES : SUMTER LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20011 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY SITE 1 | | | 0010 201A001 LUMP| 18000.00000 18000.00| 2500.00000 2500.00| 18000.00000 18000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately (6 Acres) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 16056.00000 16056.00 Removal Of Old Bridge, Station 235+00.0 | | | 0030 206A001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 12895.00000 12895.00 Removal Of Old Bridge, Station 240+51.2 | | | 0040 206A002 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 10733.00000 10733.00 Removal Of Old Bridge, Station 275+70.0 | | | 0050 206A003 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 10733.00000 10733.00 Removal Of Old Bridge, Station 285+15.0 | | | 0060 206A004 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 6455.00000 6455.00 Removal Of Old Bridge, Station 313+25.3 | | | 0070 210A000 373.000 CUYD| 10.00000 3730.00| 10.00000 3730.00| 10.00000 3730.00 Unclassified Excavation | | | 0080 210D001 1957.000 CUYD| 12.00000 23484.00| 12.00000 23484.00| 12.00000 23484.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0090 214A000 1991.000 CUYD| 10.00000 19910.00| 7.50000 14932.50| 1.00000 1991.00 Structure Excavation | | | 0100 214B001 1019.000 CUYD| 25.00000 25475.00| 30.00000 30570.00| 29.53000 30091.07 Foundation Backfill, Commercial | | | 0110 230A000 47.000 RBST| 600.00000 28200.00| 500.00000 23500.00| 424.44000 19948.68 Roadbed Processing | | | 0120 301A012 29964.000 SQYD| 5.00000 149820.00| 7.50000 224730.00| 6.96000 208549.44 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 10848.000 SQYD| 0.55000 5966.40| 0.55000 5966.40| 0.59000 6400.32 Bituminous Treatment A | | | 0140 405A000 310.000 GAL | 1.25000 387.50| 1.75000 542.50| 1.34000 415.40 Tack Coat | | | 0150 429A200 672.000 TON | 62.26000 41838.72| 62.26000 41838.72| 66.93000 44976.96 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0160 429B201 1292.000 TON | 62.60000 80879.20| 62.60000 80879.20| 67.30000 86951.60 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040220012 COUNTIES : SUMTER LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20011 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 502A000 109502.000 LB | 0.50000 54751.00| 0.60000 65701.20| 0.63000 68986.26 Steel Reinforcement | | | 0180 524A011 662.000 CUYD| 325.00000 215150.00| 300.00000 198600.00| 415.61000 275133.82 Culvert Concrete (Cast In Place) | | | 0190 600A000 LUMP| 20000.00000 20000.00| 51250.00000 51250.00| 52864.00000 52864.00 Mobilization | | | 0200 610A004 303.000 SQYD| 35.00000 10605.00| 27.00000 8181.00| 55.91000 16940.73 Loose Riprap, Class 2, 24" Thick | | | 0210 610D000 303.000 SQYD| 3.00000 909.00| 5.00000 1515.00| 2.05000 621.15 Filter Blanket | | | 0220 630A001 425.000 LF | 37.00000 15725.00| 26.00000 11050.00| 23.10000 9817.50 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C070 20.000 EACH| 1400.00000 28000.00| 1350.00000 27000.00| 1540.00000 30800.00 Guardrail End Anchor, Type 10 Series | | | 0240 650A000 6714.000 CUYD| 12.00000 80568.00| 10.00000 67140.00| 2.50000 16785.00 Topsoil | | | 0250 652A054 5.000 ACRE| 600.00000 3000.00| 750.00000 3750.00| 2370.00000 11850.00 Seeding (Mix 2A) | | | 0260 656A000 5.000 ACRE| 600.00000 3000.00| 750.00000 3750.00| 2300.00000 11500.00 Mulching, Class A, Type 1 | | | 0270 665F000 1250.000 EACH| 10.00000 12500.00| 10.00000 12500.00| 5.00000 6250.00 Hay Bales | | | 0280 665J000 4500.000 LF | 10.00000 45000.00| 10.00000 45000.00| 2.32000 10440.00 Silt Fence, Type A | | | 0290 680A000 LUMP| 20000.00000 20000.00| 18000.00000 18000.00| 25900.00000 25900.00 Engineering Controls | | | 0300 701E000 7440.000 LF | 0.40000 2976.00| 0.18000 1339.20| 0.16000 1190.40 Solid Temporary Traffic Stripe | | | 0310 701E010 3720.000 LF | 0.25000 930.00| 0.18000 669.60| 0.16000 595.20 Broken Temporary Traffic Stripe | | | 0320 701G009 9300.000 LF | 0.25000 2325.00| 0.14000 1302.00| 0.13000 1209.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0330 701G018 3720.000 LF | 0.25000 930.00| 0.14000 520.80| 0.13000 483.60 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0340 701G027 7440.000 LF | 0.25000 1860.00| 0.14000 1041.60| 0.13000 967.20 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040220012 COUNTIES : SUMTER LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20011 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 740B000 527.000 SQFT| 10.00000 5270.00| 12.00000 6324.00| 11.55000 6086.85 Construction Signs | | | 0360 740F002 8.000 EACH| 200.00000 1600.00| 500.00000 4000.00| 330.00000 2640.00 Barricades, Type III | | | 0370 740I005 2.000 EACH| 200.00000 400.00| 500.00000 1000.00| 330.00000 660.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 948,189.82| $ 1,012,307.72| $ 1,053,131.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 948,189.82| $ 1,012,307.72| $ 1,053,131.18 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040220012 COUNTIES : SUMTER LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 19124 |( ) |PHILLIPS CONTRACTING CO., I |SMITH PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY SITE 1 | | | 0010 201A001 LUMP| 18000.00000 18000.00| 18000.00000 18000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately (6 Acres) | | | 0020 206A000 LUMP| 4000.00000 4000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 235+00.0 | | | 0030 206A001 LUMP| 3500.00000 3500.00| 12000.00000 12000.00| Removal Of Old Bridge, Station 240+51.2 | | | 0040 206A002 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| Removal Of Old Bridge, Station 275+70.0 | | | 0050 206A003 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| Removal Of Old Bridge, Station 285+15.0 | | | 0060 206A004 LUMP| 2000.00000 2000.00| 7000.00000 7000.00| Removal Of Old Bridge, Station 313+25.3 | | | 0070 210A000 373.000 CUYD| 6.00000 2238.00| 8.00000 2984.00| Unclassified Excavation | | | 0080 210D001 1957.000 CUYD| 8.75000 17123.75| 15.00000 29355.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0090 214A000 1991.000 CUYD| 10.00000 19910.00| 12.00000 23892.00| Structure Excavation | | | 0100 214B001 1019.000 CUYD| 34.00000 34646.00| 34.00000 34646.00| Foundation Backfill, Commercial | | | 0110 230A000 47.000 RBST| 500.00000 23500.00| 500.00000 23500.00| Roadbed Processing | | | 0120 301A012 29964.000 SQYD| 7.00000 209748.00| 8.00000 239712.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 10848.000 SQYD| 1.00000 10848.00| 0.60000 6508.80| Bituminous Treatment A | | | 0140 405A000 310.000 GAL | 10.00000 3100.00| 3.00000 930.00| Tack Coat | | | 0150 429A200 672.000 TON | 62.26000 41838.72| 62.26000 41838.72| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0160 429B201 1292.000 TON | 62.60000 80879.20| 62.60000 80879.20| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040220012 COUNTIES : SUMTER LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 19124 |( ) |PHILLIPS CONTRACTING CO., I |SMITH PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 502A000 109502.000 LB | 0.68000 74461.36| 0.59000 64606.18| Steel Reinforcement | | | 0180 524A011 662.000 CUYD| 450.00000 297900.00| 340.00000 225080.00| Culvert Concrete (Cast In Place) | | | 0190 600A000 LUMP| 50000.00000 50000.00| 75000.00000 75000.00| Mobilization | | | 0200 610A004 303.000 SQYD| 35.00000 10605.00| 36.00000 10908.00| Loose Riprap, Class 2, 24" Thick | | | 0210 610D000 303.000 SQYD| 4.00000 1212.00| 4.00000 1212.00| Filter Blanket | | | 0220 630A001 425.000 LF | 22.50000 9562.50| 27.00000 11475.00| Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C070 20.000 EACH| 1425.00000 28500.00| 1500.00000 30000.00| Guardrail End Anchor, Type 10 Series | | | 0240 650A000 6714.000 CUYD| 10.00000 67140.00| 12.00000 80568.00| Topsoil | | | 0250 652A054 5.000 ACRE| 2000.00000 10000.00| 1200.00000 6000.00| Seeding (Mix 2A) | | | 0260 656A000 5.000 ACRE| 2000.00000 10000.00| 1200.00000 6000.00| Mulching, Class A, Type 1 | | | 0270 665F000 1250.000 EACH| 5.00000 6250.00| 5.00000 6250.00| Hay Bales | | | 0280 665J000 4500.000 LF | 5.00000 22500.00| 4.00000 18000.00| Silt Fence, Type A | | | 0290 680A000 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| Engineering Controls | | | 0300 701E000 7440.000 LF | 0.20000 1488.00| 0.30000 2232.00| Solid Temporary Traffic Stripe | | | 0310 701E010 3720.000 LF | 0.20000 744.00| 0.25000 930.00| Broken Temporary Traffic Stripe | | | 0320 701G009 9300.000 LF | 0.15000 1395.00| 0.35000 3255.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0330 701G018 3720.000 LF | 0.15000 558.00| 0.25000 930.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0340 701G027 7440.000 LF | 0.15000 1116.00| 0.50000 3720.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040220012 COUNTIES : SUMTER LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 19124 |( ) |PHILLIPS CONTRACTING CO., I |SMITH PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 740B000 527.000 SQFT| 17.00000 8959.00| 12.00000 6324.00| Construction Signs | | | 0360 740F002 8.000 EACH| 200.00000 1600.00| 165.00000 1320.00| Barricades, Type III | | | 0370 740I005 2.000 EACH| 625.00000 1250.00| 300.00000 600.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,112,572.53| $ 1,135,655.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,112,572.53| $ 1,135,655.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 20040220013 COUNTIES : ELMORE LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPNU-CN04(215) for constructing the Resurfacing and Traffic Stripe at various sites as indicated in the plans on C.R.#193, C.R.#265, C.R.#239 and C.R.#79. Length 12.496 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,025,056.80 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 1,051,617.10 102.5911% 3 01087 APAC-SOUTHEAST, INC. $ 1,116,663.79 108.9368% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040220013 COUNTIES : ELMORE LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 380.000 LF | 3.50000 1330.00| 3.50000 1330.00| 3.00000 1140.00 Removing Guardrail | | | 0020 405A000 13214.000 GAL | 0.75000 9910.50| 0.80000 10571.20| 0.86000 11364.04 Tack Coat | | | 0030 408A051 801.000 SQYD| 5.00000 4005.00| 3.00000 2403.00| 7.65000 6127.65 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 408A052 112.000 SQYD| 6.00000 672.00| 3.75000 420.00| 10.00000 1120.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 408A053 492.000 SQYD| 7.00000 3444.00| 4.00000 1968.00| 12.50000 6150.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0060 424A336 6168.000 TON | 31.65000 195217.20| 30.40000 187507.20| 32.15000 198301.20 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range A/B | | | 0070 424A338 4406.000 TON | 26.25000 115657.50| 33.80000 148922.80| 34.15000 150464.90 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/8" Maximum | | | Aggregate Size Mix,Esal Range A/B | | | 0080 424B635 15416.000 TON | 29.45000 454001.20| 26.90000 414690.40| 30.25000 466334.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0090 424B640 400.000 TON | 40.00000 16000.00| 60.00000 24000.00| 31.80000 12720.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 430B043 3305.000 TON | 20.00000 66100.00| 21.50000 71057.50| 20.00000 66100.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0110 600A000 LUMP| 17000.00000 17000.00| 45800.00000 45800.00| 53250.00000 53250.00 Mobilization | | | 0120 630A004 380.000 LF | 22.00000 8360.00| 22.00000 8360.00| 30.15000 11457.00 Steel Beam Guardrail, Class B, Type 2 | | | 0130 630C022 8.000 EACH| 1200.00000 9600.00| 1700.00000 13600.00| 1400.00000 11200.00 Guardrail End Anchor, Type Special | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040220013 COUNTIES : ELMORE LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630C070 8.000 EACH| 1700.00000 13600.00| 1200.00000 9600.00| 1365.00000 10920.00 Guardrail End Anchor, Type 10 Series | | | 0150 701A031 27.000 MILE| 1050.00000 28350.00| 1050.00000 28350.00| 1050.00000 28350.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 18.000 MILE| 1250.00000 22500.00| 1250.00000 22500.00| 1250.00000 22500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 9.000 MILE| 680.00000 6120.00| 680.00000 6120.00| 680.00000 6120.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 27.000 MILE| 390.00000 10530.00| 390.00000 10530.00| 390.00000 10530.00 Broken Temporary Traffic Stripe | | | 0190 701C001 54.000 MILE| 490.00000 26460.00| 490.00000 26460.00| 490.00000 26460.00 Solid Temporary Traffic Stripe | | | 0200 703A002 600.000 SQFT| 2.50000 1500.00| 2.50000 1500.00| 2.50000 1500.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 705A032 363.000 EACH| 5.00000 1815.00| 5.00000 1815.00| 5.00000 1815.00 Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 1236.000 EACH| 5.00000 6180.00| 5.00000 6180.00| 5.00000 6180.00 Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 576.000 SQFT| 8.00000 4608.00| 7.00000 4032.00| 7.50000 4320.00 Construction Signs | | | 0240 740E000 60.000 EACH| 6.03000 361.80| 10.00000 600.00| 2.00000 120.00 Cones (36 Inches High) | | | 0250 740M001 60.000 EACH| 3.91000 234.60| 5.00000 300.00| 2.00000 120.00 Ballast For Cone | | | 0260 740O000 2.000 EACH| 750.00000 1500.00| 1500.00000 3000.00| 1000.00000 2000.00 Pilot Car | | | SECTION TOTALS | $ 1,025,056.80| $ 1,051,617.10| $ 1,116,663.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,025,056.80| $ 1,051,617.10| $ 1,116,663.79 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20040220014 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPAA-CN04(900) for constructing the Roadway Improvements on various streets in the city of Huntsville as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 2,122,824.86 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,439,698.02 114.9270% 3 18037 REED CONTRACTING SERVICES, INC. $ 2,700,013.73 127.1897% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040220014 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C000 171.000 SQYD| 12.00000 2052.00| 17.02000 2910.42| 12.95000 2214.45 Removing Concrete Sidewalk | | | 0020 206C001 463.000 SQYD| 10.00000 4630.00| 12.57000 5819.91| 14.85000 6875.55 Removing Concrete Pavement | | | 0030 206C002 70.000 SQYD| 14.00000 980.00| 8.31000 581.70| 16.20000 1134.00 Removing Concrete Slope Paving | | | 0040 206D003 2976.000 LF | 3.00000 8928.00| 5.87000 17469.12| 8.91000 26516.16 Removing Curb And Gutter | | | 0050 206D005 689.000 LF | 2.00000 1378.00| 8.45000 5822.05| 8.91000 6138.99 Removing Gutter | | | 0060 206D015 47.000 LF | 10.00000 470.00| 12.38000 581.86| 10.80000 507.60 Removing Existing Temporary Asphalt | | | Island | | | 0070 210A000 1176.000 CUYD| 1.00000 1176.00| 9.79000 11513.04| 8.75000 10290.00 Unclassified Excavation | | | 0080 210D021 650.000 CUYD| 8.00000 5200.00| 13.18000 8567.00| 9.85000 6402.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0090 212A000 82.000 STA | 1.00000 82.00| 30.01000 2460.82| 200.00000 16400.00 Machine Grading Shoulders | | | 0100 305B060 1221.000 TON | 12.50000 15262.50| 17.94000 21904.74| 13.50000 16483.50 Crushed Aggregate, Section 825, TYPE B | | | 0110 405A000 22585.000 GAL | 0.90000 20326.50| 1.36000 30715.60| 1.25000 28231.25 Tack Coat | | | 0120 408A052 269664.000 SQYD| 0.42000 113258.88| 0.90000 242697.60| 1.35000 364046.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0130 408A053 72758.000 SQYD| 0.42000 30558.36| 1.00000 72758.00| 1.67000 121505.86 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0140 408A054 5884.000 SQYD| 0.42000 2471.28| 4.73000 27831.32| 2.00000 11768.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0150 424A356 16065.000 TON | 38.28000 614968.20| 39.58000 635852.70| 39.75000 638583.75 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040220014 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424A366 19280.000 TON | 34.93000 673450.40| 35.39000 682319.20| 37.40000 721072.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B650 4647.000 TON | 34.83000 161855.01| 28.82000 133926.54| 34.00000 157998.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424B651 1471.000 TON | 33.68000 49543.28| 41.32000 60781.72| 33.00000 48543.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 430B004 200.000 TON | 11.50000 2300.00| 15.06000 3012.00| 16.00000 3200.00 Aggregate Surfacing (ALDOT #810) | | | 0200 600A000 LUMP| 23997.50000 23997.50| 148856.23000 148856.23| 78955.00000 78955.00 Mobilization | | | 0210 614A000 32.000 CUYD| 200.00000 6400.00| 168.41000 5389.12| 226.00000 7232.00 Slope Paving | | | 0220 618A000 171.000 SQYD| 165.00000 28215.00| 147.82000 25277.22| 25.65000 4386.15 Concrete Sidewalk, 4" Thick | | | 0230 618B002 463.000 SQYD| 35.00000 16205.00| 44.63000 20663.69| 30.78000 14251.14 Concrete Driveway, 6" Thick | | | 0240 623A000 689.000 LF | 15.00000 10335.00| 25.02000 17238.78| 17.82000 12277.98 Concrete Gutter | | | 0250 623C000 426.000 LF | 12.00000 5112.00| 19.37000 8251.62| 10.65000 4536.90 Combination Curb & Gutter, Type C | | | 0260 623C003 2550.000 LF | 12.00000 30600.00| 9.42000 24021.00| 9.45000 24097.50 Combination Curb & Gutter, Type C | | | (Modified) | | | 0270 701A031 7.000 MILE| 1100.00000 7700.00| 1122.00000 7854.00| 1188.00000 8316.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0280 701A036 22.000 MILE| 1100.00000 24200.00| 1122.00000 24684.00| 1188.00000 26136.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A040 17.000 MILE| 550.00000 9350.00| 561.00000 9537.00| 595.00000 10115.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701A045 14.000 MILE| 550.00000 7700.00| 561.00000 7854.00| 595.00000 8330.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040220014 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701B005 5500.000 LF | 0.50000 2750.00| 0.51000 2805.00| 0.60000 3300.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0320 701C000 31.000 MILE| 410.00000 12710.00| 418.20000 12964.20| 443.00000 13733.00 Broken Temporary Traffic Stripe | | | 0330 701C001 29.000 MILE| 475.00000 13775.00| 484.50000 14050.50| 513.00000 14877.00 Solid Temporary Traffic Stripe | | | 0340 701F000 5500.000 LF | 0.10000 550.00| 0.10000 550.00| 0.15000 825.00 Dotted Temporary Traffic Stripe | | | 0350 703A002 34786.000 SQFT| 2.30000 80007.80| 2.35000 81747.10| 2.50000 86965.00 Traffic Control Markings, Class 2, Type | | | A | | | 0360 703B002 3663.000 SQFT| 2.80000 10256.40| 2.86000 10476.18| 3.00000 10989.00 Traffic Control Legends, Class 2, Type | | | 0370 705A037 2465.000 EACH| 5.50000 13557.50| 5.61000 13828.65| 5.95000 14666.75 Pavement Markers, Class A-H, Type 2-D | | | 0380 705A039 1494.000 EACH| 5.50000 8217.00| 5.61000 8381.34| 5.95000 8889.30 Pavement Markers, Class A-H, Type 2-A | | | 0390 730H001 11060.000 LF | 2.80000 30968.00| 2.50000 27650.00| 2.65000 29309.00 Loop Wire | | | 0400 730I001 2625.000 LF | 2.01000 5276.25| 0.01000 26.25| 0.60000 1575.00 Loop Detector Lead-In-Cable | | | 0410 740B000 6339.000 SQFT| 8.00000 50712.00| 0.01000 63.39| 10.00000 63390.00 Construction Signs | | | 0420 740D000 50.000 EACH| 0.00000 0.00| 0.01000 0.50| 65.00000 3250.00 Channelizing Drums | | | 0430 740E000 100.000 EACH| 0.00000 0.00| 0.01000 1.00| 11.00000 1100.00 Cones (36 Inches High) | | | 0440 740F002 52.000 EACH| 165.00000 8580.00| 0.01000 0.52| 225.00000 11700.00 Barricades, Type III | | | 0450 740I005 26.000 EACH| 75.00000 1950.00| 0.01000 0.26| 100.00000 2600.00 Warning Lights, Type B (Detachable Head | | | 0460 740M001 100.000 EACH| 0.00000 0.00| 0.01000 1.00| 8.00000 800.00 Ballast For Cone | | | 0470 741C010 13.000 EACH| 370.00000 4810.00| 0.01000 0.13| 3500.00000 45500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,122,824.86| $ 2,439,698.02| $ 2,700,013.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,122,824.86| $ 2,439,698.02| $ 2,700,013.73 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 CONTRACT TIME : 360 Calendar Days CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : BR-0014(500) for constructing the Bridge Replacement and Approaches on S.R.#14 over Mulberry Creek southeast of Burnsville. Length 0.833 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 2,137,539.43 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 2,177,769.71 101.8821% 3 14008 NEWELL & BUSH, INC. $ 2,180,169.55 101.9944% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,325,298.30 108.7839% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 14008 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 39000.00000 39000.00| 39000.00000 39000.00| 39000.00000 39000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 13 ACRES) | | | 0020 206A000 LUMP| 50000.00000 50000.00| 70000.00000 70000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 69+45.91 | | | 0030 206D000 75.000 LF | 10.00000 750.00| 10.00000 750.00| 30.00000 2250.00 Removing Pipe | | | 0040 206D001 100.000 LF | 1.00000 100.00| 0.25000 25.00| 20.00000 2000.00 Removing Guardrail | | | 0050 206E008 8.000 EACH| 50.00000 400.00| 50.00000 400.00| 250.00000 2000.00 Removing Guardrail End Anchor (All Type | | | 0060 210A000 7406.000 CUYD| 2.50000 18515.00| 2.50000 18515.00| 2.75000 20366.50 Unclassified Excavation | | | 0070 210D000 14481.000 CUYD| 4.50000 65164.50| 4.50000 65164.50| 4.75000 68784.75 Borrow Excavation | | | 0080 210D025 3232.000 CUYD| 5.50000 17776.00| 5.50000 17776.00| 6.00000 19392.00 Borrow Excavation(Improved Roadbed) | | | 0090 214A000 74.000 CUYD| 15.00000 1110.00| 15.00000 1110.00| 15.00000 1110.00 Structure Excavation | | | 0100 214B001 32.000 CUYD| 40.32000 1290.24| 40.32000 1290.24| 40.00000 1280.00 Foundation Backfill, Commercial | | | 0110 230A000 80.000 RBST| 200.00000 16000.00| 200.00000 16000.00| 210.00000 16800.00 Roadbed Processing | | | 0120 301A012 9173.000 SQYD| 5.90000 54120.70| 5.90000 54120.70| 6.50000 59624.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 8882.000 SQYD| 0.50000 4441.00| 0.50000 4441.00| 0.50000 4441.00 Bituminous Treatment A | | | 0140 405A000 779.000 GAL | 0.95000 740.05| 0.95000 740.05| 1.50000 1168.50 Tack Coat | | | 0150 424A361 875.000 TON | 35.90000 31412.50| 35.90000 31412.50| 48.00000 42000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0160 424B650 1166.000 TON | 37.70000 43958.20| 37.70000 43958.20| 40.00000 46640.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 14008 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B659 189.000 TON | 58.00000 10962.00| 58.00000 10962.00| 50.00000 9450.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424C360 1328.000 TON | 35.35000 46944.80| 35.35000 46944.80| 39.00000 51792.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0190 424C364 100.000 TON | 50.00000 5000.00| 50.00000 5000.00| 88.00000 8800.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 430B000 30.000 TON | 30.00000 900.00| 30.00000 900.00| 32.00000 960.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 450B000 107.000 SQYD| 80.00000 8560.00| 75.00000 8025.00| 75.00000 8025.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0220 502A000 129772.000 LB | 0.75000 97329.00| 0.80000 103817.60| 0.70000 90840.40 Steel Reinforcement | | | 0230 502B000 LUMP| 120000.00000 120000.00| 125000.00000 125000.00| 100000.00000 100000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 69+35 (APPROX. 158,| | | 600 LBS.) | | | 0240 505A002 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53) | | | 0250 505B057 1.000 EACH| 1750.00000 1750.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12x53) | | | 0260 505B087 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 300.00000 300.00 Dynamic Loading Tests (HP 12x53) | | | 0270 505M002 1183.000 LF | 30.00000 35490.00| 20.00000 23660.00| 32.00000 37856.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0280 506A000 236.000 LF | 220.00000 51920.00| 200.00000 47200.00| 220.00000 51920.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0290 506A003 201.000 LF | 270.00000 54270.00| 246.00000 49446.00| 275.00000 55275.00 Drilled Shaft Excavation, 5'-0" Diamete | | | 0300 506C043 240.000 LF | 88.00000 21120.00| 79.00000 18960.00| 100.00000 24000.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 14008 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 506C044 216.000 LF | 89.00000 19224.00| 81.00000 17496.00| 125.00000 27000.00 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0320 506F001 240.000 LF | 190.00000 45600.00| 173.00000 41520.00| 100.00000 24000.00 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0330 506F006 216.000 LF | 190.00000 41040.00| 173.00000 37368.00| 100.00000 21600.00 Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0340 506G003 4.000 EACH| 3300.00000 13200.00| 3000.00000 12000.00| 3500.00000 14000.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0350 506G004 4.000 EACH| 3300.00000 13200.00| 3000.00000 12000.00| 3500.00000 14000.00 Crosshole Sonic Logging, 5'-0" Diameter | | | 0360 508A000 10900.000 LB | 4.25000 46325.00| 2.50000 27250.00| 1.75000 19075.00 Structural Steel | | | 0370 510A000 308.000 CUYD| 450.00000 138600.00| 500.00000 154000.00| 440.00000 135520.00 Bridge Substructure Concrete, Class A | | | 0380 510C051 LUMP| 309000.00000 309000.00| 345000.00000 345000.00| 285000.00000 285000.00 Bridge Concrete Superstructure, STA. | | | 69+35, APPROX. 618 CU. YDS. | | | 0390 510E000 1889.000 SQYD| 5.00000 9445.00| 1.84000 3475.76| 2.10000 3966.90 Grooving Concrete Bridge Decks | | | 0400 511A001 60.000 EACH| 200.00000 12000.00| 100.00000 6000.00| 62.00000 3720.00 Elastomeric Bearings, Type 2 | | | 0410 513B005 2525.000 LF | 90.00000 227250.00| 85.00000 214625.00| 100.00000 252500.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0420 524B011 39.000 CUYD| 450.93000 17586.27| 450.93000 17586.27| 250.00000 9750.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0430 530A000 60.000 LF | 31.98000 1918.80| 31.98000 1918.80| 16.00000 960.00 15" Roadway Pipe (Class 3 R.C.) | | | 0440 535A000 20.000 LF | 26.68000 533.60| 26.68000 533.60| 28.00000 560.00 15" Side Drain Pipe | | | 0450 535A001 64.000 LF | 29.90000 1913.60| 27.90000 1785.60| 20.00000 1280.00 18" Side Drain Pipe | | | 0460 535A002 36.000 LF | 34.26000 1233.36| 34.26000 1233.36| 32.00000 1152.00 24" Side Drain Pipe | | | 0470 535A003 36.000 LF | 42.20000 1519.20| 42.20000 1519.20| 45.00000 1620.00 30" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 14008 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 600A000 LUMP| 200000.00000 200000.00| 225708.67000 225708.67| 210000.00000 210000.00 Mobilization | | | 0490 602A000 11.000 EACH| 200.00000 2200.00| 200.00000 2200.00| 300.00000 3300.00 Right Of Way Markers | | | 0500 610C001 2849.000 TON | 19.27000 54900.23| 19.27000 54900.23| 26.00000 74074.00 Loose Riprap, Class 2 | | | 0510 610D000 2072.000 SQYD| 3.00000 6216.00| 3.00000 6216.00| 3.50000 7252.00 Filter Blanket | | | 0520 614A000 8.000 CUYD| 238.73000 1909.84| 238.73000 1909.84| 350.00000 2800.00 Slope Paving | | | 0530 619A001 1.000 EACH| 477.45000 477.45| 477.45000 477.45| 1000.00000 1000.00 15" Roadway Pipe End Treatment, Class 1 | | | 0540 619A100 2.000 EACH| 503.98000 1007.96| 503.98000 1007.96| 525.00000 1050.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A101 2.000 EACH| 557.03000 1114.06| 557.03000 1114.06| 675.00000 1350.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A102 2.000 EACH| 663.13000 1326.26| 663.13000 1326.26| 850.00000 1700.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619A103 2.000 EACH| 769.23000 1538.46| 769.23000 1538.46| 950.00000 1900.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0580 620A000 1.000 CUYD| 636.60000 636.60| 636.60000 636.60| 500.00000 500.00 Minor Structure Concrete | | | 0590 630A001 450.000 LF | 12.50000 5625.00| 12.50000 5625.00| 13.50000 6075.00 Steel Beam Guardrail, Class A, Type 2 | | | 0600 630C003 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0610 630C070 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0620 641A512 142.000 LF | 40.00000 5680.00| 25.00000 3550.00| 10.00000 1420.00 3/4 Inch Copper Water Service Line Laid | | | 0630 641R510 1.000 EACH| 750.00000 750.00| 1250.00000 1250.00| 500.00000 500.00 3/4 Inch Water Meter And Box Reset | | | 0640 650B000 3757.000 CUYD| 3.50000 13149.50| 3.50000 13149.50| 3.75000 14088.75 Topsoil From Stockpiles | | | 0650 652A056 2.000 ACRE| 500.00000 1000.00| 500.00000 1000.00| 800.00000 1600.00 Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 14008 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 652B053 4.000 ACRE| 600.00000 2400.00| 600.00000 2400.00| 800.00000 3200.00 Temporary Seeding (Mix 2AT) | | | 0670 652D054 4.000 ACRE| 500.00000 2000.00| 500.00000 2000.00| 1000.00000 4000.00 Seeding In Stubble (Mix 2A) | | | 0680 654A000 15.000 SQYD| 10.00000 150.00| 4.00000 60.00| 10.00000 150.00 Solid Sodding | | | 0690 656A000 4.000 ACRE| 500.00000 2000.00| 500.00000 2000.00| 1000.00000 4000.00 Mulching, Class A, Type 1 | | | 0700 656A001 2.000 ACRE| 500.00000 1000.00| 500.00000 1000.00| 1000.00000 2000.00 Mulching, Class A, Type 2 | | | 0710 665F000 208.000 EACH| 7.00000 1456.00| 20.00000 4160.00| 22.00000 4576.00 Hay Bales | | | 0720 665J000 8046.000 LF | 3.00000 24138.00| 3.00000 24138.00| 3.50000 28161.00 Silt Fence, Type A | | | 0730 680A000 LUMP| 21000.00000 21000.00| 34400.00000 34400.00| 10000.00000 10000.00 Engineering Controls | | | 0740 701A028 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| 2200.00000 4400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0750 701A046 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1100.00000 1100.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0760 701A048 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 2800.00000 2800.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0770 701C000 1.000 MILE| 750.00000 750.00| 750.00000 750.00| 900.00000 900.00 Broken Temporary Traffic Stripe | | | 0780 701C001 3.000 MILE| 750.00000 2250.00| 750.00000 2250.00| 900.00000 2700.00 Solid Temporary Traffic Stripe | | | 0790 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| 2000.00000 2000.00 Solid Traffic Stripe Removed (Plastic) | | | 0800 701D015 1.000 MILE| 1550.00000 1550.00| 1550.00000 1550.00| 1600.00000 1600.00 Broken Traffic Stripe Removed (Plastic) | | | 0810 701G125 850.000 LF | 3.88000 3298.00| 3.88000 3298.00| 4.50000 3825.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0820 701G129 425.000 LF | 2.55000 1083.75| 2.55000 1083.75| 2.75000 1168.75 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -7 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 14008 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 703A002 24.000 SQFT| 5.00000 120.00| 5.00000 120.00| 5.50000 132.00 Traffic Control Markings, Class 2, Type | | | A | | | 0840 703D001 24.000 SQFT| 1.50000 36.00| 1.50000 36.00| 2.00000 48.00 Temporary Traffic Control Markings | | | 0850 705A023 71.000 EACH| 5.00000 355.00| 5.00000 355.00| 5.50000 390.50 Pavement Markers, Class C, Type 2-D | | | 0860 705A032 13.000 EACH| 5.00000 65.00| 5.00000 65.00| 5.50000 71.50 Pavement Markers, Class A-H, Type 1-B | | | 0870 705A037 57.000 EACH| 5.00000 285.00| 5.00000 285.00| 5.50000 313.50 Pavement Markers, Class A-H, Type 2-D | | | 0880 707G001 40.000 EACH| 30.00000 1200.00| 25.00000 1000.00| 50.00000 2000.00 Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 0890 710A115 22.000 SQFT| 16.00000 352.00| 16.00000 352.00| 20.00000 440.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0900 710A126 8.000 SQFT| 17.00000 136.00| 20.00000 160.00| 60.00000 480.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0910 710B001 56.000 LF | 6.00000 336.00| 7.00000 392.00| 12.00000 672.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0920 726A000 1568.000 LF | 15.00000 23520.00| 15.00000 23520.00| 45.00000 70560.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0930 726A001 20.000 LF | 50.00000 1000.00| 50.00000 1000.00| 300.00000 6000.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 0940 726D021 2.000 EACH| 7000.00000 14000.00| 6500.00000 13000.00| 16000.00000 32000.00 Portable Impact AttenuatorAssembly | | | (Bi-directional, TL-2) | | | 0950 740B000 391.000 SQFT| 9.50000 3714.50| 7.25000 2834.75| 12.00000 4692.00 Construction Signs | | | 0960 740D000 90.000 EACH| 65.00000 5850.00| 55.00000 4950.00| 60.00000 5400.00 Channelizing Drums | | | 0970 740E000 100.000 EACH| 10.00000 1000.00| 10.00000 1000.00| 15.00000 1500.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -8 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 14008 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 740F002 8.000 EACH| 225.00000 1800.00| 165.00000 1320.00| 225.00000 1800.00 Barricades, Type III | | | 0990 740I005 4.000 EACH| 500.00000 2000.00| 400.00000 1600.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head | | | 1000 740M001 100.000 EACH| 1.00000 100.00| 7.00000 700.00| 7.00000 700.00 Ballast For Cone | | | 1010 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,137,539.43| $ 2,177,769.71| $ 2,180,169.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,137,539.43| $ 2,177,769.71| $ 2,180,169.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -9 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 27000.00000 27000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 13 ACRES) | | | 0020 206A000 LUMP| 100000.00000 100000.00| | Removal Of Old Bridge, Station 69+45.91 | | | 0030 206D000 75.000 LF | 5.00000 375.00| | Removing Pipe | | | 0040 206D001 100.000 LF | 3.00000 300.00| | Removing Guardrail | | | 0050 206E008 8.000 EACH| 100.00000 800.00| | Removing Guardrail End Anchor (All Type | | | 0060 210A000 7406.000 CUYD| 2.25000 16663.50| | Unclassified Excavation | | | 0070 210D000 14481.000 CUYD| 5.25000 76025.25| | Borrow Excavation | | | 0080 210D025 3232.000 CUYD| 5.25000 16968.00| | Borrow Excavation(Improved Roadbed) | | | 0090 214A000 74.000 CUYD| 6.00000 444.00| | Structure Excavation | | | 0100 214B001 32.000 CUYD| 35.00000 1120.00| | Foundation Backfill, Commercial | | | 0110 230A000 80.000 RBST| 330.00000 26400.00| | Roadbed Processing | | | 0120 301A012 9173.000 SQYD| 5.90000 54120.70| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 8882.000 SQYD| 0.50000 4441.00| | Bituminous Treatment A | | | 0140 405A000 779.000 GAL | 0.95000 740.05| | Tack Coat | | | 0150 424A361 875.000 TON | 35.90000 31412.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0160 424B650 1166.000 TON | 37.70000 43958.20| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -10 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B659 189.000 TON | 58.00000 10962.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424C360 1328.000 TON | 35.35000 46944.80| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0190 424C364 100.000 TON | 50.00000 5000.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 430B000 30.000 TON | 19.00000 570.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 450B000 107.000 SQYD| 65.00000 6955.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0220 502A000 129772.000 LB | 0.65000 84351.80| | Steel Reinforcement | | | 0230 502B000 LUMP| 103090.00000 103090.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. 69+35 (APPROX. 158,| | | 600 LBS.) | | | 0240 505A002 1.000 EACH| 1500.00000 1500.00| | Steel Test Piles (HP 12x53) | | | 0250 505B057 1.000 EACH| 2500.00000 2500.00| | Static Loading Tests (HP 12x53) | | | 0260 505B087 1.000 EACH| 1000.00000 1000.00| | Dynamic Loading Tests (HP 12x53) | | | 0270 505M002 1183.000 LF | 25.00000 29575.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0280 506A000 236.000 LF | 215.00000 50740.00| | Drilled Shaft Excavation, 4'-6" Diamete | | | 0290 506A003 201.000 LF | 265.00000 53265.00| | Drilled Shaft Excavation, 5'-0" Diamete | | | 0300 506C043 240.000 LF | 85.00000 20400.00| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -11 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 506C044 216.000 LF | 87.00000 18792.00| | Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0320 506F001 240.000 LF | 185.00000 44400.00| | Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0330 506F006 216.000 LF | 185.00000 39960.00| | Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0340 506G003 4.000 EACH| 3200.00000 12800.00| | Crosshole Sonic Logging, 4'-6" Diameter | | | 0350 506G004 4.000 EACH| 3200.00000 12800.00| | Crosshole Sonic Logging, 5'-0" Diameter | | | 0360 508A000 10900.000 LB | 3.50000 38150.00| | Structural Steel | | | 0370 510A000 308.000 CUYD| 325.00000 100100.00| | Bridge Substructure Concrete, Class A | | | 0380 510C051 LUMP| 350000.00000 350000.00| | Bridge Concrete Superstructure, STA. | | | 69+35, APPROX. 618 CU. YDS. | | | 0390 510E000 1889.000 SQYD| 3.00000 5667.00| | Grooving Concrete Bridge Decks | | | 0400 511A001 60.000 EACH| 250.00000 15000.00| | Elastomeric Bearings, Type 2 | | | 0410 513B005 2525.000 LF | 107.45000 271311.25| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0420 524B011 39.000 CUYD| 1350.00000 52650.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0430 530A000 60.000 LF | 15.00000 900.00| | 15" Roadway Pipe (Class 3 R.C.) | | | 0440 535A000 20.000 LF | 15.00000 300.00| | 15" Side Drain Pipe | | | 0450 535A001 64.000 LF | 18.00000 1152.00| | 18" Side Drain Pipe | | | 0460 535A002 36.000 LF | 24.50000 882.00| | 24" Side Drain Pipe | | | 0470 535A003 36.000 LF | 30.00000 1080.00| | 30" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -12 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 600A000 LUMP| 227665.00000 227665.00| | Mobilization | | | 0490 602A000 11.000 EACH| 130.00000 1430.00| | Right Of Way Markers | | | 0500 610C001 2849.000 TON | 17.50000 49857.50| | Loose Riprap, Class 2 | | | 0510 610D000 2072.000 SQYD| 2.00000 4144.00| | Filter Blanket | | | 0520 614A000 8.000 CUYD| 275.00000 2200.00| | Slope Paving | | | 0530 619A001 1.000 EACH| 500.00000 500.00| | 15" Roadway Pipe End Treatment, Class 1 | | | 0540 619A100 2.000 EACH| 500.00000 1000.00| | 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A101 2.000 EACH| 550.00000 1100.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A102 2.000 EACH| 625.00000 1250.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619A103 2.000 EACH| 700.00000 1400.00| | 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0580 620A000 1.000 CUYD| 750.00000 750.00| | Minor Structure Concrete | | | 0590 630A001 450.000 LF | 13.50000 6075.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0600 630C003 4.000 EACH| 1150.00000 4600.00| | Guardrail End Anchor, Type 13 | | | 0610 630C070 4.000 EACH| 1400.00000 5600.00| | Guardrail End Anchor, Type 10 Series | | | 0620 641A512 142.000 LF | 70.00000 9940.00| | 3/4 Inch Copper Water Service Line Laid | | | 0630 641R510 1.000 EACH| 855.00000 855.00| | 3/4 Inch Water Meter And Box Reset | | | 0640 650B000 3757.000 CUYD| 6.00000 22542.00| | Topsoil From Stockpiles | | | 0650 652A056 2.000 ACRE| 500.00000 1000.00| | Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -13 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 652B053 4.000 ACRE| 375.00000 1500.00| | Temporary Seeding (Mix 2AT) | | | 0670 652D054 4.000 ACRE| 475.00000 1900.00| | Seeding In Stubble (Mix 2A) | | | 0680 654A000 15.000 SQYD| 5.00000 75.00| | Solid Sodding | | | 0690 656A000 4.000 ACRE| 500.00000 2000.00| | Mulching, Class A, Type 1 | | | 0700 656A001 2.000 ACRE| 650.00000 1300.00| | Mulching, Class A, Type 2 | | | 0710 665F000 208.000 EACH| 5.00000 1040.00| | Hay Bales | | | 0720 665J000 8046.000 LF | 3.00000 24138.00| | Silt Fence, Type A | | | 0730 680A000 LUMP| 74000.00000 74000.00| | Engineering Controls | | | 0740 701A028 2.000 MILE| 2000.00000 4000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0750 701A046 1.000 MILE| 1000.00000 1000.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0760 701A048 1.000 MILE| 2500.00000 2500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0770 701C000 1.000 MILE| 750.00000 750.00| | Broken Temporary Traffic Stripe | | | 0780 701C001 3.000 MILE| 750.00000 2250.00| | Solid Temporary Traffic Stripe | | | 0790 701D008 1.000 MILE| 1750.00000 1750.00| | Solid Traffic Stripe Removed (Plastic) | | | 0800 701D015 1.000 MILE| 1550.00000 1550.00| | Broken Traffic Stripe Removed (Plastic) | | | 0810 701G125 850.000 LF | 3.88000 3298.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0820 701G129 425.000 LF | 2.55000 1083.75| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -14 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 703A002 24.000 SQFT| 5.00000 120.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0840 703D001 24.000 SQFT| 1.50000 36.00| | Temporary Traffic Control Markings | | | 0850 705A023 71.000 EACH| 5.00000 355.00| | Pavement Markers, Class C, Type 2-D | | | 0860 705A032 13.000 EACH| 5.00000 65.00| | Pavement Markers, Class A-H, Type 1-B | | | 0870 705A037 57.000 EACH| 5.00000 285.00| | Pavement Markers, Class A-H, Type 2-D | | | 0880 707G001 40.000 EACH| 20.00000 800.00| | Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 0890 710A115 22.000 SQFT| 20.00000 440.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0900 710A126 8.000 SQFT| 21.00000 168.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0910 710B001 56.000 LF | 7.75000 434.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0920 726A000 1568.000 LF | 22.00000 34496.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 0930 726A001 20.000 LF | 50.00000 1000.00| | Portable Concrete Safety Barriers, Type | | | 6-A | | | 0940 726D021 2.000 EACH| 10000.00000 20000.00| | Portable Impact AttenuatorAssembly | | | (Bi-directional, TL-2) | | | 0950 740B000 391.000 SQFT| 10.00000 3910.00| | Construction Signs | | | 0960 740D000 90.000 EACH| 72.00000 6480.00| | Channelizing Drums | | | 0970 740E000 100.000 EACH| 15.00000 1500.00| | Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 015 -15 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040220015 COUNTIES : AUTAUGA DALLAS LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 740F002 8.000 EACH| 200.00000 1600.00| | Barricades, Type III | | | 0990 740I005 4.000 EACH| 600.00000 2400.00| | Warning Lights, Type B (Detachable Head | | | 1000 740M001 100.000 EACH| 10.00000 1000.00| | Ballast For Cone | | | 1010 999 000 750.000 HOUR| 0.80000 600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,325,298.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,325,298.30| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20040220020 COUNTIES : CLAY LETTING DATE : 02/20/04 10:00 AM DIVISION : 04 CONTRACT TIME : 80 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1400(209) for constructing the Bridge Replacement (Bridge Culvert) on Salem Road at Lynch Creek southwest of Ashland. Length 0.010 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 152,364.10 100.0000% 2 23044 WARE CONSTRUCTION CO., INC. $ 167,743.00 110.0935% 3 19124 SMITH PAVING, INC. $ 170,789.25 112.0928% 4 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 193,513.00 127.0070% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040220020 COUNTIES : CLAY LETTING DATE : 02/20/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 23044 |( 3 ) 19124 |H & L CONSTRUCTION, INC. |WARE CONSTRUCTION CO., INC. |SMITH PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 12000.00000 12000.00 Removal Of Old Bridge, Station 13+80.11 | | | TO 14+11.74 | | | 0020 214A000 607.000 CUYD| 6.00000 3642.00| 25.00000 15175.00| 12.00000 7284.00 Structure Excavation | | | 0030 214B001 173.000 CUYD| 35.00000 6055.00| 25.00000 4325.00| 32.00000 5536.00 Foundation Backfill, Commercial | | | 0040 502A000 53925.000 LB | 0.60000 32355.00| 0.60000 32355.00| 0.65000 35051.25 Steel Reinforcement | | | 0050 524A010 214.000 CUYD| 400.00000 85600.00| 385.00000 82390.00| 375.00000 80250.00 Culvert Concrete | | | 0060 600A000 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 15000.00000 15000.00 Mobilization | | | 0070 610C001 200.000 TON | 30.00000 6000.00| 28.00000 5600.00| 32.00000 6400.00 Loose Riprap, Class 2 | | | 0080 610D000 208.000 SQYD| 3.95000 821.60| 2.00000 416.00| 4.00000 832.00 Filter Blanket | | | 0090 665F000 100.000 EACH| 10.00000 1000.00| 4.00000 400.00| 7.00000 700.00 Hay Bales | | | 0100 665J000 500.000 LF | 7.50000 3750.00| 8.00000 4000.00| 4.00000 2000.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 1500.00000 1500.00 Engineering Controls | | | 0120 740B000 193.000 SQFT| 8.50000 1640.50| 14.00000 2702.00| 12.00000 2316.00 Construction Signs | | | 0130 740F002 8.000 EACH| 250.00000 2000.00| 285.00000 2280.00| 165.00000 1320.00 Barricades, Type III | | | 0140 740I005 4.000 EACH| 250.00000 1000.00| 150.00000 600.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 152,364.10| $ 167,743.00| $ 170,789.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 152,364.10| $ 167,743.00| $ 170,789.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040220020 COUNTIES : CLAY LETTING DATE : 02/20/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 12000.00000 12000.00| | Removal Of Old Bridge, Station 13+80.11 | | | TO 14+11.74 | | | 0020 214A000 607.000 CUYD| 13.00000 7891.00| | Structure Excavation | | | 0030 214B001 173.000 CUYD| 30.00000 5190.00| | Foundation Backfill, Commercial | | | 0040 502A000 53925.000 LB | 0.88000 47454.00| | Steel Reinforcement | | | 0050 524A010 214.000 CUYD| 400.00000 85600.00| | Culvert Concrete | | | 0060 600A000 LUMP| 12000.00000 12000.00| | Mobilization | | | 0070 610C001 200.000 TON | 30.00000 6000.00| | Loose Riprap, Class 2 | | | 0080 610D000 208.000 SQYD| 6.00000 1248.00| | Filter Blanket | | | 0090 665F000 100.000 EACH| 14.00000 1400.00| | Hay Bales | | | 0100 665J000 500.000 LF | 4.00000 2000.00| | Silt Fence, Type A | | | 0110 680A000 LUMP| 6635.00000 6635.00| | Engineering Controls | | | 0120 740B000 193.000 SQFT| 15.00000 2895.00| | Construction Signs | | | 0130 740F002 8.000 EACH| 225.00000 1800.00| | Barricades, Type III | | | 0140 740I005 4.000 EACH| 350.00000 1400.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 193,513.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 193,513.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20040220023 COUNTIES : COOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1901(201) for constructing the Resurfacing and Traffic Stripe on C.R.#29 from C.R.#41 in Weogufka to the Talladega County line. Length 6.309 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 422,405.16 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 445,494.57 105.4662% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040220023 COUNTIES : COOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 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 405A000 8000.000 GAL | 1.01000 8080.00| 1.86000 14880.00| Tack Coat | | | 0020 424A341 6408.000 TON | 36.18000 231841.44| 25.39000 162699.12| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A344 600.000 TON | 60.89000 36534.00| 85.51000 51306.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424A346 1450.000 TON | 43.88000 63626.00| 41.42000 60059.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424C351 1200.000 TON | 38.13000 45756.00| 35.07000 42084.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 600A000 LUMP| 8632.03000 8632.03| 88577.88000 88577.88| Mobilization | | | 0070 630A001 150.000 LF | 29.20000 4380.00| 27.83000 4174.50| Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C070 4.000 EACH| 1515.35000 6061.40| 1443.75000 5775.00| Guardrail End Anchor, Type 10 Series | | | 0090 701A004 13.000 MILE| 421.01000 5473.13| 315.00000 4095.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0100 701A008 2.000 MILE| 276.98000 553.96| 189.00000 378.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701A012 11.000 MILE| 432.09000 4752.99| 357.00000 3927.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0120 703A000 180.000 SQFT| 1.99000 358.20| 1.05000 189.00| Traffic Control Markings, Class 1, Type | | | A | | | 0130 740B000 276.000 SQFT| 8.21000 2265.96| 8.40000 2318.40| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040220023 COUNTIES : COOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740E000 25.000 EACH| 11.72000 293.00| 8.40000 210.00| Cones (36 Inches High) | | | 0150 740M001 25.000 EACH| 7.91000 197.75| 6.83000 170.75| Ballast For Cone | | | 0160 740O000 1.000 EACH| 3599.30000 3599.30| 4650.92000 4650.92| Pilot Car | | | SECTION TOTALS | $ 422,405.16| $ 445,494.57| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 422,405.16| $ 445,494.57| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20040220025 COUNTIES : DALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-2313(201) for constructing the Resurfacing and Traffic Stripe on C.R.#18 from S.R.#123 in Newton to S.R.#53 (U.S.#231). Length 2.539 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 183,320.38 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 194,235.78 105.9543% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20040220025 COUNTIES : DALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 1300.000 GAL | 2.00000 2600.00| 2.72000 3536.00| Tack Coat | | | 0020 429A221 2860.000 TON | 41.50000 118690.00| 45.79000 130959.40| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0030 429A226 500.000 TON | 41.50000 20750.00| 54.12000 27060.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0040 429B225 50.000 TON | 95.00000 4750.00| 180.00000 9000.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 600A000 LUMP| 17500.00000 17500.00| 4150.00000 4150.00| Mobilization | | | 0060 701A031 5.000 MILE| 1050.00000 5250.00| 1050.00000 5250.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0070 701A035 4.000 MILE| 1180.00000 4720.00| 1180.00000 4720.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701A045 2.000 MILE| 650.00000 1300.00| 650.00000 1300.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701C000 2.000 MILE| 390.00000 780.00| 390.00000 780.00| Broken Temporary Traffic Stripe | | | 0100 701C001 4.000 MILE| 450.00000 1800.00| 450.00000 1800.00| Solid Temporary Traffic Stripe | | | 0110 703A002 216.000 SQFT| 2.00000 432.00| 2.00000 432.00| Traffic Control Markings, Class 2, Type | | | A | | | 0120 703B002 137.000 SQFT| 3.00000 411.00| 3.00000 411.00| Traffic Control Legends, Class 2, Type | | | 0130 703D002 216.000 SQFT| 1.30000 280.80| 1.30000 280.80| Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20040220025 COUNTIES : DALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703E002 137.000 SQFT| 1.30000 178.10| 1.30000 178.10| Temporary Traffic Control Legends | | | (Paint) | | | 0150 705A032 105.000 EACH| 5.00000 525.00| 5.00000 525.00| Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 183.000 EACH| 5.00000 915.00| 5.00000 915.00| Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 246.000 SQFT| 7.88000 1938.48| 7.88000 1938.48| Construction Signs | | | 0180 740O000 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 183,320.38| $ 194,235.78| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 183,320.38| $ 194,235.78| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20040220026 COUNTIES : DEKALB LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2500(207) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#246 over Little Scarham Creek approximately 1 mile southwest of Geraldine. Length 0.007 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19037 SIMPSON BRIDGE COMPANY, INC. $ 101,990.60 100.0000% 2 13004 MILLER & MILLER, INC. $ 121,588.00 119.2149% 3 19124 SMITH PAVING, INC. $ 139,279.00 136.5606% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040220026 COUNTIES : DEKALB LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 13004 |( 3 ) 19124 |SIMPSON BRIDGE COMPANY, INC |MILLER & MILLER, INC. |SMITH PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 214A000 441.000 CUYD| 0.10000 44.10| 23.00000 10143.00| 12.00000 5292.00 Structure Excavation | | | 0020 214B001 100.000 CUYD| 27.75000 2775.00| 25.00000 2500.00| 32.00000 3200.00 Foundation Backfill, Commercial | | | 0030 502A000 30540.000 LB | 0.60000 18324.00| 0.70000 21378.00| 0.65000 19851.00 Steel Reinforcement | | | 0040 524A010 171.000 CUYD| 310.00000 53010.00| 339.00000 57969.00| 450.00000 76950.00 Culvert Concrete | | | 0050 600A000 LUMP| 13000.00000 13000.00| 14593.00000 14593.00| 13000.00000 13000.00 Mobilization | | | 0060 610C001 300.000 TON | 19.50000 5850.00| 18.00000 5400.00| 32.00000 9600.00 Loose Riprap, Class 2 | | | 0070 610D000 340.000 SQYD| 4.00000 1360.00| 2.50000 850.00| 4.00000 1360.00 Filter Blanket | | | 0080 665F000 100.000 EACH| 6.50000 650.00| 6.00000 600.00| 7.00000 700.00 Hay Bales | | | 0090 665J000 650.000 LF | 4.00000 2600.00| 3.50000 2275.00| 4.00000 2600.00 Silt Fence, Type A | | | 0100 680A000 LUMP| 1500.00000 1500.00| 2880.00000 2880.00| 3000.00000 3000.00 Engineering Controls | | | 0110 740B000 109.000 SQFT| 7.50000 817.50| 8.00000 872.00| 14.00000 1526.00 Construction Signs | | | 0120 740F002 8.000 EACH| 170.00000 1360.00| 165.00000 1320.00| 200.00000 1600.00 Barricades, Type III | | | 0130 740I005 4.000 EACH| 175.00000 700.00| 202.00000 808.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 101,990.60| $ 121,588.00| $ 139,279.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 101,990.60| $ 121,588.00| $ 139,279.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20040220027 COUNTIES : ESCAMBIA LETTING DATE : 02/20/04 10:00 AM DIVISION : 09 CONTRACT TIME : 80 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-2708(201) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#18 over Chavers Creek southeast of Foshee. Length 0.224 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 168,779.00 100.0000% 2 20021 C. THORNTON, INC. $ 197,279.80 116.8865% 3 20048 TRIPLE C CONSTRUCTION $ 248,678.04 147.3394% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040220027 COUNTIES : ESCAMBIA LETTING DATE : 02/20/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 20021 |( 3 ) 20048 |H & L CONSTRUCTION, INC. |C. THORNTON, INC. |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 12000.00000 12000.00 Removal Of Old Bridge, Station 10+00.00 | | | 0020 214A000 350.000 CUYD| 5.00000 1750.00| 6.00000 2100.00| 6.50000 2275.00 Structure Excavation | | | 0030 214B001 106.000 CUYD| 40.00000 4240.00| 38.00000 4028.00| 40.00000 4240.00 Foundation Backfill, Commercial | | | 0040 401A000 3044.000 SQYD| 0.65000 1978.60| 0.85000 2587.40| 0.70000 2130.80 Bituminous Treatment A | | | 0050 405A000 87.000 GAL | 3.00000 261.00| 5.00000 435.00| 4.40000 382.80 Tack Coat | | | 0060 429A200 182.000 TON | 47.50000 8645.00| 63.00000 11466.00| 55.00000 10010.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429C201 481.000 TON | 45.00000 21645.00| 57.00000 27417.00| 50.00000 24050.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0080 502A000 34104.000 LB | 0.60000 20462.40| 0.60000 20462.40| 0.61000 20803.44 Steel Reinforcement | | | 0090 524A011 215.000 CUYD| 400.00000 86000.00| 310.00000 66650.00| 625.00000 134375.00 Culvert Concrete (Cast In Place) | | | 0100 600A000 LUMP| 3500.00000 3500.00| 25000.00000 25000.00| 20000.00000 20000.00 Mobilization | | | 0110 610C001 155.000 TON | 35.00000 5425.00| 38.00000 5890.00| 30.00000 4650.00 Loose Riprap, Class 2 | | | 0120 610D000 100.000 SQYD| 3.95000 395.00| 2.50000 250.00| 3.00000 300.00 Filter Blanket | | | 0130 665F000 100.000 EACH| 8.50000 850.00| 5.00000 500.00| 7.00000 700.00 Hay Bales | | | 0140 665J000 200.000 LF | 12.00000 2400.00| 3.75000 750.00| 10.00000 2000.00 Silt Fence, Type A | | | 0150 680A000 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| 3500.00000 3500.00 Engineering Controls | | | 0160 740B000 262.000 SQFT| 8.50000 2227.00| 12.00000 3144.00| 15.50000 4061.00 Construction Signs | | | 0170 740F002 8.000 EACH| 250.00000 2000.00| 375.00000 3000.00| 350.00000 2800.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040220027 COUNTIES : ESCAMBIA LETTING DATE : 02/20/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 20021 |( 3 ) 20048 |H & L CONSTRUCTION, INC. |C. THORNTON, INC. |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740I005 2.000 EACH| 250.00000 500.00| 300.00000 600.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 168,779.00| $ 197,279.80| $ 248,678.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 168,779.00| $ 197,279.80| $ 248,678.04 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20040220028 COUNTIES : GENEVA LETTING DATE : 02/20/04 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3138(200) for constructing the Resurfacing and Traffic Stripe on C.R.#28 from S.R.#103 in Slocomb to the Geneva / Houston county line. Length 6.784 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 647,239.14 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 648,028.83 100.1220% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040220028 COUNTIES : GENEVA LETTING DATE : 02/20/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 82.000 SQYD| 30.00000 2460.00| 46.25000 3792.50| Removing Concrete Driveway | | | 0020 209A000 13.000 EACH| 100.00000 1300.00| 80.77000 1050.01| Mailbox Reset, Single | | | 0030 209A001 1.000 EACH| 150.00000 150.00| 101.48000 101.48| Mailbox Reset, Double | | | 0040 210D020 5750.000 CUYD| 4.10000 23575.00| 6.44000 37030.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0050 212A000 716.000 STA | 29.00000 20764.00| 37.95000 27172.20| Machine Grading Shoulders | | | 0060 405A000 5390.000 GAL | 1.95000 10510.50| 1.83000 9863.70| Tack Coat | | | 0070 429A221 6760.000 TON | 39.65000 268034.00| 41.75000 282230.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 429A226 3192.000 TON | 39.95000 127520.40| 41.00000 130872.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0090 429B233 1969.000 TON | 42.50000 83682.50| 38.80000 76397.20| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0100 600A000 LUMP| 64000.00000 64000.00| 35350.00000 35350.00| Mobilization | | | 0110 652A061 10.000 ACRE| 330.00000 3300.00| 320.00000 3200.00| Seeding (Mix 3E) | | | 0120 656A000 10.000 ACRE| 300.00000 3000.00| 293.00000 2930.00| Mulching, Class A, Type 1 | | | 0130 665F000 30.000 EACH| 10.00000 300.00| 4.00000 120.00| Hay Bales | | | 0140 665J000 100.000 LF | 7.50000 750.00| 5.27000 527.00| Silt Fence, Type A | | | 0150 701A030 14.000 MILE| 750.00000 10500.00| 750.00000 10500.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040220028 COUNTIES : GENEVA LETTING DATE : 02/20/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A034 8.000 MILE| 750.00000 6000.00| 750.00000 6000.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0170 701A044 5.000 MILE| 320.00000 1600.00| 320.00000 1600.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0180 701C000 5.000 MILE| 390.00000 1950.00| 390.00000 1950.00| Broken Temporary Traffic Stripe | | | 0190 701C001 8.000 MILE| 490.00000 3920.00| 490.00000 3920.00| Solid Temporary Traffic Stripe | | | 0200 703A002 1013.000 SQFT| 2.50000 2532.50| 2.50000 2532.50| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703A004 124.000 SQFT| 2.50000 310.00| 2.50000 310.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0220 705A032 170.000 EACH| 5.00000 850.00| 5.00000 850.00| Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 600.000 EACH| 5.00000 3000.00| 5.00000 3000.00| Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 752.000 SQFT| 7.62000 5730.24| 7.62000 5730.24| Construction Signs | | | 0250 740O000 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 647,239.14| $ 648,028.83| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 647,239.14| $ 648,028.83| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20040220030 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 CONTRACT TIME : 320 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4500(208) for constructing the Bridge Replacement and Approaches on Wall Triana Highway at Limestone Creek northwest of Huntsville. Length 0.199 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 932,688.71 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 939,882.89 100.7713% 3 19037 SIMPSON BRIDGE COMPANY, INC. $ 1,110,597.00 119.0748% 4 02088 B & B ENGINEERING & DESIGN $ 1,137,635.80 121.9738% 5 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 1,148,692.69 123.1593% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040220030 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 18036 |( 3 ) 19037 |MILLER & MILLER, INC. |RILEY BRIDGE & ENGINEERING |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 9000.00000 9000.00| 8600.00000 8600.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 Acres) | | | 0020 206A000 LUMP| 8000.00000 8000.00| 6000.00000 6000.00| 109000.00000 109000.00 Removal Of Old Bridge, Station 12+50.00 | | | 0030 206A001 LUMP| 12000.00000 12000.00| 9500.00000 9500.00| 36000.00000 36000.00 Removal Of Old Bridge, Station 13+86.00 | | | 0040 206B000 LUMP| 600.00000 600.00| 3250.00000 3250.00| 1950.00000 1950.00 Removal Of Old Box Culvert, Station | | | 15+45.00 Rt. | | | 0050 210A000 1518.000 CUYD| 10.00000 15180.00| 4.85000 7362.30| 10.25000 15559.50 Unclassified Excavation | | | 0060 210D001 2556.000 CUYD| 14.00000 35784.00| 7.90000 20192.40| 5.00000 12780.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 26.000 CUYD| 22.00000 572.00| 16.00000 416.00| 23.00000 598.00 Structure Excavation | | | 0080 214B001 30.000 CUYD| 12.00000 360.00| 28.00000 840.00| 39.00000 1170.00 Foundation Backfill, Commercial | | | 0090 230A000 8.000 RBST| 500.00000 4000.00| 345.00000 2760.00| 975.00000 7800.00 Roadbed Processing | | | 0100 301A008 2365.000 SQYD| 5.00000 11825.00| 4.46000 10547.90| 4.00000 9460.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0110 401A000 2365.000 SQYD| 0.65000 1537.25| 2.45000 5794.25| 0.45000 1064.25 Bituminous Treatment A | | | 0120 405A000 200.000 GAL | 1.48000 296.00| 2.15000 430.00| 1.15000 230.00 Tack Coat | | | 0130 429A200 126.000 TON | 60.00000 7560.00| 59.00000 7434.00| 54.50000 6867.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429B201 310.000 TON | 45.00000 13950.00| 49.00000 15190.00| 50.00000 15500.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040220030 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 18036 |( 3 ) 19037 |MILLER & MILLER, INC. |RILEY BRIDGE & ENGINEERING |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 429C201 355.000 TON | 43.00000 15265.00| 46.00000 16330.00| 49.00000 17395.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0160 430B000 9.000 TON | 22.00000 198.00| 19.00000 171.00| 43.50000 391.50 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0170 450B000 107.000 SQYD| 60.00000 6420.00| 68.00000 7276.00| 106.00000 11342.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0180 502A000 57978.000 LB | 0.72000 41744.16| 0.58000 33627.24| 0.55000 31887.90 Steel Reinforcement | | | 0190 502B000 LUMP| 53000.00000 53000.00| 46000.00000 46000.00| 51500.00000 51500.00 Steel Reinforcement For Bridge | | | Superstructure, Station 12+35 ( Approx. | | | 83700 Lbs.) | | | 0200 506A005 198.000 LF | 160.00000 31680.00| 190.00000 37620.00| 68.00000 13464.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0210 506B001 156.000 LF | 750.00000 117000.00| 701.00000 109356.00| 576.00000 89856.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0220 506C040 156.000 LF | 94.00000 14664.00| 82.00000 12792.00| 154.00000 24024.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0230 506C041 198.000 LF | 87.00000 17226.00| 82.00000 16236.00| 203.50000 40293.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0240 506G000 14.000 EACH| 200.00000 2800.00| 225.00000 3150.00| 418.00000 5852.00 Crosshole Sonic Logging, 3'-0" Diameter | | | 0250 508A000 7690.000 LB | 2.90000 22301.00| 3.60000 27684.00| 3.70000 28453.00 Structural Steel | | | 0260 510A000 121.000 CUYD| 496.00000 60016.00| 395.00000 47795.00| 489.00000 59169.00 Bridge Substructure Concrete, Class A | | | 0270 510C051 LUMP| 130000.00000 130000.00| 136000.00000 136000.00| 184500.00000 184500.00 Bridge Concrete Superstructure, Station | | | 12+35 (Approx. 323 Cu Yds) | | | 0280 510E000 995.000 SQYD| 2.25000 2238.75| 2.40000 2388.00| 2.50000 2487.50 Grooving Concrete Bridge Decks | | | 0290 511A051 50.000 EACH| 50.00000 2500.00| 75.00000 3750.00| 42.50000 2125.00 Elastomeric Bearing Type 2(Mark B2) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040220030 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 18036 |( 3 ) 19037 |MILLER & MILLER, INC. |RILEY BRIDGE & ENGINEERING |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 513B004 1479.000 LF | 68.00000 100572.00| 65.00000 96135.00| 82.00000 121278.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0310 524A010 25.000 CUYD| 586.50000 14662.50| 440.00000 11000.00| 603.00000 15075.00 Culvert Concrete | | | 0320 600A000 LUMP| 72800.00000 72800.00| 95000.00000 95000.00| 47000.00000 47000.00 Mobilization | | | 0330 602A000 8.000 EACH| 170.00000 1360.00| 150.00000 1200.00| 281.00000 2248.00 Right Of Way Markers | | | 0340 610C001 2565.000 TON | 16.00000 41040.00| 24.00000 61560.00| 16.75000 42963.75 Loose Riprap, Class 2 | | | 0350 610D000 1791.000 SQYD| 1.40000 2507.40| 3.50000 6268.50| 3.50000 6268.50 Filter Blanket | | | 0360 630A001 864.000 LF | 12.25000 10584.00| 13.25000 11448.00| 13.00000 11232.00 Steel Beam Guardrail, Class A, Type 2 | | | 0370 630C001 2.000 EACH| 610.00000 1220.00| 575.00000 1150.00| 550.00000 1100.00 Guardrail End Anchor, Type 8 | | | 0380 630C003 4.000 EACH| 1050.00000 4200.00| 1150.00000 4600.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0390 630C050 4.000 EACH| 1600.00000 6400.00| 1575.00000 6300.00| 1520.00000 6080.00 Guardrail End Anchor, Type 20 Series | | | 0400 650A000 587.000 CUYD| 12.50000 7337.50| 8.90000 5224.30| 14.30000 8394.10 Topsoil | | | 0410 652A053 2.000 ACRE| 600.00000 1200.00| 800.00000 1600.00| 750.00000 1500.00 Seeding (Mix 1E) | | | 0420 654A000 669.000 SQYD| 4.30000 2876.70| 5.00000 3345.00| 5.25000 3512.25 Solid Sodding | | | 0430 656A001 2.000 ACRE| 600.00000 1200.00| 800.00000 1600.00| 725.00000 1450.00 Mulching, Class A, Type 2 | | | 0440 665J000 2136.000 LF | 3.00000 6408.00| 5.00000 10680.00| 6.00000 12816.00 Silt Fence, Type A | | | 0450 680A000 LUMP| 13000.00000 13000.00| 11000.00000 11000.00| 33800.00000 33800.00 Engineering Controls | | | 0460 701A031 1.000 MILE| 1000.00000 1000.00| 1475.00000 1475.00| 1400.00000 1400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0470 701A035 1.000 MILE| 1000.00000 1000.00| 1475.00000 1475.00| 1400.00000 1400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 030 -5 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040220030 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 18036 |( 3 ) 19037 |MILLER & MILLER, INC. |RILEY BRIDGE & ENGINEERING |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 740B000 173.000 SQFT| 7.65000 1323.45| 10.00000 1730.00| 7.75000 1340.75 Construction Signs | | | 0490 740F002 12.000 EACH| 170.00000 2040.00| 500.00000 6000.00| 155.00000 1860.00 Barricades, Type III | | | 0500 740I005 4.000 EACH| 560.00000 2240.00| 650.00000 2600.00| 440.00000 1760.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 932,688.71| $ 939,882.89| $ 1,110,597.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 932,688.71| $ 939,882.89| $ 1,110,597.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 030 -6 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040220030 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 02088 |( 5 ) 03023 |( ) |B & B ENGINEERING & DESIGN |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 Acres) | | | 0020 206A000 LUMP| 12000.00000 12000.00| 5000.00000 5000.00| Removal Of Old Bridge, Station 12+50.00 | | | 0030 206A001 LUMP| 64000.00000 64000.00| 5000.00000 5000.00| Removal Of Old Bridge, Station 13+86.00 | | | 0040 206B000 LUMP| 4000.00000 4000.00| 750.00000 750.00| Removal Of Old Box Culvert, Station | | | 15+45.00 Rt. | | | 0050 210A000 1518.000 CUYD| 10.00000 15180.00| 10.44000 15847.92| Unclassified Excavation | | | 0060 210D001 2556.000 CUYD| 14.00000 35784.00| 8.70000 22237.20| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 26.000 CUYD| 25.00000 650.00| 20.00000 520.00| Structure Excavation | | | 0080 214B001 30.000 CUYD| 30.00000 900.00| 20.00000 600.00| Foundation Backfill, Commercial | | | 0090 230A000 8.000 RBST| 600.00000 4800.00| 580.00000 4640.00| Roadbed Processing | | | 0100 301A008 2365.000 SQYD| 5.00000 11825.00| 5.51000 13031.15| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0110 401A000 2365.000 SQYD| 1.00000 2365.00| 2.32000 5486.80| Bituminous Treatment A | | | 0120 405A000 200.000 GAL | 1.80000 360.00| 3.48000 696.00| Tack Coat | | | 0130 429A200 126.000 TON | 60.00000 7560.00| 69.60000 8769.60| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429B201 310.000 TON | 45.00000 13950.00| 69.60000 21576.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 030 -7 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040220030 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 02088 |( 5 ) 03023 |( ) |B & B ENGINEERING & DESIGN |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 429C201 355.000 TON | 43.00000 15265.00| 69.60000 24708.00| Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0160 430B000 9.000 TON | 30.00000 270.00| 23.20000 208.80| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0170 450B000 107.000 SQYD| 90.00000 9630.00| 67.75000 7249.25| Reinforced Cement Concrete Bridge End | | | Slab | | | 0180 502A000 57978.000 LB | 0.60000 34786.80| 0.65000 37685.70| Steel Reinforcement | | | 0190 502B000 LUMP| 51000.00000 51000.00| 54695.00000 54695.00| Steel Reinforcement For Bridge | | | Superstructure, Station 12+35 ( Approx. | | | 83700 Lbs.) | | | 0200 506A005 198.000 LF | 65.00000 12870.00| 174.00000 34452.00| Drilled Shaft Excavation, 3'-6" Diamete | | | 0210 506B001 156.000 LF | 700.00000 109200.00| 754.00000 117624.00| Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0220 506C040 156.000 LF | 150.00000 23400.00| 92.80000 14476.80| Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0230 506C041 198.000 LF | 200.00000 39600.00| 92.80000 18374.40| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0240 506G000 14.000 EACH| 200.00000 2800.00| 580.00000 8120.00| Crosshole Sonic Logging, 3'-0" Diameter | | | 0250 508A000 7690.000 LB | 4.00000 30760.00| 2.30000 17687.00| Structural Steel | | | 0260 510A000 121.000 CUYD| 425.00000 51425.00| 612.00000 74052.00| Bridge Substructure Concrete, Class A | | | 0270 510C051 LUMP| 170000.00000 170000.00| 181610.00000 181610.00| Bridge Concrete Superstructure, Station | | | 12+35 (Approx. 323 Cu Yds) | | | 0280 510E000 995.000 SQYD| 6.00000 5970.00| 2.33000 2318.35| Grooving Concrete Bridge Decks | | | 0290 511A051 50.000 EACH| 100.00000 5000.00| 97.00000 4850.00| Elastomeric Bearing Type 2(Mark B2) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 030 -8 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040220030 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 02088 |( 5 ) 03023 |( ) |B & B ENGINEERING & DESIGN |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 513B004 1479.000 LF | 80.00000 118320.00| 81.00000 119799.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0310 524A010 25.000 CUYD| 1000.00000 25000.00| 350.00000 8750.00| Culvert Concrete | | | 0320 600A000 LUMP| 73000.00000 73000.00| 180000.00000 180000.00| Mobilization | | | 0330 602A000 8.000 EACH| 200.00000 1600.00| 328.00000 2624.00| Right Of Way Markers | | | 0340 610C001 2565.000 TON | 23.00000 58995.00| 19.50000 50017.50| Loose Riprap, Class 2 | | | 0350 610D000 1791.000 SQYD| 4.00000 7164.00| 3.15000 5641.65| Filter Blanket | | | 0360 630A001 864.000 LF | 15.00000 12960.00| 14.08000 12165.12| Steel Beam Guardrail, Class A, Type 2 | | | 0370 630C001 2.000 EACH| 800.00000 1600.00| 605.00000 1210.00| Guardrail End Anchor, Type 8 | | | 0380 630C003 4.000 EACH| 1500.00000 6000.00| 1210.00000 4840.00| Guardrail End Anchor, Type 13 | | | 0390 630C050 4.000 EACH| 2000.00000 8000.00| 1677.00000 6708.00| Guardrail End Anchor, Type 20 Series | | | 0400 650A000 587.000 CUYD| 14.00000 8218.00| 16.73000 9820.51| Topsoil | | | 0410 652A053 2.000 ACRE| 3000.00000 6000.00| 1160.00000 2320.00| Seeding (Mix 1E) | | | 0420 654A000 669.000 SQYD| 5.00000 3345.00| 3.50000 2341.50| Solid Sodding | | | 0430 656A001 2.000 ACRE| 3000.00000 6000.00| 1160.00000 2320.00| Mulching, Class A, Type 2 | | | 0440 665J000 2136.000 LF | 8.00000 17088.00| 3.50000 7476.00| Silt Fence, Type A | | | 0450 680A000 LUMP| 16000.00000 16000.00| 12000.00000 12000.00| Engineering Controls | | | 0460 701A031 1.000 MILE| 6000.00000 6000.00| 2320.00000 2320.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0470 701A035 1.000 MILE| 7000.00000 7000.00| 2900.00000 2900.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 030 -9 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040220030 COUNTIES : MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 02088 |( 5 ) 03023 |( ) |B & B ENGINEERING & DESIGN |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 740B000 173.000 SQFT| 15.00000 2595.00| 9.28000 1605.44| Construction Signs | | | 0490 740F002 12.000 EACH| 600.00000 7200.00| 186.00000 2232.00| Barricades, Type III | | | 0500 740I005 4.000 EACH| 300.00000 1200.00| 84.00000 336.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,137,635.80| $ 1,148,692.69| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,137,635.80| $ 1,148,692.69| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20040220032 COUNTIES : RANDOLPH LETTING DATE : 02/20/04 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-5618(200) for constructing the Resurfacing and Traffic Stripe on C.R.#431 from C.R.#82 at Morrison Crossroads through Folsom to U.S.#431. Length 5.975 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 414,778.25 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 427,330.41 103.0262% 3 01087 APAC-SOUTHEAST, INC. $ 433,401.79 104.4900% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040220032 COUNTIES : RANDOLPH LETTING DATE : 02/20/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 04013 |( 3 ) 01087 |MCCARTNEY CONSTRUCTION CO., |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 206E019 4.000 EACH| 125.00000 500.00| 143.54000 574.16| 131.25000 525.00 Removing Guardrail End Anchor (Type 10) | | | 0020 305B060 2805.000 TON | 16.50000 46282.50| 18.39000 51583.95| 18.66000 52341.30 Crushed Aggregate, Section 825, for | | | Miscellaneous Use | | | 0030 401B108 69765.000 SQYD| 0.65000 45347.25| 0.73000 50928.45| 0.67000 46742.55 Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 2104.000 GAL | 1.25000 2630.00| 1.05000 2209.20| 2.53000 5323.12 Tack Coat | | | 0050 424A341 5870.000 TON | 38.50000 225995.00| 41.68000 244661.60| 26.83000 157492.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A346 150.000 TON | 45.00000 6750.00| 56.67000 8500.50| 84.08000 12612.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B640 50.000 TON | 75.00000 3750.00| 117.61000 5880.50| 139.37000 6968.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 600A000 LUMP| 32190.00000 32190.00| 5996.12000 5996.12| 96998.10000 96998.10 Mobilization | | | 0090 630C070 4.000 EACH| 1290.00000 5160.00| 1481.32000 5925.28| 1354.50000 5418.00 Guardrail End Anchor, Type 10 Series | | | 0100 701A031 12.000 MILE| 1120.00000 13440.00| 1477.66000 17731.92| 1176.00000 14112.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0110 701A035 6.000 MILE| 1250.00000 7500.00| 1673.91000 10043.46| 1312.50000 7875.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 2.000 MILE| 800.00000 1600.00| 1096.70000 2193.40| 840.00000 1680.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701C000 4.000 MILE| 490.00000 1960.00| 461.77000 1847.08| 514.50000 2058.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040220032 COUNTIES : RANDOLPH LETTING DATE : 02/20/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 04013 |( 3 ) 01087 |MCCARTNEY CONSTRUCTION CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C001 12.000 MILE| 575.00000 6900.00| 565.67000 6788.04| 603.75000 7245.00 Solid Temporary Traffic Stripe | | | 0150 703A002 256.000 SQFT| 5.00000 1280.00| 3.92000 1003.52| 5.25000 1344.00 Traffic Control Markings, Class 2, Type | | | A | | | 0160 705A032 197.000 EACH| 5.50000 1083.50| 6.12000 1205.64| 5.78000 1138.66 Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 592.000 EACH| 5.50000 3256.00| 6.46000 3824.32| 5.78000 3421.76 Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 388.000 SQFT| 13.00000 5044.00| 8.55000 3317.40| 7.90000 3065.20 Construction Signs | | | 0190 740E000 50.000 EACH| 5.00000 250.00| 6.11000 305.50| 10.50000 525.00 Cones (36 Inches High) | | | 0200 740M001 50.000 EACH| 3.50000 175.00| 4.28000 214.00| 8.85000 442.50 Ballast For Cone | | | 0210 740O000 1.000 EACH| 3685.00000 3685.00| 2596.37000 2596.37| 6074.00000 6074.00 Pilot Car | | | SECTION TOTALS | $ 414,778.25| $ 427,330.41| $ 433,401.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 414,778.25| $ 427,330.41| $ 433,401.79 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20040220033 COUNTIES : WALKER LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 CONTRACT TIME : 250 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6400(207) for constructing the Bridge Replacement and Approaches on C.R.#68 (Cedar Lake Road) over Wolf Creek south of Jasper. Length 0.198 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 852,437.84 100.0000% 2 13036 THE MORRIS GROUP, INC. $ 927,449.09 108.7996% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,005,753.18 117.9855% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040220033 COUNTIES : WALKER LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 13036 |( 3 ) 01007 |RILEY BRIDGE & ENGINEERING |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 2500.00000 2500.00| 9000.00000 9000.00| 6400.00000 6400.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3.0 Acres) | | | 0020 206A000 LUMP| 27500.00000 27500.00| 35000.00000 35000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 24+24 | | | 0030 206D000 93.000 LF | 2.00000 186.00| 5.00000 465.00| 2.00000 186.00 Removing Pipe | | | 0040 210A000 1355.000 CUYD| 6.50000 8807.50| 15.00000 20325.00| 6.00000 8130.00 Unclassified Excavation | | | 0050 210D023 4812.000 CUYD| 8.00000 38496.00| 12.50000 60150.00| 7.00000 33684.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0060 214A000 22.000 CUYD| 12.00000 264.00| 100.00000 2200.00| 8.00000 176.00 Structure Excavation | | | 0070 214B000 13.000 CUYD| 29.00000 377.00| 30.00000 390.00| 20.00000 260.00 Foundation Backfill, Local | | | 0080 230A000 9.000 RBST| 375.00000 3375.00| 500.00000 4500.00| 500.00000 4500.00 Roadbed Processing | | | 0090 301A008 1990.000 SQYD| 7.50000 14925.00| 5.00000 9950.00| 7.00000 13930.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0100 401A000 1990.000 SQYD| 0.65000 1293.50| 0.58000 1154.20| 0.65000 1293.50 Bituminous Treatment A | | | 0110 405A000 110.000 GAL | 1.65000 181.50| 1.50000 165.00| 1.22000 134.20 Tack Coat | | | 0120 429A200 148.000 TON | 80.00000 11840.00| 71.93000 10645.64| 56.00000 8288.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 310.000 TON | 55.00000 17050.00| 49.72000 15413.20| 51.00000 15810.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 502A000 44393.000 LB | 0.58000 25747.94| 0.65000 28855.45| 0.65000 28855.45 Steel Reinforcement | | | 0150 502B000 LUMP| 33175.00000 33175.00| 40000.00000 40000.00| 37000.00000 37000.00 Steel Reinforcement For Bridge | | | Superstructure, STATION 23+97.00, | | | APPROX 57197 LBS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040220033 COUNTIES : WALKER LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 13036 |( 3 ) 01007 |RILEY BRIDGE & ENGINEERING |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 506A000 59.000 LF | 87.50000 5162.50| 69.00000 4071.00| 70.00000 4130.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0170 506A008 76.000 LF | 74.50000 5662.00| 58.00000 4408.00| 58.50000 4446.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0180 506B003 32.000 LF | 1865.00000 59680.00| 1474.00000 47168.00| 1500.00000 48000.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0190 506B004 37.000 LF | 1865.00000 69005.00| 1474.00000 54538.00| 1500.00000 55500.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0200 506C042 108.000 LF | 94.00000 10152.00| 80.00000 8640.00| 75.00000 8100.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0210 506C043 96.000 LF | 102.00000 9792.00| 73.00000 7008.00| 81.00000 7776.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0220 506G002 2.000 EACH| 135.00000 270.00| 106.00000 212.00| 105.00000 210.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0230 506G003 4.000 EACH| 135.00000 540.00| 106.00000 424.00| 105.00000 420.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0240 508A000 3850.000 LB | 3.25000 12512.50| 2.00000 7700.00| 4.00000 15400.00 Structural Steel | | | 0250 510A000 139.000 CUYD| 355.00000 49345.00| 450.00000 62550.00| 350.00000 48650.00 Bridge Substructure Concrete, Class A | | | 0260 510C051 LUMP| 94000.00000 94000.00| 180000.00000 180000.00| 200000.00000 200000.00 Bridge Concrete Superstructure, 23+97, | | | 260.8 CU YDS | | | 0270 510E000 662.000 SQYD| 3.20000 2118.40| 3.00000 1986.00| 4.00000 2648.00 Grooving Concrete Bridge Decks | | | 0280 511A051 16.000 EACH| 100.00000 1600.00| 125.00000 2000.00| 400.00000 6400.00 Elastomeric Bearing Type 2(Mark B2) | | | 0290 511A053 10.000 EACH| 130.00000 1300.00| 125.00000 1250.00| 300.00000 3000.00 Elastomeric Bearing Type 2(Mark B4) | | | 0300 513B004 468.000 LF | 127.00000 59436.00| 75.00000 35100.00| 100.00000 46800.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0310 513B017 648.000 LF | 172.00000 111456.00| 155.00000 100440.00| 170.00000 110160.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040220033 COUNTIES : WALKER LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 13036 |( 3 ) 01007 |RILEY BRIDGE & ENGINEERING |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 530A002 40.000 LF | 40.00000 1600.00| 45.00000 1800.00| 35.00000 1400.00 24" Roadway Pipe (Class 3 R.C.) | | | 0330 535A001 40.000 LF | 28.00000 1120.00| 40.00000 1600.00| 25.00000 1000.00 18" Side Drain Pipe | | | 0340 600A000 LUMP| 87000.00000 87000.00| 110000.00000 110000.00| 116400.00000 116400.00 Mobilization | | | 0350 610C001 1220.000 TON | 20.00000 24400.00| 1.00000 1220.00| 24.00000 29280.00 Loose Riprap, Class 2 | | | 0360 610D000 990.000 SQYD| 3.00000 2970.00| 1.00000 990.00| 1.75000 1732.50 Filter Blanket | | | 0370 619A003 2.000 EACH| 800.00000 1600.00| 500.00000 1000.00| 700.00000 1400.00 24" Roadway Pipe End Treatment, Class 1 | | | 0380 619A101 2.000 EACH| 650.00000 1300.00| 475.00000 950.00| 600.00000 1200.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0390 630C003 4.000 EACH| 1100.00000 4400.00| 1125.00000 4500.00| 1125.00000 4500.00 Guardrail End Anchor, Type 13 | | | 0400 630C070 4.000 EACH| 1550.00000 6200.00| 1350.00000 5400.00| 1350.00000 5400.00 Guardrail End Anchor, Type 10 Series | | | 0410 650A000 185.000 CUYD| 8.50000 1572.50| 12.50000 2312.50| 8.00000 1480.00 Topsoil | | | 0420 650B000 381.000 CUYD| 6.50000 2476.50| 12.50000 4762.50| 6.00000 2286.00 Topsoil From Stockpiles | | | 0430 652A053 3.000 ACRE| 800.00000 2400.00| 450.00000 1350.00| 800.00000 2400.00 Seeding (Mix 1E) | | | 0440 656A001 3.000 ACRE| 800.00000 2400.00| 450.00000 1350.00| 700.00000 2100.00 Mulching, Class A, Type 2 | | | 0450 665F000 102.000 EACH| 5.00000 510.00| 6.00000 612.00| 5.00000 510.00 Hay Bales | | | 0460 665I000 50.000 TON | 24.00000 1200.00| 35.00000 1750.00| 30.00000 1500.00 Temporary Riprap, Class 2 | | | 0470 665J000 1964.000 LF | 5.00000 9820.00| 2.65000 5204.60| 5.50000 10802.00 Silt Fence, Type A | | | 0480 680A000 LUMP| 15000.00000 15000.00| 22000.00000 22000.00| 46000.00000 46000.00 Engineering Controls | | | 0490 701A004 1.000 MILE| 825.00000 825.00| 750.00000 750.00| 750.00000 750.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0500 701A012 1.000 MILE| 825.00000 825.00| 750.00000 750.00| 750.00000 750.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040220033 COUNTIES : WALKER LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 13036 |( 3 ) 01007 |RILEY BRIDGE & ENGINEERING |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 740B000 141.000 SQFT| 9.00000 1269.00| 7.00000 987.00| 9.33000 1315.53 Construction Signs | | | 0520 740F002 8.000 EACH| 500.00000 4000.00| 150.00000 1200.00| 200.00000 1600.00 Barricades, Type III | | | 0530 740I005 4.000 EACH| 450.00000 1800.00| 313.00000 1252.00| 415.00000 1660.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 852,437.84| $ 927,449.09| $ 1,005,753.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 852,437.84| $ 927,449.09| $ 1,005,753.18 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20040220034 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 CONTRACT TIME : 140 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6700(209) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#360 at Meadow Creek north of Lynn. Length 0.113 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 249,085.00 100.0000% 2 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 310,702.80 124.7377% 3 19124 SMITH PAVING, INC. $ 332,519.00 133.4962% 4 07048 GLASGOW CONSTRUCTION CO., INC. $ 358,688.25 144.0023% 5 16003 PHILLIPS CONTRACTING CO., INC. $ 359,018.50 144.1349% 6 19074 S & M EQUIPMENT CO., INC. $ 359,807.25 144.4516% 7 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 394,714.50 158.4658% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040220034 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 03023 |( 3 ) 19124 |TRI-COUNTY CONCRETE CONSTRU |B. H. CRAIG CONSTRUCTION CO |SMITH PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 500.00000 500.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 500.00000 500.00| 4500.00000 4500.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 5+61.60 | | | 0030 210A000 288.000 CUYD| 10.00000 2880.00| 3.50000 1008.00| 8.00000 2304.00 Unclassified Excavation | | | 0040 210D021 2448.000 CUYD| 8.00000 19584.00| 7.85000 19216.80| 12.00000 29376.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 640.000 CUYD| 15.00000 9600.00| 5.80000 3712.00| 8.00000 5120.00 Structure Excavation | | | 0060 214B001 313.000 CUYD| 18.50000 5790.50| 25.00000 7825.00| 22.00000 6886.00 Foundation Backfill, Commercial | | | 0070 230A000 6.000 RBST| 200.00000 1200.00| 522.00000 3132.00| 500.00000 3000.00 Roadbed Processing | | | 0080 301A012 1725.000 SQYD| 5.50000 9487.50| 6.45000 11126.25| 9.00000 15525.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1725.000 SQYD| 3.00000 5175.00| 2.00000 3450.00| 1.00000 1725.00 Bituminous Treatment A | | | 0100 430B026 180.000 TON | 17.50000 3150.00| 25.00000 4500.00| 22.00000 3960.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0110 502A000 76875.000 LB | 0.60000 46125.00| 0.65000 49968.75| 0.60000 46125.00 Steel Reinforcement | | | 0120 524A011 399.000 CUYD| 200.00000 79800.00| 263.00000 104937.00| 340.00000 135660.00 Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 5000.00000 5000.00| 30000.00000 30000.00| 25000.00000 25000.00 Mobilization | | | 0140 602A000 11.000 EACH| 50.00000 550.00| 250.00000 2750.00| 150.00000 1650.00 Right Of Way Markers | | | 0150 610C001 824.000 TON | 20.00000 16480.00| 21.00000 17304.00| 22.00000 18128.00 Loose Riprap, Class 2 | | | 0160 610D003 500.000 SQYD| 4.00000 2000.00| 3.50000 1750.00| 4.00000 2000.00 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040220034 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 03023 |( 3 ) 19124 |TRI-COUNTY CONCRETE CONSTRU |B. H. CRAIG CONSTRUCTION CO |SMITH PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 350.000 LF | 46.50000 16275.00| 51.15000 17902.50| 18.00000 6300.00 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C070 4.000 EACH| 1250.00000 5000.00| 1375.00000 5500.00| 1600.00000 6400.00 Guardrail End Anchor, Type 10 Series | | | 0190 636A000 272.000 LF | 4.00000 1088.00| 10.45000 2842.40| 6.00000 1632.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0200 650A000 10.000 CUYD| 12.00000 120.00| 11.60000 116.00| 15.00000 150.00 Topsoil | | | 0210 650B000 60.000 CUYD| 4.00000 240.00| 9.30000 558.00| 5.00000 300.00 Topsoil From Stockpiles | | | 0220 652A053 1.000 ACRE| 750.00000 750.00| 1500.00000 1500.00| 1200.00000 1200.00 Seeding (Mix 1E) | | | 0230 656A000 1.000 ACRE| 750.00000 750.00| 1500.00000 1500.00| 1200.00000 1200.00 Mulching, Class A, Type 1 | | | 0240 665F000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 7.00000 350.00 Hay Bales | | | 0250 665J000 1200.000 LF | 10.00000 12000.00| 4.00000 4800.00| 4.00000 4800.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 800.00000 800.00| 4000.00000 4000.00| 2000.00000 2000.00 Engineering Controls | | | 0270 740B000 134.000 SQFT| 10.00000 1340.00| 8.15000 1092.10| 12.00000 1608.00 Construction Signs | | | 0280 740F002 8.000 EACH| 200.00000 1600.00| 175.00000 1400.00| 165.00000 1320.00 Barricades, Type III | | | 0290 740I005 4.000 EACH| 200.00000 800.00| 203.00000 812.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 249,085.00| $ 310,702.80| $ 332,519.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 249,085.00| $ 310,702.80| $ 332,519.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040220034 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07048 |( 5 ) 16003 |( 6 ) 19074 |GLASGOW CONSTRUCTION CO., I |PHILLIPS CONTRACTING 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 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 5+61.60 | | | 0030 210A000 288.000 CUYD| 12.00000 3456.00| 4.00000 1152.00| 5.00000 1440.00 Unclassified Excavation | | | 0040 210D021 2448.000 CUYD| 12.00000 29376.00| 8.00000 19584.00| 10.00000 24480.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 640.000 CUYD| 40.00000 25600.00| 10.00000 6400.00| 15.00000 9600.00 Structure Excavation | | | 0060 214B001 313.000 CUYD| 20.00000 6260.00| 30.00000 9390.00| 30.00000 9390.00 Foundation Backfill, Commercial | | | 0070 230A000 6.000 RBST| 800.00000 4800.00| 500.00000 3000.00| 350.00000 2100.00 Roadbed Processing | | | 0080 301A012 1725.000 SQYD| 7.00000 12075.00| 6.70000 11557.50| 5.00000 8625.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1725.000 SQYD| 0.65000 1121.25| 1.00000 1725.00| 3.00000 5175.00 Bituminous Treatment A | | | 0100 430B026 180.000 TON | 30.00000 5400.00| 24.00000 4320.00| 20.00000 3600.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0110 502A000 76875.000 LB | 0.60000 46125.00| 0.64000 49200.00| 0.75000 57656.25 Steel Reinforcement | | | 0120 524A011 399.000 CUYD| 325.00000 129675.00| 365.00000 145635.00| 325.00000 129675.00 Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 10000.00000 10000.00| 24000.00000 24000.00| 30000.00000 30000.00 Mobilization | | | 0140 602A000 11.000 EACH| 200.00000 2200.00| 75.00000 825.00| 150.00000 1650.00 Right Of Way Markers | | | 0150 610C001 824.000 TON | 30.00000 24720.00| 30.00000 24720.00| 30.00000 24720.00 Loose Riprap, Class 2 | | | 0160 610D003 500.000 SQYD| 3.00000 1500.00| 3.00000 1500.00| 1.50000 750.00 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040220034 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07048 |( 5 ) 16003 |( 6 ) 19074 |GLASGOW CONSTRUCTION CO., I |PHILLIPS CONTRACTING CO., I |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 350.000 LF | 50.00000 17500.00| 40.00000 14000.00| 25.00000 8750.00 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C070 4.000 EACH| 1300.00000 5200.00| 1250.00000 5000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0190 636A000 272.000 LF | 10.00000 2720.00| 7.50000 2040.00| 7.50000 2040.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0200 650A000 10.000 CUYD| 20.00000 200.00| 20.00000 200.00| 50.00000 500.00 Topsoil | | | 0210 650B000 60.000 CUYD| 12.00000 720.00| 15.00000 900.00| 15.00000 900.00 Topsoil From Stockpiles | | | 0220 652A053 1.000 ACRE| 600.00000 600.00| 2000.00000 2000.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0230 656A000 1.000 ACRE| 600.00000 600.00| 2000.00000 2000.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0240 665F000 50.000 EACH| 10.00000 500.00| 7.00000 350.00| 5.00000 250.00 Hay Bales | | | 0250 665J000 1200.000 LF | 10.00000 12000.00| 5.00000 6000.00| 5.00000 6000.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 13000.00000 13000.00 Engineering Controls | | | 0270 740B000 134.000 SQFT| 10.00000 1340.00| 10.00000 1340.00| 9.00000 1206.00 Construction Signs | | | 0280 740F002 8.000 EACH| 200.00000 1600.00| 210.00000 1680.00| 200.00000 1600.00 Barricades, Type III | | | 0290 740I005 4.000 EACH| 100.00000 400.00| 250.00000 1000.00| 175.00000 700.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 358,688.25| $ 359,018.50| $ 359,807.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 358,688.25| $ 359,018.50| $ 359,807.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 034 -6 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040220034 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 10000.00000 10000.00| | Removal Of Old Bridge, Station 5+61.60 | | | 0030 210A000 288.000 CUYD| 18.00000 5184.00| | Unclassified Excavation | | | 0040 210D021 2448.000 CUYD| 9.00000 22032.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 640.000 CUYD| 24.00000 15360.00| | Structure Excavation | | | 0060 214B001 313.000 CUYD| 24.00000 7512.00| | Foundation Backfill, Commercial | | | 0070 230A000 6.000 RBST| 500.00000 3000.00| | Roadbed Processing | | | 0080 301A012 1725.000 SQYD| 8.00000 13800.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1725.000 SQYD| 2.00000 3450.00| | Bituminous Treatment A | | | 0100 430B026 180.000 TON | 22.00000 3960.00| | Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0110 502A000 76875.000 LB | 0.70000 53812.50| | Steel Reinforcement | | | 0120 524A011 399.000 CUYD| 390.00000 155610.00| | Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 31000.00000 31000.00| | Mobilization | | | 0140 602A000 11.000 EACH| 200.00000 2200.00| | Right Of Way Markers | | | 0150 610C001 824.000 TON | 26.00000 21424.00| | Loose Riprap, Class 2 | | | 0160 610D003 500.000 SQYD| 1.00000 500.00| | Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 034 -7 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040220034 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 350.000 LF | 50.00000 17500.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C070 4.000 EACH| 1800.00000 7200.00| | Guardrail End Anchor, Type 10 Series | | | 0190 636A000 272.000 LF | 4.00000 1088.00| | Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0200 650A000 10.000 CUYD| 13.00000 130.00| | Topsoil | | | 0210 650B000 60.000 CUYD| 9.00000 540.00| | Topsoil From Stockpiles | | | 0220 652A053 1.000 ACRE| 500.00000 500.00| | Seeding (Mix 1E) | | | 0230 656A000 1.000 ACRE| 400.00000 400.00| | Mulching, Class A, Type 1 | | | 0240 665F000 50.000 EACH| 8.00000 400.00| | Hay Bales | | | 0250 665J000 1200.000 LF | 4.00000 4800.00| | Silt Fence, Type A | | | 0260 680A000 LUMP| 7000.00000 7000.00| | Engineering Controls | | | 0270 740B000 134.000 SQFT| 8.00000 1072.00| | Construction Signs | | | 0280 740F002 8.000 EACH| 200.00000 1600.00| | Barricades, Type III | | | 0290 740I005 4.000 EACH| 160.00000 640.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 394,714.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 394,714.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20040220035 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 CONTRACT TIME : 100 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6700(206) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#339 at Splunge Creek west of Lynn. Length 0.139 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 188,586.90 100.0000% 2 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 233,057.76 123.5811% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 250,068.00 132.6009% 4 04060 DENSMORE EXCAVATING, INC. $ 263,997.10 139.9870% 5 16003 PHILLIPS CONTRACTING CO., INC. $ 273,617.16 145.0881% 6 07048 GLASGOW CONSTRUCTION CO., INC. $ 279,878.40 148.4082% 7 19074 S & M EQUIPMENT CO., INC. $ 285,238.50 151.2504% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040220035 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 03023 |( 3 ) 07003 |TRI-COUNTY CONCRETE CONSTRU |B. H. CRAIG CONSTRUCTION CO |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 500.00000 500.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 500.00000 500.00| 4000.00000 4000.00| 2000.00000 2000.00 Removal Of Old Bridge, Station 4+71.20 | | | 0030 210A000 551.000 CUYD| 10.00000 5510.00| 7.71000 4248.21| 15.00000 8265.00 Unclassified Excavation | | | 0040 210D021 2968.000 CUYD| 8.00000 23744.00| 8.41000 24960.88| 8.00000 23744.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 105.000 CUYD| 22.50000 2362.50| 27.85000 2924.25| 22.00000 2310.00 Structure Excavation | | | 0060 214B001 158.000 CUYD| 20.00000 3160.00| 25.00000 3950.00| 22.00000 3476.00 Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 250.00000 2000.00| 522.00000 4176.00| 450.00000 3600.00 Roadbed Processing | | | 0080 301A012 1680.000 SQYD| 5.50000 9240.00| 6.40000 10752.00| 7.00000 11760.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1680.000 SQYD| 3.50000 5880.00| 2.00000 3360.00| 1.70000 2856.00 Bituminous Treatment A | | | 0100 430B026 222.000 TON | 17.50000 3885.00| 25.00000 5550.00| 17.00000 3774.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0110 502A000 51994.000 LB | 0.60000 31196.40| 0.65000 33796.10| 0.50000 25997.00 Steel Reinforcement | | | 0120 524A011 286.000 CUYD| 200.00000 57200.00| 263.00000 75218.00| 325.00000 92950.00 Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 1000.00000 1000.00| 15000.00000 15000.00| 20000.00000 20000.00 Mobilization | | | 0140 602A000 12.000 EACH| 50.00000 600.00| 250.00000 3000.00| 200.00000 2400.00 Right Of Way Markers | | | 0150 610C001 556.000 TON | 17.50000 9730.00| 21.00000 11676.00| 24.00000 13344.00 Loose Riprap, Class 2 | | | 0160 610D003 338.000 SQYD| 3.50000 1183.00| 3.48000 1176.24| 1.00000 338.00 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040220035 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 03023 |( 3 ) 07003 |TRI-COUNTY CONCRETE CONSTRU |B. H. CRAIG CONSTRUCTION CO |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 250.000 LF | 16.00000 4000.00| 17.52000 4380.00| 19.00000 4750.00 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C070 4.000 EACH| 1325.00000 5300.00| 1537.00000 6148.00| 1700.00000 6800.00 Guardrail End Anchor, Type 10 Series | | | 0190 650A000 12.000 CUYD| 7.00000 84.00| 20.00000 240.00| 13.00000 156.00 Topsoil | | | 0200 650B000 88.000 CUYD| 4.00000 352.00| 9.50000 836.00| 7.00000 616.00 Topsoil From Stockpiles | | | 0210 652A053 1.000 ACRE| 750.00000 750.00| 1500.00000 1500.00| 600.00000 600.00 Seeding (Mix 1E) | | | 0220 656A000 1.000 ACRE| 750.00000 750.00| 1500.00000 1500.00| 400.00000 400.00 Mulching, Class A, Type 1 | | | 0230 665F000 50.000 EACH| 10.00000 500.00| 6.00000 300.00| 7.00000 350.00 Hay Bales | | | 0240 665J000 1462.000 LF | 10.00000 14620.00| 3.00000 4386.00| 5.00000 7310.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 800.00000 800.00| 4000.00000 4000.00| 6000.00000 6000.00 Engineering Controls | | | 0260 740B000 134.000 SQFT| 10.00000 1340.00| 8.12000 1088.08| 8.00000 1072.00 Construction Signs | | | 0270 740F002 8.000 EACH| 200.00000 1600.00| 174.00000 1392.00| 175.00000 1400.00 Barricades, Type III | | | 0280 740I005 4.000 EACH| 200.00000 800.00| 125.00000 500.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 188,586.90| $ 233,057.76| $ 250,068.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 188,586.90| $ 233,057.76| $ 250,068.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040220035 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 04060 |( 5 ) 16003 |( 6 ) 07048 |DENSMORE EXCAVATING, INC. |PHILLIPS CONTRACTING CO., I |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 4+71.20 | | | 0030 210A000 551.000 CUYD| 4.00000 2204.00| 4.00000 2204.00| 12.00000 6612.00 Unclassified Excavation | | | 0040 210D021 2968.000 CUYD| 15.00000 44520.00| 8.00000 23744.00| 12.00000 35616.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 105.000 CUYD| 10.00000 1050.00| 10.00000 1050.00| 40.00000 4200.00 Structure Excavation | | | 0060 214B001 158.000 CUYD| 25.00000 3950.00| 30.00000 4740.00| 25.00000 3950.00 Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 800.00000 6400.00| 500.00000 4000.00| 800.00000 6400.00 Roadbed Processing | | | 0080 301A012 1680.000 SQYD| 7.50000 12600.00| 6.70000 11256.00| 7.00000 11760.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1680.000 SQYD| 1.65000 2772.00| 1.00000 1680.00| 0.65000 1092.00 Bituminous Treatment A | | | 0100 430B026 222.000 TON | 15.00000 3330.00| 24.00000 5328.00| 30.00000 6660.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0110 502A000 51994.000 LB | 0.65000 33796.10| 0.64000 33276.16| 0.60000 31196.40 Steel Reinforcement | | | 0120 524A011 286.000 CUYD| 300.00000 85800.00| 365.00000 104390.00| 325.00000 92950.00 Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 10000.00000 10000.00 Mobilization | | | 0140 602A000 12.000 EACH| 200.00000 2400.00| 75.00000 900.00| 200.00000 2400.00 Right Of Way Markers | | | 0150 610C001 556.000 TON | 25.00000 13900.00| 30.00000 16680.00| 30.00000 16680.00 Loose Riprap, Class 2 | | | 0160 610D003 338.000 SQYD| 2.00000 676.00| 3.00000 1014.00| 3.00000 1014.00 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040220035 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 04060 |( 5 ) 16003 |( 6 ) 07048 |DENSMORE EXCAVATING, INC. |PHILLIPS CONTRACTING CO., I |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 250.000 LF | 15.00000 3750.00| 17.50000 4375.00| 16.00000 4000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C070 4.000 EACH| 1600.00000 6400.00| 1350.00000 5400.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0190 650A000 12.000 CUYD| 10.00000 120.00| 20.00000 240.00| 25.00000 300.00 Topsoil | | | 0200 650B000 88.000 CUYD| 8.00000 704.00| 15.00000 1320.00| 15.00000 1320.00 Topsoil From Stockpiles | | | 0210 652A053 1.000 ACRE| 800.00000 800.00| 2000.00000 2000.00| 600.00000 600.00 Seeding (Mix 1E) | | | 0220 656A000 1.000 ACRE| 800.00000 800.00| 2000.00000 2000.00| 600.00000 600.00 Mulching, Class A, Type 1 | | | 0230 665F000 50.000 EACH| 6.00000 300.00| 7.00000 350.00| 10.00000 500.00 Hay Bales | | | 0240 665J000 1462.000 LF | 3.50000 5117.00| 5.00000 7310.00| 10.00000 14620.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 3000.00000 3000.00| 12000.00000 12000.00| 10000.00000 10000.00 Engineering Controls | | | 0260 740B000 134.000 SQFT| 12.00000 1608.00| 10.00000 1340.00| 12.00000 1608.00 Construction Signs | | | 0270 740F002 8.000 EACH| 225.00000 1800.00| 210.00000 1680.00| 200.00000 1600.00 Barricades, Type III | | | 0280 740I005 4.000 EACH| 175.00000 700.00| 210.00000 840.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 263,997.10| $ 273,617.16| $ 279,878.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 263,997.10| $ 273,617.16| $ 279,878.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 035 -6 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040220035 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 19074 |( ) |( ) |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 201A001 LUMP| 3000.00000 3000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 4+71.20 | | | 0030 210A000 551.000 CUYD| 5.00000 2755.00| | Unclassified Excavation | | | 0040 210D021 2968.000 CUYD| 10.00000 29680.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 105.000 CUYD| 15.00000 1575.00| | Structure Excavation | | | 0060 214B001 158.000 CUYD| 30.00000 4740.00| | Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 350.00000 2800.00| | Roadbed Processing | | | 0080 301A012 1680.000 SQYD| 5.00000 8400.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1680.000 SQYD| 1.00000 1680.00| | Bituminous Treatment A | | | 0100 430B026 222.000 TON | 20.00000 4440.00| | Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0110 502A000 51994.000 LB | 0.75000 38995.50| | Steel Reinforcement | | | 0120 524A011 286.000 CUYD| 325.00000 92950.00| | Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 30000.00000 30000.00| | Mobilization | | | 0140 602A000 12.000 EACH| 150.00000 1800.00| | Right Of Way Markers | | | 0150 610C001 556.000 TON | 30.00000 16680.00| | Loose Riprap, Class 2 | | | 0160 610D003 338.000 SQYD| 1.50000 507.00| | Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 035 -7 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040220035 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 250.000 LF | 25.00000 6250.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C070 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 10 Series | | | 0190 650A000 12.000 CUYD| 50.00000 600.00| | Topsoil | | | 0200 650B000 88.000 CUYD| 15.00000 1320.00| | Topsoil From Stockpiles | | | 0210 652A053 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 1E) | | | 0220 656A000 1.000 ACRE| 1000.00000 1000.00| | Mulching, Class A, Type 1 | | | 0230 665F000 50.000 EACH| 5.00000 250.00| | Hay Bales | | | 0240 665J000 1462.000 LF | 5.00000 7310.00| | Silt Fence, Type A | | | 0250 680A000 LUMP| 13000.00000 13000.00| | Engineering Controls | | | 0260 740B000 134.000 SQFT| 9.00000 1206.00| | Construction Signs | | | 0270 740F002 8.000 EACH| 200.00000 1600.00| | Barricades, Type III | | | 0280 740I005 4.000 EACH| 175.00000 700.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 285,238.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 285,238.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 CONTRACT TIME : 240 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPBH-7012(603) for constructing the Traffic Signal Improvements at various intersections on S.R.#3 (U.S.#31) from I-65 to S.R.#261 in Pelham. Length 10.750 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19060 STONE ELECTRIC COMPANY, INC. $ 1,249,204.70 100.0000% 2 20003 TEMPLE ELECTRIC COMPANY, INC. $ 1,384,648.50 110.8424% 3 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 1,523,674.00 121.9715% 4 13098 MASTEC NORTH AMERICA, INC. $ 1,639,996.24 131.2832% 5 07004 GEORGIA ELECTRIC COMPANY $ 1,751,654.22 140.2216% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 19083 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 70000.00000 70000.00| 44000.00000 44000.00| 80000.00000 80000.00 Mobilization | | | 0020 654A000 1200.000 SQYD| 2.00000 2400.00| 5.00000 6000.00| 7.00000 8400.00 Solid Sodding | | | 0030 730A012 LUMP| 531.00000 531.00| 725.00000 725.00| 805.00000 805.00 Removal Of Existing Traffic Control | | | Unit (Partial)( US HWY 31 @ I-65 | | | NORTHBOUND RAMPS) | | | 0040 730A013 LUMP| 308.00000 308.00| 725.00000 725.00| 200.00000 200.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31@ I-65 | | | SOUTHBOUND RAMPS) | | | 0050 730A014 LUMP| 2799.00000 2799.00| 725.00000 725.00| 450.00000 450.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ AL HWY 119 | | | SOUTH / COUNTY | | | 0060 730A015 LUMP| 260.00000 260.00| 725.00000 725.00| 410.00000 410.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ 2ND PLACE N.| | | W.) (SITE 4) | | | 0070 730A016 LUMP| 260.00000 260.00| 725.00000 725.00| 400.00000 400.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ 7TH AVE N. | | | E.) (SITE 5) | | | 0080 730A017 LUMP| 1614.00000 1614.00| 725.00000 725.00| 500.00000 500.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ COUNTY ROAD | | | 66) (SITE 6) | | | 0090 730A018 LUMP| 339.00000 339.00| 725.00000 725.00| 650.00000 650.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ COUNTY ROAD | | | 68 EAST) | | | 0100 730A019 LUMP| 355.00000 355.00| 725.00000 725.00| 500.00000 500.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ WALMART | | | ACCESS) (SITE 8) | | | 0110 730A020 LUMP| 297.00000 297.00| 725.00000 725.00| 750.00000 750.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ COUNTY ROAD | | | 52 EAST) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 19083 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 730A021 LUMP| 2271.00000 2271.00| 725.00000 725.00| 650.00000 650.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ FOOD WORLD | | | PLAZA) (SITE 11) | | | 0130 730A022 LUMP| 397.00000 397.00| 725.00000 725.00| 2315.00000 2315.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ COUNTY ROAD | | | 105) (SITE 12) | | | 0140 730A023 LUMP| 355.00000 355.00| 725.00000 725.00| 100.00000 100.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ CROSS CREEK | | | TRAIL) | | | 0150 730A024 LUMP| 263.00000 263.00| 725.00000 725.00| 100.00000 100.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ CHANDALAR | | | DRIVE) (SITE 14) | | | 0160 730A025 LUMP| 2166.00000 2166.00| 725.00000 725.00| 1250.00000 1250.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ VALLEY | | | ELEMENTARY SCHOOL / | | | 0170 730A026 LUMP| 252.00000 252.00| 725.00000 725.00| 375.00000 375.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ AL HWY | | | 261/COUNTY ROAD 17) | | | 0180 730C000 LUMP| 759.00000 759.00| 1950.00000 1950.00| 3155.00000 3155.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31@ I-65 | | | NORTHBOUND RAMPS) | | | 0190 730C001 LUMP| 685.00000 685.00| 524.00000 524.00| 1851.00000 1851.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ I-65 | | | SOUTHBOUND RAMPS) | | | 0200 730C002 LUMP| 7189.00000 7189.00| 4870.00000 4870.00| 7128.00000 7128.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ AL HWY 119 | | | SOUTH / COUNTY | | | 0210 730C003 LUMP| 830.00000 830.00| 3222.00000 3222.00| 7158.00000 7158.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ 2ND PLACE N. | | | W.) (SITE 4) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 19083 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 730C004 LUMP| 830.00000 830.00| 3222.00000 3222.00| 5855.00000 5855.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ 7TH AVENUE N. | | | E.) (SITE 5) | | | 0230 730C005 LUMP| 4010.00000 4010.00| 4776.00000 4776.00| 5329.00000 5329.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ COUNTY ROAD | | | 66 )(SITE 6) | | | 0240 730C006 LUMP| 1112.00000 1112.00| 1496.00000 1496.00| 3824.00000 3824.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ COUNTY ROAD | | | 68 EAST) | | | 0250 730C007 LUMP| 1145.00000 1145.00| 1229.00000 1229.00| 2547.00000 2547.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ WALMART | | | ACCESS) (SITE 8) | | | 0260 730C008 LUMP| 966.00000 966.00| 978.00000 978.00| 3219.00000 3219.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ COUNTY ROAD | | | 52 EAST) | | | 0270 730C009 LUMP| 5637.00000 5637.00| 4850.00000 4850.00| 5595.00000 5595.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ COUNTY ROAD | | | 52 WEST / WORD | | | 0280 730C010 LUMP| 1166.00000 1166.00| 1582.00000 1582.00| 2792.00000 2792.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ FOOD WORLD | | | PLAZA) (SITE 11) | | | 0290 730C011 LUMP| 1021.00000 1021.00| 3393.00000 3393.00| 7303.00000 7303.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ COUNTY ROAD | | | 105) (SITE 12) | | | 0300 730C012 LUMP| 666.00000 666.00| 1490.00000 1490.00| 3724.00000 3724.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ CROSS CREEK | | | TRAIL)(SITE 13) | | | 0310 730C013 LUMP| 9867.00000 9867.00| 4525.00000 4525.00| 4320.00000 4320.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ CHANDALAR | | | DRIVE) (SITE 14) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 19083 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 730C014 LUMP| 705.00000 705.00| 3141.00000 3141.00| 4273.00000 4273.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ VALLEY | | | ELEMENTARY SCHOOL / | | | 0330 730C015 LUMP| 6735.00000 6735.00| 5623.00000 5623.00| 6758.00000 6758.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ AL HWY 119 | | | NORTH) (SITE 16) | | | 0340 730C100 LUMP| 1947.00000 1947.00| 2284.00000 2284.00| 2910.00000 2910.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ AL HWY 261/ | | | COUNTY ROAD 17) | | | 0350 730C101 LUMP| 5509.00000 5509.00| 3784.00000 3784.00| 5627.00000 5627.00 Furnishing And Installing Traffic | | | Control Unit (ALABAMA HIGHWAY 261 @ | | | COUNTY ROAD 275) | | | 0360 730E000 9.000 EACH| 2000.00000 18000.00| 1250.00000 11250.00| 1200.00000 10800.00 Metal Traffic Signal Pole Foundation | | | 0370 730G001 9.000 EACH| 3268.00000 29412.00| 4200.00000 37800.00| 3325.00000 29925.00 Metal Traffic Signal Strain Pole | | | 0380 730H001 3900.000 LF | 2.50000 9750.00| 3.50000 13650.00| 2.50000 9750.00 Loop Wire | | | 0390 730I001 8560.000 LF | 0.42000 3595.20| 1.00000 8560.00| 1.00000 8560.00 Loop Detector Lead-In-Cable | | | 0400 730J010 120.000 EACH| 165.00000 19800.00| 150.00000 18000.00| 175.00000 21000.00 Vehicle Loop Detector | | | 0410 730K000 10.000 EACH| 264.00000 2640.00| 275.00000 2750.00| 275.00000 2750.00 Traffic Signal Junction Box | | | 0420 730L002 150.000 LF | 3.00000 450.00| 4.00000 600.00| 3.50000 525.00 1", Metallic, Conduit | | | 0430 730L003 185.000 LF | 3.00000 555.00| 4.00000 740.00| 5.00000 925.00 1", Non-Metallic, Conduit | | | 0440 730L005 305.000 LF | 3.50000 1067.50| 4.00000 1220.00| 5.00000 1525.00 2", Non-Metallic, Conduit | | | 0450 730L007 50.000 LF | 4.00000 200.00| 4.00000 200.00| 7.00000 350.00 3", Non-Metallic, Conduit | | | 0460 730N010 2.000 EACH| 750.00000 1500.00| 690.00000 1380.00| 100.00000 200.00 Luminaire Extension Assembly, 12 FT | | | 0470 730P022 95.000 EACH| 780.00000 74100.00| 680.00000 64600.00| 700.00000 66500.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -6 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 19083 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 730P024 14.000 EACH| 1253.00000 17542.00| 1250.00000 17500.00| 1136.00000 15904.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0490 730R022 12.000 EACH| 10935.00000 131220.00| 9600.00000 115200.00| 10250.00000 123000.00 Controller Assembly, Type III, 8 Phase | | | 0500 730R030 1.000 EACH| 13843.00000 13843.00| 12000.00000 12000.00| 12689.00000 12689.00 Controller Assembly, Type III, Master | | | 0510 730T000 3.000 EACH| 444.00000 1332.00| 500.00000 1500.00| 400.00000 1200.00 Wood Pole | | | 0520 730Z000 LUMP| 26497.00000 26497.00| 23000.00000 23000.00| 25000.00000 25000.00 Computer Equipment, Desktop | | | 0530 734A014 62370.000 LF | 0.60000 37422.00| 1.25000 77962.50| 1.50000 93555.00 Cable OSP, Loose Tube, 60F SM | | | 0540 734A100 2975.000 LF | 0.40000 1190.00| 1.00000 2975.00| 1.00000 2975.00 Messenger Wire | | | 0550 734B005 2570.000 LF | 0.30000 771.00| 1.50000 3855.00| 1.00000 2570.00 Drop Cable OSP 6F SM Central Core | | | 0560 734E000 54000.000 LF | 0.56000 30240.00| 0.20000 10800.00| 0.25000 13500.00 Detectable Tape System | | | 0570 734E029 935.000 LF | 3.00000 2805.00| 4.00000 3740.00| 5.00000 4675.00 Conduit PVC Schedule 40 1 1/4 Inch | | | 0580 734E040 1340.000 LF | 4.00000 5360.00| 10.00000 13400.00| 7.00000 9380.00 Conduit Galvanized Rigid Steel 2 Inch | | | 0590 734E100 54300.000 LF | 3.00000 162900.00| 5.50000 298650.00| 6.25000 339375.00 Buried Duct HDPE 2x2 INCH | | | 0600 734F002 18.000 EACH| 552.00000 9936.00| 150.00000 2700.00| 150.00000 2700.00 Distribution Hardware SFDU 12 Fiber | | | 0610 734G002 108.000 EACH| 75.00000 8100.00| 25.00000 2700.00| 33.00000 3564.00 Connector FC Termination SM | | | 0620 734G006 25.000 EACH| 717.00000 17925.00| 700.00000 17500.00| 600.00000 15000.00 Splice Closure, UNDERGRADE (60 F) | | | 0630 734G009 408.000 EACH| 76.00000 31008.00| 36.00000 14688.00| 38.00000 15504.00 Splicing, Fusion | | | 0640 734H015 72.000 EACH| 70.00000 5040.00| 30.00000 2160.00| 30.00000 2160.00 Patch Cord Simplex SM,FC | | | 0650 734J000 146.000 EACH| 671.00000 97966.00| 650.00000 94900.00| 675.00000 98550.00 Commbox F1 | | | 0660 734J001 26.000 EACH| 940.00000 24440.00| 875.00000 22750.00| 890.00000 23140.00 Commbox F2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -7 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 19083 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 740B000 1172.000 SQFT| 14.00000 16408.00| 12.00000 14064.00| 10.00000 11720.00 Construction Signs | | | 0680 740E000 80.000 EACH| 11.00000 880.00| 10.00000 800.00| 12.00000 960.00 Cones (36 Inches High) | | | 0690 740M001 80.000 EACH| 7.50000 600.00| 1.00000 80.00| 8.00000 640.00 Ballast For Cone | | | 0700 741C010 2.000 EACH| 2632.00000 5264.00| 4000.00000 8000.00| 4000.00000 8000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0710 745A000 40.000 HOUR| 35.00000 1400.00| 35.00000 1400.00| 25.00000 1000.00 Uniformed Police Officer | | | 0720 756A028 15120.000 LINF| 20.00000 302400.00| 23.00000 347760.00| 24.00000 362880.00 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | SECTION TOTALS | $ 1,249,204.70| $ 1,384,648.50| $ 1,523,674.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,249,204.70| $ 1,384,648.50| $ 1,523,674.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -8 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 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| 47500.00000 47500.00| 21778.58000 21778.58| Mobilization | | | 0020 654A000 1200.000 SQYD| 10.63000 12756.00| 7.81000 9372.00| Solid Sodding | | | 0030 730A012 LUMP| 2390.00000 2390.00| 913.73000 913.73| Removal Of Existing Traffic Control | | | Unit (Partial)( US HWY 31 @ I-65 | | | NORTHBOUND RAMPS) | | | 0040 730A013 LUMP| 2143.00000 2143.00| 868.05000 868.05| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31@ I-65 | | | SOUTHBOUND RAMPS) | | | 0050 730A014 LUMP| 1154.00000 1154.00| 639.61000 639.61| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ AL HWY 119 | | | SOUTH / COUNTY | | | 0060 730A015 LUMP| 1154.00000 1154.00| 913.73000 913.73| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ 2ND PLACE N.| | | W.) (SITE 4) | | | 0070 730A016 LUMP| 1648.00000 1648.00| 913.73000 913.73| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ 7TH AVE N. | | | E.) (SITE 5) | | | 0080 730A017 LUMP| 1401.00000 1401.00| 1279.23000 1279.23| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ COUNTY ROAD | | | 66) (SITE 6) | | | 0090 730A018 LUMP| 1154.00000 1154.00| 1142.17000 1142.17| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ COUNTY ROAD | | | 68 EAST) | | | 0100 730A019 LUMP| 1154.00000 1154.00| 913.73000 913.73| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ WALMART | | | ACCESS) (SITE 8) | | | 0110 730A020 LUMP| 1814.00000 1814.00| 959.42000 959.42| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ COUNTY ROAD | | | 52 EAST) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -9 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 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 730A021 LUMP| 42.00000 42.00| 1096.48000 1096.48| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ FOOD WORLD | | | PLAZA) (SITE 11) | | | 0130 730A022 LUMP| 2967.00000 2967.00| 1599.03000 1599.03| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ COUNTY ROAD | | | 105) (SITE 12) | | | 0140 730A023 LUMP| 577.00000 577.00| 365.49000 365.49| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ CROSS CREEK | | | TRAIL) | | | 0150 730A024 LUMP| 495.00000 495.00| 365.49000 365.49| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ CHANDALAR | | | DRIVE) (SITE 14) | | | 0160 730A025 LUMP| 1484.00000 1484.00| 1461.97000 1461.97| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ VALLEY | | | ELEMENTARY SCHOOL / | | | 0170 730A026 LUMP| 1154.00000 1154.00| 1005.11000 1005.11| Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 31 @ AL HWY | | | 261/COUNTY ROAD 17) | | | 0180 730C000 LUMP| 6011.00000 6011.00| 2047.72000 2047.72| Furnishing And Installing Traffic | | | Control Unit (US HWY 31@ I-65 | | | NORTHBOUND RAMPS) | | | 0190 730C001 LUMP| 4847.00000 4847.00| 809.00000 809.00| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ I-65 | | | SOUTHBOUND RAMPS) | | | 0200 730C002 LUMP| 9945.00000 9945.00| 5291.62000 5291.62| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ AL HWY 119 | | | SOUTH / COUNTY | | | 0210 730C003 LUMP| 6419.00000 6419.00| 4135.05000 4135.05| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ 2ND PLACE N. | | | W.) (SITE 4) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -10 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 730C004 LUMP| 7087.00000 7087.00| 2744.75000 2744.75| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ 7TH AVENUE N. | | | E.) (SITE 5) | | | 0230 730C005 LUMP| 13061.00000 13061.00| 4214.68000 4214.68| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ COUNTY ROAD | | | 66 )(SITE 6) | | | 0240 730C006 LUMP| 8150.00000 8150.00| 3536.01000 3536.01| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ COUNTY ROAD | | | 68 EAST) | | | 0250 730C007 LUMP| 5600.00000 5600.00| 1405.65000 1405.65| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ WALMART | | | ACCESS) (SITE 8) | | | 0260 730C008 LUMP| 6320.00000 6320.00| 2750.25000 2750.25| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ COUNTY ROAD | | | 52 EAST) | | | 0270 730C009 LUMP| 8450.00000 8450.00| 4425.02000 4425.02| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ COUNTY ROAD | | | 52 WEST / WORD | | | 0280 730C010 LUMP| 5304.00000 5304.00| 1989.44000 1989.44| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ FOOD WORLD | | | PLAZA) (SITE 11) | | | 0290 730C011 LUMP| 7934.00000 7934.00| 3895.35000 3895.35| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ COUNTY ROAD | | | 105) (SITE 12) | | | 0300 730C012 LUMP| 5303.00000 5303.00| 1570.03000 1570.03| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ CROSS CREEK | | | TRAIL)(SITE 13) | | | 0310 730C013 LUMP| 8134.00000 8134.00| 4334.91000 4334.91| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ CHANDALAR | | | DRIVE) (SITE 14) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -11 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 730C014 LUMP| 7349.00000 7349.00| 2889.76000 2889.76| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ VALLEY | | | ELEMENTARY SCHOOL / | | | 0330 730C015 LUMP| 9826.00000 9826.00| 6539.38000 6539.38| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ AL HWY 119 | | | NORTH) (SITE 16) | | | 0340 730C100 LUMP| 5254.50000 5254.50| 1762.57000 1762.57| Furnishing And Installing Traffic | | | Control Unit (US HWY 31 @ AL HWY 261/ | | | COUNTY ROAD 17) | | | 0350 730C101 LUMP| 7719.00000 7719.00| 4382.58000 4382.58| Furnishing And Installing Traffic | | | Control Unit (ALABAMA HIGHWAY 261 @ | | | COUNTY ROAD 275) | | | 0360 730E000 9.000 EACH| 1864.00000 16776.00| 1255.84000 11302.56| Metal Traffic Signal Pole Foundation | | | 0370 730G001 9.000 EACH| 2733.00000 24597.00| 3036.70000 27330.30| Metal Traffic Signal Strain Pole | | | 0380 730H001 3900.000 LF | 4.10000 15990.00| 4.16000 16224.00| Loop Wire | | | 0390 730I001 8560.000 LF | 1.12000 9587.20| 1.30000 11128.00| Loop Detector Lead-In-Cable | | | 0400 730J010 120.000 EACH| 198.00000 23760.00| 151.09000 18130.80| Vehicle Loop Detector | | | 0410 730K000 10.000 EACH| 375.50000 3755.00| 377.83000 3778.30| Traffic Signal Junction Box | | | 0420 730L002 150.000 LF | 7.83000 1174.50| 6.32000 948.00| 1", Metallic, Conduit | | | 0430 730L003 185.000 LF | 6.90000 1276.50| 6.32000 1169.20| 1", Non-Metallic, Conduit | | | 0440 730L005 305.000 LF | 3.95000 1204.75| 4.86000 1482.30| 2", Non-Metallic, Conduit | | | 0450 730L007 50.000 LF | 18.00000 900.00| 5.93000 296.50| 3", Non-Metallic, Conduit | | | 0460 730N010 2.000 EACH| 894.00000 1788.00| 672.76000 1345.52| Luminaire Extension Assembly, 12 FT | | | 0470 730P022 95.000 EACH| 607.00000 57665.00| 652.61000 61997.95| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -12 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 730P024 14.000 EACH| 1022.15000 14310.10| 1120.82000 15691.48| Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0490 730R022 12.000 EACH| 10995.00000 131940.00| 9225.82000 110709.84| Controller Assembly, Type III, 8 Phase | | | 0500 730R030 1.000 EACH| 13786.00000 13786.00| 11745.43000 11745.43| Controller Assembly, Type III, Master | | | 0510 730T000 3.000 EACH| 811.00000 2433.00| 567.21000 1701.63| Wood Pole | | | 0520 730Z000 LUMP| 25495.00000 25495.00| 23903.21000 23903.21| Computer Equipment, Desktop | | | 0530 734A014 62370.000 LF | 1.12000 69854.40| 1.86000 116008.20| Cable OSP, Loose Tube, 60F SM | | | 0540 734A100 2975.000 LF | 2.02000 6009.50| 2.64000 7854.00| Messenger Wire | | | 0550 734B005 2570.000 LF | 0.89000 2287.30| 1.32000 3392.40| Drop Cable OSP 6F SM Central Core | | | 0560 734E000 54000.000 LF | 0.51000 27540.00| 0.58000 31320.00| Detectable Tape System | | | 0570 734E029 935.000 LF | 6.69000 6255.15| 4.56000 4263.60| Conduit PVC Schedule 40 1 1/4 Inch | | | 0580 734E040 1340.000 LF | 28.70000 38458.00| 12.44000 16669.60| Conduit Galvanized Rigid Steel 2 Inch | | | 0590 734E100 54300.000 LF | 4.90000 266070.00| 11.50000 624450.00| Buried Duct HDPE 2x2 INCH | | | 0600 734F002 18.000 EACH| 320.50000 5769.00| 1020.13000 18362.34| Distribution Hardware SFDU 12 Fiber | | | 0610 734G002 108.000 EACH| 162.20000 17517.60| 39.99000 4318.92| Connector FC Termination SM | | | 0620 734G006 25.000 EACH| 765.50000 19137.50| 919.92000 22998.00| Splice Closure, UNDERGRADE (60 F) | | | 0630 734G009 408.000 EACH| 48.00000 19584.00| 45.98000 18759.84| Splicing, Fusion | | | 0640 734H015 72.000 EACH| 100.40000 7228.80| 51.41000 3701.52| Patch Cord Simplex SM,FC | | | 0650 734J000 146.000 EACH| 576.00000 84096.00| 803.61000 117327.06| Commbox F1 | | | 0660 734J001 26.000 EACH| 911.70000 23704.20| 1093.19000 28422.94| Commbox F2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 036 -13 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040220036 COUNTIES : SHELBY LETTING DATE : 02/20/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 740B000 1172.000 SQFT| 19.22000 22525.84| 9.68000 11344.96| Construction Signs | | | 0680 740E000 80.000 EACH| 25.20000 2016.00| 11.19000 895.20| Cones (36 Inches High) | | | 0690 740M001 80.000 EACH| 12.50000 1000.00| 7.56000 604.80| Ballast For Cone | | | 0700 741C010 2.000 EACH| 6271.00000 12542.00| 5444.65000 10889.30| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0710 745A000 40.000 HOUR| 48.00000 1920.00| 31.46000 1258.40| Uniformed Police Officer | | | 0720 756A028 15120.000 LINF| 29.52000 446342.40| 18.89000 285616.80| 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | SECTION TOTALS | $ 1,639,996.24| $ 1,751,654.22| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,639,996.24| $ 1,751,654.22| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20040220037 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : STPBH-7026(600) for constructing the Traffic Signal Improvements at various intersections on Lakeshore Parkway (C.R.#2303) from West Oxmoor Road (C.R.#95) to Green Springs Highway (S.R.#149) in Homewood. Length 2.140 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19060 STONE ELECTRIC COMPANY, INC. $ 430,911.60 100.0000% 2 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 448,099.50 103.9887% 3 20003 TEMPLE ELECTRIC COMPANY, INC. $ 459,180.00 106.5601% 4 07004 GEORGIA ELECTRIC COMPANY $ 459,909.36 106.7294% 5 13098 MASTEC NORTH AMERICA, INC. $ 530,281.32 123.0603% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040220037 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( 3 ) 20003 |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON |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| 50000.00000 50000.00| 31110.00000 31110.00| 38000.00000 38000.00 Mobilization | | | 0020 654A000 1200.000 SQYD| 2.00000 2400.00| 6.50000 7800.00| 6.00000 7200.00 Solid Sodding | | | 0030 730A012 LUMP| 604.00000 604.00| 500.00000 500.00| 426.00000 426.00 Removal Of Existing Traffic Control | | | Unit (Partial)( Lakeshore Pkwy. at W. | | | Oxmoor Rd.) | | | 0040 730A013 LUMP| 365.00000 365.00| 450.00000 450.00| 408.00000 408.00 Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at John | | | Carroll Dr.) | | | 0050 730A014 LUMP| 1295.00000 1295.00| 800.00000 800.00| 610.00000 610.00 Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at | | | Wildwood Cir.) | | | 0060 730A015 LUMP| 1098.00000 1098.00| 600.00000 600.00| 610.00000 610.00 Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at | | | Wildwood Pkwy.) | | | 0070 730A016 LUMP| 359.00000 359.00| 1200.00000 1200.00| 1020.00000 1020.00 Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at I-65 | | | SB | | | 0080 730A017 LUMP| 267.00000 267.00| 550.00000 550.00| 600.00000 600.00 Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at I-65 | | | NB | | | 0090 730A018 LUMP| 441.00000 441.00| 650.00000 650.00| 742.00000 742.00 Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at | | | Green Springs | | | 0100 730C000 LUMP| 943.00000 943.00| 2750.00000 2750.00| 500.00000 500.00 Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at W. | | | Oxmoor Rd.) | | | 0110 730C001 LUMP| 569.00000 569.00| 2020.00000 2020.00| 220.00000 220.00 Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at John | | | Carroll Dr.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040220037 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( 3 ) 20003 |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 730C002 LUMP| 3377.00000 3377.00| 4200.00000 4200.00| 1715.00000 1715.00 Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at | | | Wildwood Cir.) | | | 0130 730C003 LUMP| 3095.00000 3095.00| 4200.00000 4200.00| 975.00000 975.00 Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at | | | Wildwood Pkwy) | | | 0140 730C004 LUMP| 597.00000 597.00| 6845.00000 6845.00| 4300.00000 4300.00 Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at I-65 SB| | | 0150 730C005 LUMP| 465.00000 465.00| 1780.00000 1780.00| 1480.00000 1480.00 Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at I-65 NB| | | 0160 730C006 LUMP| 7430.00000 7430.00| 2560.00000 2560.00| 750.00000 750.00 Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at Green | | | Springs | | | 0170 730E000 1.000 EACH| 2000.00000 2000.00| 1600.00000 1600.00| 1800.00000 1800.00 Metal Traffic Signal Pole Foundation | | | 0180 730G001 1.000 EACH| 4460.00000 4460.00| 4732.00000 4732.00| 4500.00000 4500.00 Metal Traffic Signal Strain Pole | | | 0190 730H001 925.000 LF | 2.60000 2405.00| 2.50000 2312.50| 3.50000 3237.50 Loop Wire | | | 0200 730I001 2600.000 LF | 0.42000 1092.00| 1.25000 3250.00| 1.00000 2600.00 Loop Detector Lead-In-Cable | | | 0210 730J010 83.000 EACH| 168.00000 13944.00| 150.00000 12450.00| 150.00000 12450.00 Vehicle Loop Detector | | | 0220 730K000 3.000 EACH| 264.00000 792.00| 320.00000 960.00| 275.00000 825.00 Traffic Signal Junction Box | | | 0230 730L003 50.000 LF | 3.00000 150.00| 4.00000 200.00| 4.00000 200.00 1", Non-Metallic, Conduit | | | 0240 730L005 1310.000 LF | 3.50000 4585.00| 5.00000 6550.00| 4.00000 5240.00 2", Non-Metallic, Conduit | | | 0250 730M021 6900.000 LF | 0.75000 5175.00| 1.00000 6900.00| 3.50000 24150.00 Interconnect Cable, Aerial Lashed, #19 | | | AWG, 6 Pair, REA PE- 22 | | | 0260 730N010 1.000 EACH| 750.00000 750.00| 150.00000 150.00| 690.00000 690.00 Luminaire Extension Assembly, 12 Ft. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040220037 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( 3 ) 20003 |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 730P022 84.000 EACH| 781.00000 65604.00| 707.00000 59388.00| 690.00000 57960.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0280 730P023 3.000 EACH| 1113.00000 3339.00| 985.00000 2955.00| 890.00000 2670.00 Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 0290 730Q011 4.000 EACH| 712.00000 2848.00| 620.00000 2480.00| 690.00000 2760.00 Pedestrian Signal Head, Type LED | | | 0300 730R022 4.000 EACH| 10233.00000 40932.00| 9367.00000 37468.00| 8900.00000 35600.00 Controller Assembly, Type III, 8 Phase | | | 0310 730R030 1.000 EACH| 13683.00000 13683.00| 12530.00000 12530.00| 11850.00000 11850.00 Controller Assembly, Type III, Master | | | 0320 730R052 2.000 EACH| 12568.00000 25136.00| 10828.00000 21656.00| 10850.00000 21700.00 Controller Assembly, 170, 8 Phase | | | 0330 730Z000 LUMP| 33184.00000 33184.00| 29453.00000 29453.00| 27000.00000 27000.00 Computer Equipment, Desktop | | | 0340 734A012 11710.000 LF | 0.50000 5855.00| 1.00000 11710.00| 1.35000 15808.50 Cable OSP, Loose Tube, 36F SM | | | 0350 734B005 980.000 LF | 0.30000 294.00| 1.25000 1225.00| 1.35000 1323.00 Drop Cable OSP 6F SM Central Core | | | 0360 734E000 10760.000 LF | 0.56000 6025.60| 0.25000 2690.00| 0.20000 2152.00 Detectable Tape System | | | 0370 734E040 200.000 LF | 4.00000 800.00| 8.00000 1600.00| 14.00000 2800.00 Conduit Galvanized Rigid Steel 2 Inch | | | 0380 734E100 10660.000 LF | 3.50000 37310.00| 6.25000 66625.00| 7.50000 79950.00 Buried Duct HDPE 2x2 INCH | | | 0390 734F002 7.000 EACH| 552.00000 3864.00| 125.00000 875.00| 220.00000 1540.00 Distribution Hardware SFDU 12 Fiber | | | 0400 734G002 42.000 EACH| 123.00000 5166.00| 35.00000 1470.00| 35.00000 1470.00 Connector FC Termination SM | | | 0410 734G006 8.000 EACH| 717.00000 5736.00| 700.00000 5600.00| 650.00000 5200.00 Splice Closure, Undergrade (36 Fiber) | | | 0420 734G009 82.000 EACH| 76.00000 6232.00| 35.00000 2870.00| 45.00000 3690.00 Splicing, Fusion | | | 0430 734H015 28.000 EACH| 70.00000 1960.00| 35.00000 980.00| 30.00000 840.00 Patch Cord Simplex SM,FC | | | 0440 734J000 13.000 EACH| 671.00000 8723.00| 675.00000 8775.00| 650.00000 8450.00 Commbox F1 | | | 0450 734J001 7.000 EACH| 940.00000 6580.00| 890.00000 6230.00| 1000.00000 7000.00 Commbox F2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040220037 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( 3 ) 20003 |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 734J004 1.000 EACH| 1000.00000 1000.00| 650.00000 650.00| 2000.00000 2000.00 Pull Box (36 In X 36 In X 24 In) Alum | | | 0470 740B000 924.000 SQFT| 14.00000 12936.00| 15.00000 13860.00| 12.00000 11088.00 Construction Signs | | | 0480 740E000 80.000 EACH| 11.00000 880.00| 14.00000 1120.00| 10.00000 800.00 Cones (36 Inches High) | | | 0490 740M001 80.000 EACH| 7.50000 600.00| 10.00000 800.00| 1.00000 80.00 Ballast For Cone | | | 0500 741C010 2.000 EACH| 2633.00000 5266.00| 5300.00000 10600.00| 2500.00000 5000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0510 745A000 20.000 HOUR| 35.00000 700.00| 40.00000 800.00| 35.00000 700.00 Uniformed Police Officer | | | 0520 756A028 1380.000 LINF| 20.00000 27600.00| 26.50000 36570.00| 25.00000 34500.00 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | SECTION TOTALS | $ 430,911.60| $ 448,099.50| $ 459,180.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 430,911.60| $ 448,099.50| $ 459,180.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 037 -6 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040220037 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( 5 ) 13098 |( ) |GEORGIA ELECTRIC COMPANY |MASTEC NORTH AMERICA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 18269.81000 18269.81| 22871.00000 22871.00| Mobilization | | | 0020 654A000 1200.000 SQYD| 5.21000 6252.00| 11.16000 13392.00| Solid Sodding | | | 0030 730A012 LUMP| 773.38000 773.38| 1472.00000 1472.00| Removal Of Existing Traffic Control | | | Unit (Partial)( Lakeshore Pkwy. at W. | | | Oxmoor Rd.) | | | 0040 730A013 LUMP| 636.90000 636.90| 1212.00000 1212.00| Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at John | | | Carroll Dr.) | | | 0050 730A014 LUMP| 1091.83000 1091.83| 1904.00000 1904.00| Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at | | | Wildwood Cir.) | | | 0060 730A015 LUMP| 864.37000 864.37| 1644.00000 1644.00| Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at | | | Wildwood Pkwy.) | | | 0070 730A016 LUMP| 1455.78000 1455.78| 1990.00000 1990.00| Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at I-65 | | | SB | | | 0080 730A017 LUMP| 591.41000 591.41| 1125.00000 1125.00| Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at I-65 | | | NB | | | 0090 730A018 LUMP| 864.37000 864.37| 1644.00000 1644.00| Removal Of Existing Traffic Control | | | Unit (Partial) (Lakeshore Pkwy. at | | | Green Springs | | | 0100 730C000 LUMP| 1936.60000 1936.60| 4921.00000 4921.00| Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at W. | | | Oxmoor Rd.) | | | 0110 730C001 LUMP| 1755.11000 1755.11| 4506.00000 4506.00| Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at John | | | Carroll Dr.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 037 -7 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040220037 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( 5 ) 13098 |( ) |GEORGIA ELECTRIC COMPANY |MASTEC NORTH AMERICA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 730C002 LUMP| 3238.98000 3238.98| 6471.00000 6471.00| Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at | | | Wildwood Cir.) | | | 0130 730C003 LUMP| 2517.60000 2517.60| 6113.00000 6113.00| Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at | | | Wildwood Pkwy) | | | 0140 730C004 LUMP| 3704.42000 3704.42| 6807.00000 6807.00| Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at I-65 SB| | | 0150 730C005 LUMP| 1411.49000 1411.49| 4377.00000 4377.00| Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at I-65 NB| | | 0160 730C006 LUMP| 1881.91000 1881.91| 6149.00000 6149.00| Furnishing And Installing Traffic | | | Control Unit (Lakeshore Pkwy. at Green | | | Springs | | | 0170 730E000 1.000 EACH| 1064.57000 1064.57| 2005.00000 2005.00| Metal Traffic Signal Pole Foundation | | | 0180 730G001 1.000 EACH| 4477.68000 4477.68| 3878.00000 3878.00| Metal Traffic Signal Strain Pole | | | 0190 730H001 925.000 LF | 6.14000 5679.50| 3.87000 3579.75| Loop Wire | | | 0200 730I001 2600.000 LF | 1.70000 4420.00| 0.81000 2106.00| Loop Detector Lead-In-Cable | | | 0210 730J010 83.000 EACH| 151.00000 12533.00| 208.00000 17264.00| Vehicle Loop Detector | | | 0220 730K000 3.000 EACH| 477.43000 1432.29| 403.00000 1209.00| Traffic Signal Junction Box | | | 0230 730L003 50.000 LF | 4.32000 216.00| 3.50000 175.00| 1", Non-Metallic, Conduit | | | 0240 730L005 1310.000 LF | 4.77000 6248.70| 1.87000 2449.70| 2", Non-Metallic, Conduit | | | 0250 730M021 6900.000 LF | 2.49000 17181.00| 1.11000 7659.00| Interconnect Cable, Aerial Lashed, #19 | | | AWG, 6 Pair, REA PE- 22 | | | 0260 730N010 1.000 EACH| 398.55000 398.55| 1295.00000 1295.00| Luminaire Extension Assembly, 12 Ft. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 037 -8 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040220037 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( 5 ) 13098 |( ) |GEORGIA ELECTRIC COMPANY |MASTEC NORTH AMERICA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 730P022 84.000 EACH| 626.74000 52646.16| 634.00000 53256.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0280 730P023 3.000 EACH| 911.43000 2734.29| 947.00000 2841.00| Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 0290 730Q011 4.000 EACH| 729.58000 2918.32| 808.00000 3232.00| Pedestrian Signal Head, Type LED | | | 0300 730R022 4.000 EACH| 9075.62000 36302.48| 9940.00000 39760.00| Controller Assembly, Type III, 8 Phase | | | 0310 730R030 1.000 EACH| 12503.33000 12503.33| 13187.00000 13187.00| Controller Assembly, Type III, Master | | | 0320 730R052 2.000 EACH| 11087.72000 22175.44| 12009.00000 24018.00| Controller Assembly, 170, 8 Phase | | | 0330 730Z000 LUMP| 27684.21000 27684.21| 30970.00000 30970.00| Computer Equipment, Desktop | | | 0340 734A012 11710.000 LF | 1.52000 17799.20| 0.80000 9368.00| Cable OSP, Loose Tube, 36F SM | | | 0350 734B005 980.000 LF | 1.32000 1293.60| 0.89000 872.20| Drop Cable OSP 6F SM Central Core | | | 0360 734E000 10760.000 LF | 0.50000 5380.00| 0.54000 5810.40| Detectable Tape System | | | 0370 734E040 200.000 LF | 17.06000 3412.00| 29.46000 5892.00| Conduit Galvanized Rigid Steel 2 Inch | | | 0380 734E100 10660.000 LF | 7.02000 74833.20| 6.19000 65985.40| Buried Duct HDPE 2x2 INCH | | | 0390 734F002 7.000 EACH| 1403.79000 9826.53| 399.37000 2795.59| Distribution Hardware SFDU 12 Fiber | | | 0400 734G002 42.000 EACH| 47.25000 1984.50| 170.24000 7150.08| Connector FC Termination SM | | | 0410 734G006 8.000 EACH| 868.99000 6951.92| 804.00000 6432.00| Splice Closure, Undergrade (36 Fiber) | | | 0420 734G009 82.000 EACH| 45.98000 3770.36| 50.40000 4132.80| Splicing, Fusion | | | 0430 734H015 28.000 EACH| 51.41000 1439.48| 105.50000 2954.00| Patch Cord Simplex SM,FC | | | 0440 734J000 13.000 EACH| 808.47000 10510.11| 470.00000 6110.00| Commbox F1 | | | 0450 734J001 7.000 EACH| 1052.93000 7370.51| 974.00000 6818.00| Commbox F2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 037 -9 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040220037 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( 5 ) 13098 |( ) |GEORGIA ELECTRIC COMPANY |MASTEC NORTH AMERICA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 734J004 1.000 EACH| 999.15000 999.15| 713.00000 713.00| Pull Box (36 In X 36 In X 24 In) Alum | | | 0470 740B000 924.000 SQFT| 16.77000 15495.48| 34.05000 31462.20| Construction Signs | | | 0480 740E000 80.000 EACH| 21.78000 1742.40| 26.50000 2120.00| Cones (36 Inches High) | | | 0490 740M001 80.000 EACH| 9.68000 774.40| 13.50000 1080.00| Ballast For Cone | | | 0500 741C010 2.000 EACH| 4234.72000 8469.44| 6585.00000 13170.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0510 745A000 20.000 HOUR| 31.46000 629.20| 51.00000 1020.00| Uniformed Police Officer | | | 0520 756A028 1380.000 LINF| 21.28000 29366.40| 44.14000 60913.20| 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | SECTION TOTALS | $ 459,909.36| $ 530,281.32| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 459,909.36| $ 530,281.32| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20040220050 COUNTIES : CHEROKEE LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-105-025-401 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#25 (U.S.#411) from the Centre Bypass (S.R.#68) to the Georgia state line. Length 17.900 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 2,036,155.35 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 2,193,583.54 107.7316% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040220050 COUNTIES : CHEROKEE LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 100.000 SQYD| 9.00000 900.00| 25.00000 2500.00| Removing Concrete Driveway | | | 0020 209A000 13.000 EACH| 90.00000 1170.00| 10.00000 130.00| Mailbox Reset, Single | | | 0030 401B108 3474.000 SQYD| 1.75000 6079.50| 2.93000 10178.82| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 11166.000 GAL | 1.10000 12282.60| 1.10000 12282.60| Tack Coat | | | 0050 408A051 253753.000 SQYD| 0.55000 139564.15| 0.85000 215690.05| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 408A052 76033.000 SQYD| 1.00000 76033.00| 0.85000 64628.05| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 408A053 5000.000 SQYD| 3.50000 17500.00| 2.00000 10000.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0080 424A361 30700.000 TON | 37.00000 1135900.00| 40.63000 1247341.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B659 825.000 TON | 45.00000 37125.00| 49.00000 40425.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B662 6023.000 TON | 35.00000 210805.00| 37.80000 227669.40| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B040 2489.000 TON | 17.00000 42313.00| 15.00000 37335.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0120 600A000 LUMP| 146750.00000 146750.00| 126076.00000 126076.00| Mobilization | | | 0130 665F000 50.000 EACH| 14.50000 725.00| 2.00000 100.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040220050 COUNTIES : CHEROKEE LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 150.000 LF | 4.50000 675.00| 2.00000 300.00| Silt Fence, Type A | | | 0150 701A028 36.000 MILE| 1480.00000 53280.00| 1494.80000 53812.80| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A032 21.000 MILE| 1480.00000 31080.00| 1494.80000 31390.80| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A041 5.000 MILE| 980.00000 4900.00| 989.80000 4949.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A046 17.000 MILE| 980.00000 16660.00| 989.80000 16826.60| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 1847.000 LF | 0.80000 1477.60| 0.81000 1496.07| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 22.000 MILE| 450.00000 9900.00| 454.50000 9999.00| Broken Temporary Traffic Stripe | | | 0210 701C001 33.000 MILE| 550.00000 18150.00| 555.50000 18331.50| Solid Temporary Traffic Stripe | | | 0220 703A002 1743.000 SQFT| 2.25000 3921.75| 2.27000 3956.61| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 339.000 SQFT| 3.25000 1101.75| 3.28000 1111.92| Traffic Control Legends, Class 2, Type | | | 0240 705A030 22.000 EACH| 5.25000 115.50| 5.30000 116.60| Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 312.000 EACH| 5.25000 1638.00| 5.30000 1653.60| Pavement Markers, Class A-H, Type 1-A | | | 0260 705A032 656.000 EACH| 5.25000 3444.00| 5.30000 3476.80| Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 1178.000 EACH| 5.25000 6184.50| 5.30000 6243.40| Pavement Markers, Class A-H, Type 2-D | | | 0280 730H001 8400.000 LF | 3.00000 25200.00| 3.00000 25200.00| Loop Wire | | | 0290 730I001 9500.000 LF | 0.30000 2850.00| 0.30000 2850.00| Loop Detector Lead-In-Cable | | | 0300 730K000 6.000 EACH| 250.00000 1500.00| 250.00000 1500.00| Traffic Signal Junction Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 050 -4 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040220050 COUNTIES : CHEROKEE LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740B000 1068.000 SQFT| 15.00000 16020.00| 7.69000 8212.92| Construction Signs | | | 0320 740D000 200.000 EACH| 35.00000 7000.00| 15.00000 3000.00| Channelizing Drums | | | 0330 740E000 200.000 EACH| 6.00000 1200.00| 6.00000 1200.00| Cones (36 Inches High) | | | 0340 740M001 200.000 EACH| 3.50000 700.00| 3.00000 600.00| Ballast For Cone | | | 0350 741C010 2.000 EACH| 1005.00000 2010.00| 1500.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,036,155.35| $ 2,193,583.54| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,036,155.35| $ 2,193,583.54| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20040220051 COUNTIES : LIMESTONE LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-421-002-401 for constructing the Planing, Resurfacing, and Traffic Stripe on U.S.#72 (S.R.#2) from M.P.74.62 (Grace Street) to M.P. 81.40 in the city of Athens. Length 6.426 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 916,468.65 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 938,511.86 102.4052% 3 02035 BURGREEN CONTRACTING COMPANY, INC. $ 1,128,796.80 123.1681% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040220051 COUNTIES : LIMESTONE LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 02035 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |BURGREEN CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 6513.000 GAL | 1.05000 6838.65| 1.36000 8857.68| 1.00000 6513.00 Tack Coat | | | 0020 408A052 217022.000 SQYD| 0.42000 91149.24| 0.41000 88979.02| 0.80000 173617.60 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A054 150.000 SQYD| 0.42000 63.00| 2.49000 373.50| 4.50000 675.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0040 424A361 17908.000 TON | 34.42000 616393.36| 33.45000 599022.60| 36.50000 653642.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424B660 25.000 TON | 33.05000 826.25| 37.23000 930.75| 55.00000 1375.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 600A000 LUMP| 10437.50000 10437.50| 43057.16000 43057.16| 69000.00000 69000.00 Mobilization | | | 0070 701A028 10.000 MILE| 1390.00000 13900.00| 1390.00000 13900.00| 1400.00000 14000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0080 701A032 16.000 MILE| 1390.00000 22240.00| 1390.00000 22240.00| 1400.00000 22400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0090 701A041 16.000 MILE| 900.00000 14400.00| 900.00000 14400.00| 910.00000 14560.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0100 701A046 3.000 MILE| 900.00000 2700.00| 900.00000 2700.00| 910.00000 2730.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701B009 6897.000 LF | 0.80000 5517.60| 0.80000 5517.60| 0.85000 5862.45 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0120 701C000 19.000 MILE| 415.00000 7885.00| 415.00000 7885.00| 420.00000 7980.00 Broken Temporary Traffic Stripe | | | 0130 701C001 26.000 MILE| 465.00000 12090.00| 465.00000 12090.00| 470.00000 12220.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040220051 COUNTIES : LIMESTONE LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 02035 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |BURGREEN CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701G121 972.000 LF | 1.60000 1555.20| 1.60000 1555.20| 1.65000 1603.80 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0150 701G125 634.000 LF | 3.25000 2060.50| 3.25000 2060.50| 3.30000 2092.20 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701G129 338.000 LF | 1.60000 540.80| 1.60000 540.80| 1.65000 557.70 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701G133 972.000 LF | 3.25000 3159.00| 3.25000 3159.00| 3.30000 3207.60 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701H001 1605.000 LF | 0.50000 802.50| 0.50000 802.50| 0.55000 882.75 Solid Traffic Stripe Removed (Plastic) | | | 0190 701H006 1310.000 LF | 0.40000 524.00| 0.40000 524.00| 0.45000 589.50 Broken Traffic Stripe Removed (Plastic) | | | 0200 703A002 6954.000 SQFT| 2.25000 15646.50| 2.25000 15646.50| 2.25000 15646.50 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 2309.000 SQFT| 2.95000 6811.55| 2.95000 6811.55| 3.00000 6927.00 Traffic Control Legends, Class 2, Type | | | 0220 705A030 36.000 EACH| 5.50000 198.00| 5.50000 198.00| 5.55000 199.80 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 778.000 EACH| 5.50000 4279.00| 5.50000 4279.00| 5.55000 4317.90 Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 141.000 EACH| 5.50000 775.50| 5.50000 775.50| 5.55000 782.55 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 168.000 EACH| 5.50000 924.00| 5.50000 924.00| 5.55000 932.40 Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 91.000 EACH| 5.50000 500.50| 5.50000 500.50| 5.55000 505.05 Pavement Markers, Class A-H, Type 2-E | | | 0270 730H001 20100.000 LF | 2.45000 49245.00| 2.45000 49245.00| 2.25000 45225.00 Loop Wire | | | 0280 730I001 25600.000 LF | 0.25000 6400.00| 0.50000 12800.00| 1.25000 32000.00 Loop Detector Lead-In-Cable | | | 0290 730K000 18.000 EACH| 175.00000 3150.00| 175.00000 3150.00| 250.00000 4500.00 Traffic Signal Junction Box | | | 0300 740B000 932.000 SQFT| 8.00000 7456.00| 15.96000 14874.72| 11.00000 10252.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040220051 COUNTIES : LIMESTONE LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 02035 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |BURGREEN CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740D000 200.000 EACH| 28.00000 5600.00| 0.01000 2.00| 50.00000 10000.00 Channelizing Drums | | | 0320 741C010 2.000 EACH| 1200.00000 2400.00| 354.89000 709.78| 2000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 916,468.65| $ 938,511.86| $ 1,128,796.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 916,468.65| $ 938,511.86| $ 1,128,796.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20040220052 COUNTIES : LAUDERDALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-302-391-017-402 for constructing the Resurfacing and Traffic Striping of S.R.#17 from M.P. 335.5 to M.P. 341.0 north of Florence. Length 5.295 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 779,609.21 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 787,785.58 101.0488% 3 19074 S & M EQUIPMENT CO., INC. $ 915,431.00 117.4218% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040220052 COUNTIES : LAUDERDALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01087 |( 3 ) 19074 |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. |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 209A000 3.000 EACH| 350.00000 1050.00| 177.95000 533.85| 200.00000 600.00 Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 500.00000 500.00| 273.01000 273.01| 250.00000 250.00 Mailbox Reset, Double | | | 0030 305B060 800.000 TON | 12.50000 10000.00| 17.40000 13920.00| 15.00000 12000.00 Crushed Aggregate, Section 825, Type B, | | | for miscellaneous use | | | 0040 405A000 6089.000 GAL | 1.49000 9072.61| 1.01000 6149.89| 1.00000 6089.00 Tack Coat | | | 0050 408A051 400.000 SQYD| 5.00000 2000.00| 4.58000 1832.00| 15.00000 6000.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 408A054 27615.000 SQYD| 1.00000 27615.00| 1.40000 38661.00| 2.00000 55230.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0070 424A360 6087.000 TON | 37.00000 225219.00| 30.00000 182610.00| 38.00000 231306.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A369 102.000 TON | 42.00000 4284.00| 53.94000 5501.88| 50.00000 5100.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B651 3591.000 TON | 30.00000 107730.00| 30.96000 111177.36| 32.00000 114912.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B655 500.000 TON | 38.90000 19450.00| 30.00000 15000.00| 50.00000 25000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B659 9117.000 TON | 29.50000 268951.50| 30.64000 279344.88| 33.00000 300861.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B662 19.000 TON | 50.00000 950.00| 48.47000 920.93| 75.00000 1425.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040220052 COUNTIES : LAUDERDALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01087 |( 3 ) 19074 |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 13090.00000 13090.00| 53401.25000 53401.25| 50000.00000 50000.00 Mobilization | | | 0140 680A000 LUMP| 3500.00000 3500.00| 1206.39000 1206.39| 10000.00000 10000.00 Engineering Controls | | | 0150 701A028 5.000 MILE| 1400.00000 7000.00| 1581.00000 7905.00| 1750.00000 8750.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A041 2.000 MILE| 990.00000 1980.00| 918.00000 1836.00| 1150.00000 2300.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A046 3.000 MILE| 990.00000 2970.00| 918.00000 2754.00| 1150.00000 3450.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 9.000 MILE| 1500.00000 13500.00| 1683.00000 15147.00| 1950.00000 17550.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 781.000 LF | 0.85000 663.85| 0.87000 679.47| 1.00000 781.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 13.000 MILE| 450.00000 5850.00| 459.00000 5967.00| 525.00000 6825.00 Broken Temporary Traffic Stripe | | | 0210 701C001 27.000 MILE| 520.00000 14040.00| 499.80000 13494.60| 598.00000 16146.00 Solid Temporary Traffic Stripe | | | 0220 703A002 1552.000 SQFT| 2.50000 3880.00| 2.55000 3957.60| 3.00000 4656.00 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 135.000 SQFT| 3.50000 472.50| 3.06000 413.10| 4.25000 573.75 Traffic Control Legends, Class 2, Type | | | 0240 703D001 740.000 SQFT| 1.50000 1110.00| 1.28000 947.20| 2.00000 1480.00 Temporary Traffic Control Markings | | | 0250 705A030 30.000 EACH| 5.25000 157.50| 5.61000 168.30| 6.25000 187.50 Pavement Markers, Class A-H, Type 2-C | | | 0260 705A031 107.000 EACH| 5.25000 561.75| 5.61000 600.27| 6.25000 668.75 Pavement Markers, Class A-H, Type 1-A | | | 0270 705A037 630.000 EACH| 5.25000 3307.50| 5.61000 3534.30| 6.25000 3937.50 Pavement Markers, Class A-H, Type 2-D | | | 0280 705A039 80.000 EACH| 5.25000 420.00| 5.61000 448.80| 6.25000 500.00 Pavement Markers, Class A-H, Type 2-A | | | 0290 730H001 4000.000 LF | 2.25000 9000.00| 2.30000 9200.00| 2.75000 11000.00 Loop Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 052 -4 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040220052 COUNTIES : LAUDERDALE LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01087 |( 3 ) 19074 |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740B000 1157.000 SQFT| 12.00000 13884.00| 7.50000 8677.50| 10.00000 11570.00 Construction Signs | | | 0310 740D000 10.000 EACH| 50.00000 500.00| 33.12000 331.20| 65.00000 650.00 Channelizing Drums | | | 0320 740E000 50.000 EACH| 5.00000 250.00| 5.47000 273.50| 10.65000 532.50 Cones (36 Inches High) | | | 0330 740M001 50.000 EACH| 3.00000 150.00| 3.70000 185.00| 8.00000 400.00 Ballast For Cone | | | 0340 740O000 1.000 EACH| 5000.00000 5000.00| 496.75000 496.75| 2500.00000 2500.00 Pilot Car | | | 0350 741C010 1.000 EACH| 1500.00000 1500.00| 236.55000 236.55| 2200.00000 2200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 779,609.21| $ 787,785.58| $ 915,431.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 779,609.21| $ 787,785.58| $ 915,431.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20040220053 COUNTIES : MARION LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-302-473-172-404 for constructing the Resurfacing and Traffic Stripe on S.R.#172 from the Franklin County line to S.R.#17 (U.S.#43) in Hackleburg. Length 6.003 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 828,699.30 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 939,804.35 113.4072% 3 18031 ROGERS GROUP, INC. $ 1,022,238.92 123.3546% 4 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,113,484.27 134.3653% 5 19074 S & M EQUIPMENT CO., INC. $ 1,156,680.00 139.5778% 6 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,198,575.68 144.6334% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20040220053 COUNTIES : MARION LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 18031 |TRI-COUNTY CONCRETE CONSTRU |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A001 1.000 EACH| 75.00000 75.00| 112.16000 112.16| 500.00000 500.00 Mailbox Reset, Double | | | 0020 209A002 1.000 EACH| 100.00000 100.00| 112.16000 112.16| 600.00000 600.00 Mailbox Reset, Multiple | | | 0030 305B060 2461.000 TON | 11.95000 29408.95| 15.27000 37579.47| 14.90000 36668.90 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0040 405A000 6098.000 GAL | 1.00000 6098.00| 1.00000 6098.00| 1.49000 9086.02 Tack Coat | | | 0050 408A051 867.000 SQYD| 2.00000 1734.00| 5.94000 5149.98| 5.00000 4335.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 424A360 6304.000 TON | 27.00000 170208.00| 30.00000 189120.00| 39.00000 245856.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A369 38.000 TON | 27.00000 1026.00| 65.18000 2476.84| 60.00000 2280.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B655 500.000 TON | 34.80000 17400.00| 30.00000 15000.00| 47.00000 23500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B659 18493.000 TON | 25.95000 479893.35| 29.81000 551276.33| 32.00000 591776.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 24200.00000 24200.00| 56381.04000 56381.04| 21019.00000 21019.00 Mobilization | | | 0110 680A000 LUMP| 21000.00000 21000.00| 1204.20000 1204.20| 3500.00000 3500.00 Engineering Controls | | | 0120 701A028 12.000 MILE| 1480.00000 17760.00| 1509.60000 18115.20| 1480.00000 17760.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A046 3.000 MILE| 980.00000 2940.00| 999.60000 2998.80| 980.00000 2940.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20040220053 COUNTIES : MARION LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 18031 |TRI-COUNTY CONCRETE CONSTRU |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A048 9.000 MILE| 1690.00000 15210.00| 1723.80000 15514.20| 1690.00000 15210.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701C000 6.000 MILE| 440.00000 2640.00| 448.80000 2692.80| 440.00000 2640.00 Broken Temporary Traffic Stripe | | | 0160 701C001 40.000 MILE| 525.00000 21000.00| 535.50000 21420.00| 525.00000 21000.00 Solid Temporary Traffic Stripe | | | 0170 703A002 743.000 SQFT| 2.50000 1857.50| 2.55000 1894.65| 2.50000 1857.50 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703D001 504.000 SQFT| 1.50000 756.00| 1.53000 771.12| 1.50000 756.00 Temporary Traffic Control Markings | | | 0190 705A032 43.000 EACH| 5.50000 236.50| 5.61000 241.23| 5.50000 236.50 Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 672.000 EACH| 5.50000 3696.00| 5.61000 3769.92| 5.50000 3696.00 Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 1031.000 SQFT| 10.00000 10310.00| 7.50000 7732.50| 12.00000 12372.00 Construction Signs | | | 0220 740D000 25.000 EACH| 2.00000 50.00| 0.30000 7.50| 50.00000 1250.00 Channelizing Drums | | | 0230 740E000 50.000 EACH| 1.00000 50.00| 0.30000 15.00| 5.00000 250.00 Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 1.00000 50.00| 0.30000 15.00| 3.00000 150.00 Ballast For Cone | | | 0250 740O000 1.000 EACH| 1000.00000 1000.00| 106.25000 106.25| 3000.00000 3000.00 Pilot Car | | | SECTION TOTALS | $ 828,699.30| $ 939,804.35| $ 1,022,238.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 828,699.30| $ 939,804.35| $ 1,022,238.92 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20040220053 COUNTIES : MARION LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 02033 |( 5 ) 19074 |( 6 ) 04013 |S. T. BUNN CONSTRUCTION CO. |S & M EQUIPMENT CO., INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A001 1.000 EACH| 200.00000 200.00| 250.00000 250.00| 257.29000 257.29 Mailbox Reset, Double | | | 0020 209A002 1.000 EACH| 400.00000 400.00| 500.00000 500.00| 208.07000 208.07 Mailbox Reset, Multiple | | | 0030 305B060 2461.000 TON | 13.66000 33617.26| 15.00000 36915.00| 16.74000 41197.14 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0040 405A000 6098.000 GAL | 1.10000 6707.80| 1.25000 7622.50| 0.98000 5976.04 Tack Coat | | | 0050 408A051 867.000 SQYD| 3.50000 3034.50| 8.00000 6936.00| 2.75000 2384.25 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 424A360 6304.000 TON | 41.68000 262750.72| 41.00000 258464.00| 44.54000 280780.16 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A369 38.000 TON | 60.00000 2280.00| 75.00000 2850.00| 73.06000 2776.28 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B655 500.000 TON | 50.00000 25000.00| 50.00000 25000.00| 75.74000 37870.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B659 18493.000 TON | 36.43000 673699.99| 36.00000 665748.00| 38.65000 714754.45 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 25650.00000 25650.00| 50000.00000 50000.00| 13646.21000 13646.21 Mobilization | | | 0110 680A000 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 4922.49000 4922.49 Engineering Controls | | | 0120 701A028 12.000 MILE| 1480.00000 17760.00| 1705.00000 20460.00| 1730.26000 20763.12 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A046 3.000 MILE| 980.00000 2940.00| 1130.00000 3390.00| 1145.71000 3437.13 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 053 -5 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20040220053 COUNTIES : MARION LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 02033 |( 5 ) 19074 |( 6 ) 04013 |S. T. BUNN CONSTRUCTION CO. |S & M EQUIPMENT CO., INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A048 9.000 MILE| 1690.00000 15210.00| 1950.00000 17550.00| 1975.76000 17781.84 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701C000 6.000 MILE| 440.00000 2640.00| 506.00000 3036.00| 514.40000 3086.40 Broken Temporary Traffic Stripe | | | 0160 701C001 40.000 MILE| 525.00000 21000.00| 605.00000 24200.00| 613.77000 24550.80 Solid Temporary Traffic Stripe | | | 0170 703A002 743.000 SQFT| 2.50000 1857.50| 3.00000 2229.00| 2.93000 2176.99 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703D001 504.000 SQFT| 1.50000 756.00| 1.75000 882.00| 1.76000 887.04 Temporary Traffic Control Markings | | | 0190 705A032 43.000 EACH| 5.50000 236.50| 6.50000 279.50| 6.44000 276.92 Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 672.000 EACH| 5.50000 3696.00| 6.50000 4368.00| 6.44000 4327.68 Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 1031.000 SQFT| 8.00000 8248.00| 10.00000 10310.00| 8.61000 8876.91 Construction Signs | | | 0220 740D000 25.000 EACH| 60.00000 1500.00| 65.00000 1625.00| 30.77000 769.25 Channelizing Drums | | | 0230 740E000 50.000 EACH| 1.00000 50.00| 10.65000 532.50| 3.08000 154.00 Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 1.00000 50.00| 10.65000 532.50| 3.08000 154.00 Ballast For Cone | | | 0250 740O000 1.000 EACH| 2200.00000 2200.00| 3000.00000 3000.00| 6561.22000 6561.22 Pilot Car | | | SECTION TOTALS | $ 1,113,484.27| $ 1,156,680.00| $ 1,198,575.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,113,484.27| $ 1,156,680.00| $ 1,198,575.68 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20040220054 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-302-673-243-403 for constructing the Resurfacing and Traffic Stripe on S.R.#243 from S.R.#195 to the Franklin County line. Length 3.667 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 466,324.85 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 531,090.54 113.8885% 3 18031 ROGERS GROUP, INC. $ 613,191.90 131.4946% 4 19074 S & M EQUIPMENT CO., INC. $ 655,492.50 140.5656% 5 04013 DUNN CONSTRUCTION COMPANY, INC. $ 665,407.21 142.6918% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040220054 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 18031 |TRI-COUNTY CONCRETE CONSTRU |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E007 4.000 EACH| 75.00000 300.00| 30.23000 120.92| 350.00000 1400.00 Removing Mailboxes (Including Reset | | | With a New Timber Post) | | | 0020 305B060 1783.000 TON | 11.95000 21306.85| 14.17000 25265.11| 14.75000 26299.25 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0030 405A000 3585.000 GAL | 1.00000 3585.00| 1.03000 3692.55| 1.49000 5341.65 Tack Coat | | | 0040 408A051 800.000 SQYD| 2.00000 1600.00| 5.02000 4016.00| 4.00000 3200.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 424A360 3517.000 TON | 26.80000 94255.60| 30.00000 105510.00| 41.00000 144197.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A369 14.000 TON | 26.00000 364.00| 68.05000 952.70| 50.00000 700.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B650 1548.000 TON | 28.30000 43808.40| 34.98000 54149.04| 36.00000 55728.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B655 600.000 TON | 36.40000 21840.00| 30.00000 18000.00| 36.00000 21600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B658 7296.000 TON | 27.00000 196992.00| 32.39000 236317.44| 36.00000 262656.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 20000.00000 20000.00| 34878.01000 34878.01| 31603.00000 31603.00 Mobilization | | | 0110 680A000 LUMP| 13186.00000 13186.00| 1233.45000 1233.45| 3500.00000 3500.00 Engineering Controls | | | 0120 701A028 8.000 MILE| 1480.00000 11840.00| 1509.60000 12076.80| 1480.00000 11840.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040220054 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 18031 |TRI-COUNTY CONCRETE CONSTRU |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A046 3.000 MILE| 980.00000 2940.00| 999.60000 2998.80| 980.00000 2940.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701A048 4.000 MILE| 1690.00000 6760.00| 1723.80000 6895.20| 1690.00000 6760.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701C000 6.000 MILE| 450.00000 2700.00| 459.00000 2754.00| 450.00000 2700.00 Broken Temporary Traffic Stripe | | | 0160 701C001 21.000 MILE| 530.00000 11130.00| 540.60000 11352.60| 530.00000 11130.00 Solid Temporary Traffic Stripe | | | 0170 703A002 408.000 SQFT| 3.00000 1224.00| 3.06000 1248.48| 3.00000 1224.00 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703D001 288.000 SQFT| 1.50000 432.00| 1.53000 440.64| 1.50000 432.00 Temporary Traffic Control Markings | | | 0190 705A032 187.000 EACH| 5.50000 1028.50| 5.61000 1049.07| 5.50000 1028.50 Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 315.000 EACH| 5.50000 1732.50| 5.61000 1767.15| 5.50000 1732.50 Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 815.000 SQFT| 10.00000 8150.00| 7.50000 6112.50| 12.00000 9780.00 Construction Signs | | | 0220 740D000 25.000 EACH| 2.00000 50.00| 1.21000 30.25| 50.00000 1250.00 Channelizing Drums | | | 0230 740E000 50.000 EACH| 1.00000 50.00| 1.21000 60.50| 20.00000 1000.00 Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 1.00000 50.00| 1.21000 60.50| 3.00000 150.00 Ballast For Cone | | | 0250 740O000 1.000 EACH| 1000.00000 1000.00| 108.83000 108.83| 5000.00000 5000.00 Pilot Car | | | SECTION TOTALS | $ 466,324.85| $ 531,090.54| $ 613,191.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 466,324.85| $ 531,090.54| $ 613,191.90 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 054 -4 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040220054 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( 5 ) 04013 |( ) |S & M EQUIPMENT CO., INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E007 4.000 EACH| 200.00000 800.00| 90.16000 360.64| Removing Mailboxes (Including Reset | | | With a New Timber Post) | | | 0020 305B060 1783.000 TON | 15.00000 26745.00| 15.96000 28456.68| Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0030 405A000 3585.000 GAL | 1.00000 3585.00| 0.86000 3083.10| Tack Coat | | | 0040 408A051 800.000 SQYD| 8.00000 6400.00| 2.97000 2376.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 424A360 3517.000 TON | 41.50000 145955.50| 44.32000 155873.44| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A369 14.000 TON | 60.00000 840.00| 84.76000 1186.64| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B650 1548.000 TON | 36.00000 55728.00| 46.22000 71548.56| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B655 600.000 TON | 55.00000 33000.00| 67.92000 40752.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B658 7296.000 TON | 36.00000 262656.00| 39.85000 290745.60| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 50000.00000 50000.00| 9744.58000 9744.58| Mobilization | | | 0110 680A000 LUMP| 10000.00000 10000.00| 2460.56000 2460.56| Engineering Controls | | | 0120 701A028 8.000 MILE| 1702.00000 13616.00| 1729.77000 13838.16| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 054 -5 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040220054 COUNTIES : WINSTON LETTING DATE : 02/20/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( 5 ) 04013 |( ) |S & M EQUIPMENT CO., INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A046 3.000 MILE| 1150.00000 3450.00| 1145.39000 3436.17| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701A048 4.000 MILE| 1950.00000 7800.00| 1975.21000 7900.84| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701C000 6.000 MILE| 525.00000 3150.00| 525.94000 3155.64| Broken Temporary Traffic Stripe | | | 0160 701C001 21.000 MILE| 625.00000 13125.00| 619.45000 13008.45| Solid Temporary Traffic Stripe | | | 0170 703A002 408.000 SQFT| 3.50000 1428.00| 3.51000 1432.08| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703D001 288.000 SQFT| 2.00000 576.00| 1.76000 506.88| Temporary Traffic Control Markings | | | 0190 705A032 187.000 EACH| 6.50000 1215.50| 6.43000 1202.41| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 315.000 EACH| 6.50000 2047.50| 6.43000 2025.45| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 815.000 SQFT| 10.00000 8150.00| 8.61000 7017.15| Construction Signs | | | 0220 740D000 25.000 EACH| 65.00000 1625.00| 24.61000 615.25| Channelizing Drums | | | 0230 740E000 50.000 EACH| 11.00000 550.00| 3.08000 154.00| Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 11.00000 550.00| 3.08000 154.00| Ballast For Cone | | | 0250 740O000 1.000 EACH| 2500.00000 2500.00| 4372.93000 4372.93| Pilot Car | | | SECTION TOTALS | $ 655,492.50| $ 665,407.21| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 655,492.50| $ 665,407.21| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20040220055 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-371-079-405 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#79 from north of Eastlake Boulevard (MP 0.500) to Springdale Road (MP 3.245) in Tarrant. Length 2.745 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,202,135.70 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,320,483.81 109.8448% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20040220055 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 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 405A000 4893.000 GAL | 1.02000 4990.86| 1.19000 5822.67| Tack Coat | | | 0020 408A052 162919.000 SQYD| 0.97000 158031.43| 1.55000 252524.45| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 423A002 13574.000 TON | 43.59000 591690.66| 48.54000 658881.96| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0040 424A290 4363.000 TON | 38.14000 166404.82| 39.65000 172992.95| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0050 424B285 400.000 TON | 62.88000 25152.00| 68.75000 27500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 600A000 LUMP| 65000.99000 65000.99| 7000.00000 7000.00| Mobilization | | | 0070 665F000 50.000 EACH| 3.56000 178.00| 2.00000 100.00| Hay Bales | | | 0080 665J000 150.000 LF | 3.56000 534.00| 2.00000 300.00| Silt Fence, Type A | | | 0090 701A028 2.000 MILE| 1678.34000 3356.68| 1564.50000 3129.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A032 5.000 MILE| 1678.33000 8391.65| 1564.50000 7822.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A041 11.000 MILE| 1115.14000 12266.54| 1039.50000 11434.50| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A046 2.000 MILE| 1115.14000 2230.28| 1039.50000 2079.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 2.000 MILE| 1903.62000 3807.24| 1774.50000 3549.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20040220055 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701B009 9547.000 LF | 0.90000 8592.30| 0.84000 8019.48| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 13.000 MILE| 540.67000 7028.71| 504.00000 6552.00| Broken Temporary Traffic Stripe | | | 0160 701C001 2.000 MILE| 653.31000 1306.62| 609.00000 1218.00| Solid Temporary Traffic Stripe | | | 0170 703A002 8284.000 SQFT| 2.82000 23360.88| 2.62000 21704.08| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 2054.000 SQFT| 3.94000 8092.76| 3.67000 7538.18| Traffic Control Legends, Class 2, Type | | | 0190 703D001 2778.000 SQFT| 1.46000 4055.88| 1.36000 3778.08| Temporary Traffic Control Markings | | | 0200 705A030 62.000 EACH| 5.63000 349.06| 5.25000 325.50| Pavement Markers, Class A-H, Type 2-C | | | 0210 705A031 1434.000 EACH| 5.63000 8073.42| 5.25000 7528.50| Pavement Markers, Class A-H, Type 1-A | | | 0220 705A037 131.000 EACH| 5.63000 737.53| 5.25000 687.75| Pavement Markers, Class A-H, Type 2-D | | | 0230 730H001 30989.000 LF | 2.60000 80571.40| 2.89000 89558.21| Loop Wire | | | 0240 730I001 2525.000 LF | 1.12000 2828.00| 0.52000 1313.00| Loop Detector Lead-In-Cable | | | 0250 740B000 633.000 SQFT| 8.30000 5253.90| 8.07000 5108.31| Construction Signs | | | 0260 740C000 32.000 SQFT| 8.89000 284.48| 8.07000 258.24| Special Construction Signs | | | 0270 740D000 104.000 EACH| 29.64000 3082.56| 56.75000 5902.00| Channelizing Drums | | | 0280 740E000 281.000 EACH| 15.41000 4330.21| 11.10000 3119.10| Cones (36 Inches High) | | | 0290 740M001 281.000 EACH| 3.56000 1000.36| 7.35000 2065.35| Ballast For Cone | | | 0300 741C010 2.000 EACH| 576.24000 1152.48| 1336.00000 2672.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,202,135.70| $ 1,320,483.81| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,202,135.70| $ 1,320,483.81| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20040220056 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-371-079-406 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#79 from Springdale Road (MP 3.245) to south of Winewood Road (MP 7.030) in Tarrant. Length 3.785 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 902,750.52 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,009,560.73 111.8316% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040220056 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 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 209A000 6.000 EACH| 81.52000 489.12| 167.00000 1002.00| Mailbox Reset, Single | | | 0020 405A000 4713.000 GAL | 1.02000 4807.26| 1.18000 5561.34| Tack Coat | | | 0030 408A052 157061.000 SQYD| 0.69000 108372.09| 1.25000 196326.25| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 423A003 8984.000 TON | 44.15000 396643.60| 50.30000 451895.20| Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0050 424A289 3978.000 TON | 43.35000 172446.30| 41.20000 163893.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424B285 600.000 TON | 51.93000 31158.00| 64.45000 38670.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 600A000 LUMP| 48157.71000 48157.71| 7000.00000 7000.00| Mobilization | | | 0080 665F000 50.000 EACH| 3.56000 178.00| 2.00000 100.00| Hay Bales | | | 0090 665J000 150.000 LF | 3.56000 534.00| 1.90000 285.00| Silt Fence, Type A | | | 0100 701A028 9.000 MILE| 1679.10000 15111.90| 1564.50000 14080.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A032 8.000 MILE| 1679.09000 13432.72| 1564.50000 12516.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A041 9.000 MILE| 1115.64000 10040.76| 1039.50000 9355.50| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 1.000 MILE| 1904.48000 1904.48| 1774.50000 1774.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701B009 14014.000 LF | 0.90000 12612.60| 0.84000 11771.76| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040220056 COUNTIES : JEFFERSON LETTING DATE : 02/20/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C000 9.000 MILE| 540.92000 4868.28| 504.00000 4536.00| Broken Temporary Traffic Stripe | | | 0160 701C001 1.000 MILE| 676.15000 676.15| 630.00000 630.00| Solid Temporary Traffic Stripe | | | 0170 703A002 6811.000 SQFT| 2.82000 19207.02| 2.62000 17844.82| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 1009.000 SQFT| 3.94000 3975.46| 3.68000 3713.12| Traffic Control Legends, Class 2, Type | | | 0190 703D001 1362.000 SQFT| 1.46000 1988.52| 1.37000 1865.94| Temporary Traffic Control Markings | | | 0200 705A030 42.000 EACH| 5.63000 236.46| 5.25000 220.50| Pavement Markers, Class A-H, Type 2-C | | | 0210 705A031 541.000 EACH| 5.63000 3045.83| 5.25000 2840.25| Pavement Markers, Class A-H, Type 1-A | | | 0220 705A037 8.000 EACH| 5.63000 45.04| 5.25000 42.00| Pavement Markers, Class A-H, Type 2-D | | | 0230 730H001 15067.000 LF | 2.60000 39174.20| 3.15000 47461.05| Loop Wire | | | 0240 730I001 1500.000 LF | 1.12000 1680.00| 0.53000 795.00| Loop Detector Lead-In-Cable | | | 0250 740B000 595.000 SQFT| 8.30000 4938.50| 8.05000 4789.75| Construction Signs | | | 0260 740C000 32.000 SQFT| 8.90000 284.80| 8.10000 259.20| Special Construction Signs | | | 0270 740D000 75.000 EACH| 29.66000 2224.50| 56.75000 4256.25| Channelizing Drums | | | 0280 740E000 184.000 EACH| 15.42000 2837.28| 11.10000 2042.40| Cones (36 Inches High) | | | 0290 740M001 184.000 EACH| 3.56000 655.04| 7.40000 1361.60| Ballast For Cone | | | 0300 741C010 2.000 EACH| 512.45000 1024.90| 1335.60000 2671.20| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 902,750.52| $ 1,009,560.73| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 902,750.52| $ 1,009,560.73| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20040220057 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : 99-305-632-006-401 for constructing the Planing, Resurfacing, Traffic Stripe and Traffic Counting Units on S.R.#6 (U.S.#82) from just south of 15th Street to S.R.#7 (U.S.#11) in Tuscaloosa. Length 2.000 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 932,115.50 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,061,525.95 113.8835% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20040220057 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION 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 1036.000 LF | 1.50000 1554.00| 1.58000 1636.88| Removing Guardrail | | | 0020 206E041 2.000 EACH| 1500.00000 3000.00| 1156.11000 2312.22| Removing Impact Attenuators | | | 0030 405A000 5244.000 GAL | 1.25000 6555.00| 1.22000 6397.68| Tack Coat | | | 0040 408A052 104883.000 SQYD| 0.90000 94394.70| 1.32000 138445.56| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A281 8704.000 TON | 45.20000 393420.80| 37.63000 327531.52| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0060 424A284 300.000 TON | 65.00000 19500.00| 76.23000 22869.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424A286 300.000 TON | 43.20000 12960.00| 43.31000 12993.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424A290 323.000 TON | 59.80000 19315.40| 56.11000 18123.53| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424A360 264.000 TON | 57.00000 15048.00| 52.44000 13844.16| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A363 100.000 TON | 65.00000 6500.00| 76.95000 7695.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424A365 100.000 TON | 65.00000 6500.00| 72.46000 7246.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20040220057 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 424A366 100.000 TON | 57.00000 5700.00| 42.99000 4299.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424A369 300.000 TON | 59.00000 17700.00| 68.09000 20427.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B284 200.000 TON | 65.00000 13000.00| 76.22000 15244.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0150 424B287 200.000 TON | 43.20000 8640.00| 42.99000 8598.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0160 600A000 LUMP| 73500.00000 73500.00| 204419.44000 204419.44| Mobilization | | | 0170 630A001 900.000 LF | 13.80000 12420.00| 19.43000 17487.00| Steel Beam Guardrail, Class A, Type 2 | | | 0180 630A018 663.000 LF | 26.00000 17238.00| 27.30000 18099.90| Steel Beam Guardrail, Class A, Type 2 | | | (Double Faced Median Barrier) | | | 0190 630C001 10.000 EACH| 580.00000 5800.00| 609.00000 6090.00| Guardrail End Anchor, Type 8 | | | 0200 630C044 4.000 EACH| 5480.00000 21920.00| 5754.00000 23016.00| Guardrail End Anchor, Type 21 | | | 0210 630C050 4.000 EACH| 1650.00000 6600.00| 1732.50000 6930.00| Guardrail End Anchor, Type 20 Series | | | 0220 630C070 6.000 EACH| 1325.00000 7950.00| 1391.25000 8347.50| Guardrail End Anchor, Type 10 Series | | | 0230 701A028 4.000 MILE| 1550.00000 6200.00| 1627.50000 6510.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0240 701A041 8.000 MILE| 990.00000 7920.00| 1039.50000 8316.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A048 4.000 MILE| 1690.00000 6760.00| 1774.50000 7098.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 057 -4 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20040220057 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 701B009 9351.000 LF | 0.85000 7948.35| 0.89000 8322.39| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0270 701C000 8.000 MILE| 500.00000 4000.00| 525.00000 4200.00| Broken Temporary Traffic Stripe | | | 0280 703A002 2320.000 SQFT| 2.50000 5800.00| 2.63000 6101.60| Traffic Control Markings, Class 2, Type | | | A | | | 0290 703B002 1166.000 SQFT| 3.50000 4081.00| 3.68000 4290.88| Traffic Control Legends, Class 2, Type | | | 0300 703D001 2320.000 SQFT| 1.50000 3480.00| 1.58000 3665.60| Temporary Traffic Control Markings | | | 0310 705A030 80.000 EACH| 5.50000 440.00| 5.78000 462.40| Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 528.000 EACH| 5.50000 2904.00| 5.78000 3051.84| Pavement Markers, Class A-H, Type 1-A | | | 0330 705A037 28.000 EACH| 5.50000 154.00| 5.78000 161.84| Pavement Markers, Class A-H, Type 2-D | | | 0340 710A125 24.000 SQFT| 16.50000 396.00| 20.03000 480.72| Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0350 710B001 56.000 LF | 8.00000 448.00| 5.29000 296.24| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0360 730H001 15496.000 LF | 2.60000 40289.60| 2.73000 42304.08| Loop Wire | | | 0370 730I001 15061.000 LF | 1.65000 24850.65| 1.73000 26055.53| Loop Detector Lead-In-Cable | | | 0380 731A001 2.000 EACH| 2500.00000 5000.00| 2625.00000 5250.00| Traffic Counting Units, Type B | | | 0390 731A002 3.000 EACH| 3000.00000 9000.00| 3150.00000 9450.00| Traffic Counting Units, Type C | | | 0400 731A003 1.000 EACH| 4000.00000 4000.00| 4200.00000 4200.00| Traffic Counting Units, Type D | | | 0410 731A004 2.000 EACH| 4500.00000 9000.00| 4725.00000 9450.00| Traffic Counting Units, Type E | | | 0420 740B000 1192.000 SQFT| 7.50000 8940.00| 8.07000 9619.44| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 057 -5 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20040220057 COUNTIES : TUSCALOOSA LETTING DATE : 02/20/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 740C000 128.000 SQFT| 8.50000 1088.00| 8.35000 1068.80| Special Construction Signs | | | 0440 740D000 100.000 EACH| 55.00000 5500.00| 56.76000 5676.00| Channelizing Drums | | | 0450 740E000 100.000 EACH| 6.00000 600.00| 6.42000 642.00| Cones (36 Inches High) | | | 0460 740M001 100.000 EACH| 1.00000 100.00| 1.29000 129.00| Ballast For Cone | | | 0470 741C010 2.000 EACH| 2000.00000 4000.00| 1335.60000 2671.20| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 932,115.50| $ 1,061,525.95| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 932,115.50| $ 1,061,525.95| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20040220059 COUNTIES : ELMORE LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-306-261-014-401 for constructing the Planing, Resurfacing and Traffic Stripe 99-306-261-170-401 on S.R.#14 from U.S.#231 to MP 180.662 at Claud and on S.R.#170 from U.S.#231 to S.R.#14 in Wetumpka. Length 8.664 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 872,516.60 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 887,196.10 101.6824% 3 01087 APAC-SOUTHEAST, INC. $ 930,295.25 106.6221% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20040220059 COUNTIES : ELMORE LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 3400.000 CUYD| 8.75000 29750.00| 8.00000 27200.00| 15.00000 51000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 401B113 142300.000 SQYD| 0.77000 109571.00| 0.59000 83957.00| 0.81000 115263.00 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0030 405A000 5100.000 GAL | 0.80000 4080.00| 0.25000 1275.00| 0.86000 4386.00 Tack Coat | | | 0040 408A052 22200.000 SQYD| 1.30000 28860.00| 1.00000 22200.00| 0.98000 21756.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 12325.000 TON | 30.75000 378993.75| 33.25000 409806.25| 31.40000 387005.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A367 1000.000 TON | 33.50000 33500.00| 35.00000 35000.00| 36.18000 36180.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B650 2500.000 TON | 27.70000 69250.00| 30.35000 75875.00| 29.75000 74375.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B654 50.000 TON | 90.00000 4500.00| 125.00000 6250.00| 185.00000 9250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 44900.00000 44900.00| 57500.00000 57500.00| 64700.00000 64700.00 Mobilization | | | 0100 652A056 17.000 ACRE| 365.00000 6205.00| 365.00000 6205.00| 365.00000 6205.00 Seeding (Mix 2E) | | | 0110 656A000 17.000 ACRE| 340.00000 5780.00| 340.00000 5780.00| 340.00000 5780.00 Mulching, Class A, Type 1 | | | 0120 665F000 150.000 EACH| 5.00000 750.00| 5.00000 750.00| 5.00000 750.00 Hay Bales | | | 0130 665J000 2500.000 LF | 3.00000 7500.00| 2.90000 7250.00| 2.90000 7250.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 059 -3 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20040220059 COUNTIES : ELMORE LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A028 20.000 MILE| 1480.00000 29600.00| 1480.00000 29600.00| 1480.00000 29600.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A032 15.000 MILE| 1480.00000 22200.00| 1480.00000 22200.00| 1480.00000 22200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A041 2.000 MILE| 980.00000 1960.00| 980.00000 1960.00| 980.00000 1960.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A046 4.000 MILE| 980.00000 3920.00| 980.00000 3920.00| 980.00000 3920.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 4412.000 LF | 0.80000 3529.60| 0.80000 3529.60| 0.80000 3529.60 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 8.000 MILE| 425.00000 3400.00| 425.00000 3400.00| 425.00000 3400.00 Broken Temporary Traffic Stripe | | | 0200 701C001 66.000 MILE| 490.00000 32340.00| 490.00000 32340.00| 490.00000 32340.00 Solid Temporary Traffic Stripe | | | 0210 701F000 8824.000 LF | 0.25000 2206.00| 0.25000 2206.00| 0.25000 2206.00 Dotted Temporary Traffic Stripe | | | 0220 701G125 820.000 LF | 3.91000 3206.20| 3.91000 3206.20| 3.91000 3206.20 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G129 410.000 LF | 2.61000 1070.10| 2.61000 1070.10| 2.61000 1070.10 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G133 125.000 LF | 7.15000 893.75| 7.15000 893.75| 7.15000 893.75 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701H001 925.000 LF | 1.00000 925.00| 1.00000 925.00| 1.00000 925.00 Solid Traffic Stripe Removed (Plastic) | | | 0260 701H006 410.000 LF | 1.00000 410.00| 1.00000 410.00| 1.00000 410.00 Broken Traffic Stripe Removed (Plastic) | | | 0270 703A002 4911.000 SQFT| 2.50000 12277.50| 2.50000 12277.50| 2.50000 12277.50 Traffic Control Markings, Class 2, Type | | | A | | | 0280 703B002 472.000 SQFT| 3.50000 1652.00| 3.50000 1652.00| 3.50000 1652.00 Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 059 -4 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20040220059 COUNTIES : ELMORE LETTING DATE : 02/20/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703D001 9820.000 SQFT| 1.35000 13257.00| 1.35000 13257.00| 1.35000 13257.00 Temporary Traffic Control Markings | | | 0300 703E001 942.000 SQFT| 1.35000 1271.70| 1.35000 1271.70| 1.35000 1271.70 Temporary Traffic Control Legends | | | 0310 705A032 270.000 EACH| 5.00000 1350.00| 5.00000 1350.00| 5.00000 1350.00 Pavement Markers, Class A-H, Type 1-B | | | 0320 705A037 975.000 EACH| 5.00000 4875.00| 5.00000 4875.00| 5.00000 4875.00 Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 772.000 SQFT| 7.75000 5983.00| 7.00000 5404.00| 7.45000 5751.40 Construction Signs | | | 0340 740E000 150.000 EACH| 12.00000 1800.00| 11.00000 1650.00| 1.00000 150.00 Cones (36 Inches High) | | | 0350 740M001 150.000 EACH| 5.00000 750.00| 5.00000 750.00| 1.00000 150.00 Ballast For Cone | | | SECTION TOTALS | $ 872,516.60| $ 887,196.10| $ 930,295.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 872,516.60| $ 887,196.10| $ 930,295.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20040220060 COUNTIES : CLARKE LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-134-069-403 for constructing the Resurfacing and Traffic Stripe on S.R.#69 from S.R.#177 (MP 0.00) in Jackson to MP 6.405. Length 5.981 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07050 GULF EQUIPMENT CORPORATION $ 846,885.26 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 940,459.50 111.0492% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20040220060 COUNTIES : CLARKE LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 13008 |( ) |GULF EQUIPMENT CORPORATION |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 7.000 EACH| 45.00000 315.00| 100.00000 700.00| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 65.00000 65.00| 125.00000 125.00| Mailbox Reset, Double | | | 0030 210D000 4050.000 CUYD| 7.50000 30375.00| 7.00000 28350.00| Borrow Excavation | | | 0040 401B100 81950.000 SQYD| 0.63000 51628.50| 0.68000 55726.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 3500.000 GAL | 1.43000 5005.00| 0.90000 3150.00| Tack Coat | | | 0060 424A356 3800.000 TON | 36.50000 138700.00| 38.50000 146300.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0070 424B655 500.000 TON | 36.50000 18250.00| 45.00000 22500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B658 1000.000 TON | 36.00000 36000.00| 36.20000 36200.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B659 12500.000 TON | 33.50000 418750.00| 35.35000 441875.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B000 100.000 TON | 33.00000 3300.00| 22.00000 2200.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0110 600A000 LUMP| 36000.00000 36000.00| 87000.00000 87000.00| Mobilization | | | 0120 652A057 7.000 ACRE| 800.00000 5600.00| 500.00000 3500.00| Seeding (Mix 3A) | | | 0130 656A000 7.000 ACRE| 800.00000 5600.00| 450.00000 3150.00| Mulching, Class A, Type 1 | | | 0140 665F000 600.000 EACH| 4.00000 2400.00| 6.00000 3600.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 060 -3 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20040220060 COUNTIES : CLARKE LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 13008 |( ) |GULF EQUIPMENT CORPORATION |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 5900.000 LF | 0.95000 5605.00| 4.00000 23600.00| Silt Fence, Type A | | | 0160 701A028 13.000 MILE| 1638.00000 21294.00| 1490.00000 19370.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A046 4.000 MILE| 1089.00000 4356.00| 1000.00000 4000.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 10.000 MILE| 1732.00000 17320.00| 1585.00000 15850.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 400.000 LF | 0.88000 352.00| 0.80000 320.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C002 10.000 MILE| 418.00000 4180.00| 385.00000 3850.00| Broken Temporary Traffic Stripe (Paint) | | | 0210 701C003 28.000 MILE| 528.00000 14784.00| 485.00000 13580.00| Solid Temporary Traffic Stripe (Paint) | | | 0220 701G125 494.000 LF | 4.97000 2455.18| 4.55000 2247.70| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G133 494.000 LF | 5.13000 2534.22| 4.70000 2321.80| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701H001 988.000 LF | 1.10000 1086.80| 1.00000 988.00| Solid Traffic Stripe Removed (Plastic) | | | 0250 703A002 1450.000 SQFT| 2.48000 3596.00| 2.25000 3262.50| Traffic Control Markings, Class 2, Type | | | A | | | 0260 703B002 196.000 SQFT| 3.58000 701.68| 3.25000 637.00| Traffic Control Legends, Class 2, Type | | | 0270 703D002 2885.000 SQFT| 1.10000 3173.50| 1.00000 2885.00| Temporary Traffic Control Markings | | | (Paint) | | | 0280 703E002 384.000 SQFT| 1.10000 422.40| 1.00000 384.00| Temporary Traffic Control Legends | | | (Paint) | | | 0290 705A032 190.000 EACH| 5.78000 1098.20| 5.25000 997.50| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 060 -4 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20040220060 COUNTIES : CLARKE LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 13008 |( ) |GULF EQUIPMENT CORPORATION |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A037 376.000 EACH| 5.78000 2173.28| 5.25000 1974.00| Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 837.000 SQFT| 8.50000 7114.50| 8.00000 6696.00| Construction Signs | | | 0320 740E000 200.000 EACH| 6.00000 1200.00| 0.80000 160.00| Cones (36 Inches High) | | | 0330 740M001 200.000 EACH| 1.00000 200.00| 0.80000 160.00| Ballast For Cone | | | 0340 740O000 1.000 EACH| 1250.00000 1250.00| 2800.00000 2800.00| Pilot Car | | | SECTION TOTALS | $ 846,885.26| $ 940,459.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 846,885.26| $ 940,459.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 061 -1 VENDOR RANKING CALL ORDER : 061 CONTRACT ID : 20040220061 COUNTIES : MARENGO LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-308-462-114-404 for constructing the Resurfacing and Traffic Stripe of S.R.#114 from M.P. 9.848 to M.P. 14.251 at the east city limits of Myrtlewood. Length 4.403 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07050 GULF EQUIPMENT CORPORATION $ 680,161.05 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 752,025.80 110.5658% 3 01023 ASPHALT CONTRACTORS, INC. $ 776,284.00 114.1324% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 061 -2 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20040220061 COUNTIES : MARENGO LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 02033 |( 3 ) 01023 |GULF EQUIPMENT CORPORATION |S. T. BUNN CONSTRUCTION CO. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 4500.000 CUYD| 5.00000 22500.00| 7.37000 33165.00| 11.00000 49500.00 Borrow Excavation | | | 0020 405A000 4650.000 GAL | 1.43000 6649.50| 1.25000 5812.50| 0.80000 3720.00 Tack Coat | | | 0030 424A360 4855.000 TON | 40.00000 194200.00| 46.16000 224106.80| 38.10000 184975.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A366 1000.000 TON | 37.00000 37000.00| 48.22000 48220.00| 41.00000 41000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B655 200.000 TON | 40.00000 8000.00| 65.00000 13000.00| 60.00000 12000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B659 8200.000 TON | 38.00000 311600.00| 43.58000 357356.00| 40.50000 332100.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 430B000 100.000 TON | 25.00000 2500.00| 24.00000 2400.00| 29.00000 2900.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0080 600A000 LUMP| 36500.00000 36500.00| 12900.00000 12900.00| 92400.00000 92400.00 Mobilization | | | 0090 652A054 7.000 ACRE| 800.00000 5600.00| 525.00000 3675.00| 400.00000 2800.00 Seeding (Mix 2A) | | | 0100 656A000 7.000 ACRE| 800.00000 5600.00| 525.00000 3675.00| 400.00000 2800.00 Mulching, Class A, Type 1 | | | 0110 665F000 100.000 EACH| 8.00000 800.00| 5.00000 500.00| 8.00000 800.00 Hay Bales | | | 0120 665J000 500.000 LF | 3.00000 1500.00| 4.00000 2000.00| 3.00000 1500.00 Silt Fence, Type A | | | 0130 701A028 9.000 MILE| 1638.00000 14742.00| 1480.00000 13320.00| 1480.00000 13320.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A046 3.000 MILE| 1088.00000 3264.00| 980.00000 2940.00| 980.00000 2940.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 061 -3 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20040220061 COUNTIES : MARENGO LETTING DATE : 02/20/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 02033 |( 3 ) 01023 |GULF EQUIPMENT CORPORATION |S. T. BUNN CONSTRUCTION CO. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A048 6.000 MILE| 1837.00000 11022.00| 1670.00000 10020.00| 1670.00000 10020.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701C002 7.000 MILE| 484.00000 3388.00| 440.00000 3080.00| 440.00000 3080.00 Broken Temporary Traffic Stripe (Paint) | | | 0170 701C003 12.000 MILE| 578.00000 6936.00| 525.00000 6300.00| 525.00000 6300.00 Solid Temporary Traffic Stripe (Paint) | | | 0180 703A002 150.000 SQFT| 3.30000 495.00| 3.00000 450.00| 3.00000 450.00 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 104.000 SQFT| 4.40000 457.60| 4.00000 416.00| 4.00000 416.00 Traffic Control Legends, Class 2, Type | | | 0200 703D002 60.000 SQFT| 1.65000 99.00| 1.50000 90.00| 1.50000 90.00 Temporary Traffic Control Markings | | | (Paint) | | | 0210 703E002 208.000 SQFT| 1.65000 343.20| 1.50000 312.00| 1.50000 312.00 Temporary Traffic Control Legends | | | (Paint) | | | 0220 705A032 60.000 EACH| 6.05000 363.00| 5.50000 330.00| 5.50000 330.00 Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 395.000 EACH| 6.05000 2389.75| 5.50000 2172.50| 5.50000 2172.50 Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 478.000 SQFT| 4.00000 1912.00| 7.50000 3585.00| 11.00000 5258.00 Construction Signs | | | 0250 740E000 200.000 EACH| 3.00000 600.00| 1.00000 200.00| 10.00000 2000.00 Cones (36 Inches High) | | | 0260 740M001 200.000 EACH| 1.00000 200.00| 1.00000 200.00| 8.00000 1600.00 Ballast For Cone | | | 0270 740O000 1.000 EACH| 1500.00000 1500.00| 1800.00000 1800.00| 1500.00000 1500.00 Pilot Car | | | SECTION TOTALS | $ 680,161.05| $ 752,025.80| $ 776,284.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 680,161.05| $ 752,025.80| $ 776,284.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 062 -1 VENDOR RANKING CALL ORDER : 062 CONTRACT ID : 20040220062 COUNTIES : BALDWIN LETTING DATE : 02/20/04 10:00 AM DIVISION : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-309-022-059-411 for constructing the Resurfacing and Traffic Stripe on S.R.#59 from Stockton (M.P. 55.8) to the Monroe County Line (M.P. 80.7). Length 24.90 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,554,279.05 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 1,605,083.34 103.2687% 3 01087 APAC-SOUTHEAST, INC. $ 1,950,905.41 125.5183% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 062 -2 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20040220062 COUNTIES : BALDWIN LETTING DATE : 02/20/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01087 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, 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 405A000 20200.000 GAL | 0.80000 16160.00| 1.17000 23634.00| 2.00000 40400.00 Tack Coat | | | 0020 408A052 6800.000 SQYD| 0.85000 5780.00| 3.50000 23800.00| 3.50000 23800.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A360 31300.000 TON | 32.95000 1031335.00| 35.40000 1108020.00| 44.00000 1377200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A363 100.000 TON | 45.00000 4500.00| 59.02000 5902.00| 100.00000 10000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424A366 1000.000 TON | 33.35000 33350.00| 45.30000 45300.00| 75.00000 75000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 600A000 LUMP| 147500.00000 147500.00| 25501.18000 25501.18| 91700.00000 91700.00 Mobilization | | | 0070 650A000 13500.000 CUYD| 7.00000 94500.00| 9.55000 128925.00| 8.45000 114075.00 Topsoil | | | 0080 652A061 35.000 ACRE| 400.00000 14000.00| 459.89000 16096.15| 470.00000 16450.00 Seeding (Mix 3E) | | | 0090 656A000 35.000 ACRE| 400.00000 14000.00| 459.89000 16096.15| 445.00000 15575.00 Mulching, Class A, Type 1 | | | 0100 665F000 200.000 EACH| 6.00000 1200.00| 5.99000 1198.00| 6.00000 1200.00 Hay Bales | | | 0110 665J000 1000.000 LF | 4.00000 4000.00| 4.24000 4240.00| 6.00000 6000.00 Silt Fence, Type A | | | 0120 701A028 50.000 MILE| 1360.00000 68000.00| 1258.95000 62947.50| 1095.00000 54750.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A046 14.000 MILE| 955.00000 13370.00| 891.04000 12474.56| 775.00000 10850.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701A048 31.000 MILE| 1535.00000 47585.00| 1488.89000 46155.59| 1295.00000 40145.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 062 -3 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20040220062 COUNTIES : BALDWIN LETTING DATE : 02/20/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01087 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701B009 310.000 LF | 0.80000 248.00| 0.75000 232.50| 0.65000 201.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 14.000 MILE| 352.00000 4928.00| 373.66000 5231.24| 325.00000 4550.00 Broken Temporary Traffic Stripe | | | 0170 701C001 31.000 MILE| 382.00000 11842.00| 459.89000 14256.59| 400.00000 12400.00 Solid Temporary Traffic Stripe | | | 0180 701G125 3534.000 LF | 3.45000 12192.30| 6.15000 21734.10| 5.35000 18906.90 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G129 1767.000 LF | 1.25000 2208.75| 6.50000 11485.50| 5.65000 9983.55 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G133 76.000 LF | 6.50000 494.00| 6.73000 511.48| 5.85000 444.60 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701H001 3610.000 LF | 0.35000 1263.50| 0.54000 1949.40| 0.47000 1696.70 Solid Traffic Stripe Removed (Plastic) | | | 0220 701H006 1767.000 LF | 0.35000 618.45| 0.44000 777.48| 0.38000 671.46 Broken Traffic Stripe Removed (Plastic) | | | 0230 703A002 1889.000 SQFT| 2.00000 3778.00| 2.30000 4344.70| 2.00000 3778.00 Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 23.000 SQFT| 3.25000 74.75| 2.70000 62.10| 2.35000 54.05 Traffic Control Legends, Class 2, Type | | | 0250 703D001 1557.000 SQFT| 0.90000 1401.30| 0.89000 1385.73| 0.77000 1198.89 Temporary Traffic Control Markings | | | 0260 705A030 25.000 EACH| 4.85000 121.25| 5.00000 125.00| 4.35000 108.75 Pavement Markers, Class A-H, Type 2-C | | | 0270 705A031 40.000 EACH| 4.85000 194.00| 5.00000 200.00| 4.35000 174.00 Pavement Markers, Class A-H, Type 1-A | | | 0280 705A032 690.000 EACH| 4.85000 3346.50| 5.00000 3450.00| 4.35000 3001.50 Pavement Markers, Class A-H, Type 1-B | | | 0290 705A037 2420.000 EACH| 4.85000 11737.00| 5.00000 12100.00| 4.35000 10527.00 Pavement Markers, Class A-H, Type 2-D | | | 0300 705A038 65.000 EACH| 4.85000 315.25| 5.00000 325.00| 4.35000 282.75 Pavement Markers, Class A-H, Type 2-E | | | 0310 740B000 502.000 SQFT| 8.00000 4016.00| 6.32000 3172.64| 7.88000 3955.76 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 062 -4 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20040220062 COUNTIES : BALDWIN LETTING DATE : 02/20/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01087 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740D000 25.000 EACH| 0.80000 20.00| 51.74000 1293.50| 28.00000 700.00 Channelizing Drums | | | 0330 740E000 125.000 EACH| 0.80000 100.00| 10.35000 1293.75| 6.00000 750.00 Cones (36 Inches High) | | | 0340 740M001 125.000 EACH| 0.80000 100.00| 6.90000 862.50| 3.00000 375.00 Ballast For Cone | | | SECTION TOTALS | $ 1,554,279.05| $ 1,605,083.34| $ 1,950,905.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,554,279.05| $ 1,605,083.34| $ 1,950,905.41 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 063 -1 VENDOR RANKING CALL ORDER : 063 CONTRACT ID : 20040220063 COUNTIES : CULLMAN LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 CONTRACT TIME : 24 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-401-224-665-401 for constructing the Maintenance Roadside Mowing on I-65 from the Blount county line to the Morgan county line. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 42,728.00 100.0000% 2 16033 PARKER GRASSING, INC. $ 48,960.00 114.5853% 3 03062 COOK CONTRACTORS, INC. $ 51,408.00 120.3145% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 063 -2 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20040220063 COUNTIES : CULLMAN LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 16033 |( 3 ) 03062 |BENTLEY TURF AND LANDSCAPE, |PARKER GRASSING, INC. |COOK CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 14200.00000 42600.00| 16320.00000 48960.00| 17136.00000 51408.00 Maintenance Roadside Mowing | | | (Approximately 408 Acres) | | | 0020 740B000 128.000 SQFT| 1.00000 128.00| 0.00000 0.00| 0.00000 0.00 Construction Signs | | | SECTION TOTALS | $ 42,728.00| $ 48,960.00| $ 51,408.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 42,728.00| $ 48,960.00| $ 51,408.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 064 -1 VENDOR RANKING CALL ORDER : 064 CONTRACT ID : 20040220064 COUNTIES : DEKALB LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 CONTRACT TIME : 42 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-401-253-659-401 for the Maintenance Roadside Mowing on I-59 from the Etowah county line to the Georgia state line. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16033 PARKER GRASSING, INC. $ 78,240.00 100.0000% 2 03062 COOK CONTRACTORS, INC. $ 82,885.50 105.9375% 3 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 85,628.00 109.4427% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 064 -2 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20040220064 COUNTIES : DEKALB LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 16033 |( 2 ) 03062 |( 3 ) 02040 |PARKER GRASSING, INC. |COOK CONTRACTORS, INC. |BENTLEY TURF AND LANDSCAPE, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 26080.00000 78240.00| 27628.50000 82885.50| 28500.00000 85500.00 Maintenance Roadside Mowing | | | (Approximately 815 ACRES | | | 0020 740B000 128.000 SQFT| 0.00000 0.00| 0.00000 0.00| 1.00000 128.00 Construction Signs | | | SECTION TOTALS | $ 78,240.00| $ 82,885.50| $ 85,628.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 78,240.00| $ 82,885.50| $ 85,628.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 065 -1 VENDOR RANKING CALL ORDER : 065 CONTRACT ID : 20040220065 COUNTIES : ETOWAH LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-401-285-000-401 for the Maintenance Roadside Mowing at sites on I-59 and I-759 as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03062 COOK CONTRACTORS, INC. $ 58,375.80 100.0000% 2 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 61,024.00 104.5365% 3 16033 PARKER GRASSING, INC. $ 72,324.00 123.8938% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 065 -2 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20040220065 COUNTIES : ETOWAH LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03062 |( 2 ) 02040 |( 3 ) 16033 |COOK CONTRACTORS, INC. |BENTLEY TURF AND LANDSCAPE, |PARKER GRASSING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 19458.60000 58375.80| 20000.00000 60000.00| 24108.00000 72324.00 Maintenance Roadside Mowing | | | (Approximately 574 Acres) | | | 0020 740B000 128.000 SQFT| 0.00000 0.00| 8.00000 1024.00| 0.00000 0.00 Construction Signs | | | SECTION TOTALS | $ 58,375.80| $ 61,024.00| $ 72,324.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 58,375.80| $ 61,024.00| $ 72,324.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 066 -1 VENDOR RANKING CALL ORDER : 066 CONTRACT ID : 20040220066 COUNTIES : LIMESTONE MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 MORGAN CONTRACT TIME : 72 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-401-690-000-401 for constructing the Maintenance Roadside Mowing at sites on I-65 and I-565 as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03062 COOK CONTRACTORS, INC. $ 177,364.80 100.0000% 2 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 183,128.00 103.2493% 3 16033 PARKER GRASSING, INC. $ 219,744.00 123.8938% 4 02101 BASS MOWING, LLC $ 221,848.00 125.0801% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 066 -2 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20040220066 COUNTIES : LIMESTONE MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 MORGAN ==================================================================================================================================== |( 1 ) 03062 |( 2 ) 02040 |( 3 ) 16033 |COOK CONTRACTORS, INC. |BENTLEY TURF AND LANDSCAPE, |PARKER GRASSING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 59121.60000 177364.80| 61000.00000 183000.00| 73248.00000 219744.00 Maintenance Roadside Mowing | | | (Approximately 1744 ACRES | | | 0020 740B000 128.000 SQFT| 0.00000 0.00| 1.00000 128.00| 0.00000 0.00 Construction Signs | | | SECTION TOTALS | $ 177,364.80| $ 183,128.00| $ 219,744.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 177,364.80| $ 183,128.00| $ 219,744.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/23/04 PAGE : 066 -3 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20040220066 COUNTIES : LIMESTONE MADISON LETTING DATE : 02/20/04 10:00 AM DIVISION : 01 MORGAN ==================================================================================================================================== |( 4 ) 02101 |( ) |( ) |BASS MOWING, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 73736.00000 221208.00| | Maintenance Roadside Mowing | | | (Approximately 1744 ACRES | | | 0020 740B000 128.000 SQFT| 5.00000 640.00| | Construction Signs | | | SECTION TOTALS | $ 221,848.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 221,848.00| $ 0.00| $ ====================================================================================================================================