ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20030228001 COUNTIES : MOBILE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-7543(600) for constructing the Bridge Repair on the Cochrane Bridge on S.R.#16 (U.S.#90) over the Mobile River in the city of Mobile. Length - 1.380 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02081 BRASFIELD & GORRIE, L.L.C. $ 2,424,188.50 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,579,810.00 106.4195% 3 19009 GILBERT SOUTHERN CORPORATION $ 2,785,750.00 114.9147% 4 23071 WARRIOR CONSTRUCTORS, INC. $ 3,156,410.00 130.2048% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030228001 COUNTIES : MOBILE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 01007 |( 3 ) 19009 |BRASFIELD & GORRIE, L.L.C. |ALABAMA BRIDGE BUILDERS, IN |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 518H000 LUMP| 120000.00000 120000.00| 200000.00000 200000.00| 225000.00000 225000.00 Box Girder And Tower Ventilation System | | | 0020 519B000 LUMP| 987602.00000 987602.00| 1015000.00000 1015000.00| 1100000.00000 1100000.00 Box Girder Lighting System | | | 0030 520S000 LUMP| 373970.00000 373970.00| 425000.00000 425000.00| 400000.00000 400000.00 Tower Inspection Access System | | | 0040 520T000 LUMP| 400000.00000 400000.00| 375000.00000 375000.00| 400000.00000 400000.00 Catwalks And Ladders | | | 0050 520U000 8.000 EACH| 30000.00000 240000.00| 31250.00000 250000.00| 25000.00000 200000.00 Box Girder Inspection Access Holes | | | 0060 520V000 96.000 EACH| 60.00000 5760.00| 525.00000 50400.00| 1000.00000 96000.00 Protective Boot Retrofit | | | 0070 520W000 5.000 EACH| 1900.00000 9500.00| 4000.00000 20000.00| 2000.00000 10000.00 Grout Port Repair | | | 0090 600A000 LUMP| 220000.00000 220000.00| 197000.00000 197000.00| 270000.00000 270000.00 Mobilization | | | 0100 680A000 LUMP| 50000.00000 50000.00| 20000.00000 20000.00| 50000.00000 50000.00 Engineering Controls | | | 0110 740B000 234.000 SQFT| 8.50000 1989.00| 15.00000 3510.00| 25.00000 5850.00 Construction Signs | | | 0120 740D000 189.000 EACH| 57.50000 10867.50| 100.00000 18900.00| 100.00000 18900.00 Channelizing Drums | | | 0130 741C010 1.000 EACH| 4500.00000 4500.00| 5000.00000 5000.00| 10000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,424,188.50| $ 2,579,810.00| $ 2,785,750.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,424,188.50| $ 2,579,810.00| $ 2,785,750.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030228001 COUNTIES : MOBILE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23071 |( ) |( ) |WARRIOR CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 518H000 LUMP| 300000.00000 300000.00| | Box Girder And Tower Ventilation System | | | 0020 519B000 LUMP| 1400000.00000 1400000.00| | Box Girder Lighting System | | | 0030 520S000 LUMP| 300000.00000 300000.00| | Tower Inspection Access System | | | 0040 520T000 LUMP| 575000.00000 575000.00| | Catwalks And Ladders | | | 0050 520U000 8.000 EACH| 10000.00000 80000.00| | Box Girder Inspection Access Holes | | | 0060 520V000 96.000 EACH| 375.00000 36000.00| | Protective Boot Retrofit | | | 0070 520W000 5.000 EACH| 5000.00000 25000.00| | Grout Port Repair | | | 0090 600A000 LUMP| 378000.00000 378000.00| | Mobilization | | | 0100 680A000 LUMP| 25000.00000 25000.00| | Engineering Controls | | | 0110 740B000 234.000 SQFT| 15.00000 3510.00| | Construction Signs | | | 0120 740D000 189.000 EACH| 100.00000 18900.00| | Channelizing Drums | | | 0130 741C010 1.000 EACH| 15000.00000 15000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 3,156,410.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,156,410.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20030228002 COUNTIES : MARSHALL LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0001(502) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#1 (U.S.#431) from the Etowah County line in Boaz to Carlisle Street in Albertville. Length 7.125 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 2,508,009.60 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030228002 COUNTIES : MARSHALL LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 15015.000 GAL | 0.12500 1876.88| | Tack Coat | | | 0020 408A051 146642.000 SQYD| 0.55000 80653.10| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 408A052 54173.000 SQYD| 0.55000 29795.15| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 700.000 SQYD| 2.00000 1400.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410B001 1.000 EACH| 1500.00000 1500.00| | State Retained Profilograph | | | 0060 424A281 22666.000 TON | 42.53000 963984.98| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0070 424A286 1000.000 TON | 44.99000 44990.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424B281 14863.000 TON | 35.83000 532541.29| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0090 424B285 50.000 TON | 45.00000 2250.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B289 105.000 TON | 45.00000 4725.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 424B581 5960.000 TON | 32.12000 191435.20| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030228002 COUNTIES : MARSHALL LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 430B014 4982.000 TON | 12.75000 63520.50| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0130 600A000 LUMP| 125000.00000 125000.00| | Mobilization | | | 0140 701C000 50.000 MILE| 360.00000 18000.00| | Broken Temporary Traffic Stripe | | | 0150 701C001 86.000 MILE| 480.00000 41280.00| | Solid Temporary Traffic Stripe | | | 0160 702A040 15.000 MILE| 1995.00000 29925.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A041 15.000 MILE| 3995.00000 59925.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A043 15.000 MILE| 3995.00000 59925.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702B011 21200.000 LF | 1.85000 39220.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 0200 703A002 10666.000 SQFT| 2.25000 23998.50| | Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 1260.000 SQFT| 3.25000 4095.00| | Traffic Control Legends, Class 2, Type | | | 0220 705A030 90.000 EACH| 5.50000 495.00| | Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 950.000 EACH| 5.00000 4750.00| | Pavement Markers, Class A-H, Type 1-A | | | 0240 730H001 33300.000 LF | 3.50000 116550.00| | Loop Wire | | | 0250 730I001 41900.000 LF | 1.00000 41900.00| | Loop Detector Lead-In-Cable | | | 0260 730K000 29.000 EACH| 250.00000 7250.00| | Traffic Signal Junction Box | | | 0270 740B000 1128.000 SQFT| 8.00000 9024.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030228002 COUNTIES : MARSHALL LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 740D000 200.000 EACH| 10.00000 2000.00| | Channelizing Drums | | | 0290 740E000 200.000 EACH| 8.00000 1600.00| | Cones (36 Inches High) | | | 0300 740M001 200.000 EACH| 2.00000 400.00| | Ballast For Cone | | | 0310 741C010 2.000 EACH| 2000.00000 4000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,508,009.60| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,508,009.60| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20030228003 COUNTIES : MADISON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0001(505) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#01 (U.S.#431) from MP 316.280 in New Hope to MP 323.452 at the south end of the Flint River Bridge. Length - 7.172 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,396,528.77 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,510,704.03 108.1756% 3 19010 SHELBY CONTRACTING CO., INC. $ 1,625,221.54 116.3758% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030228003 COUNTIES : MADISON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01018 |( 3 ) 19010 |WHITAKER CONTRACTING CORPOR |APAC-ALABAMA, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 6618.000 GAL | 1.25000 8272.50| 1.33000 8801.94| 0.95000 6287.10 Tack Coat | | | 0020 408A051 106832.000 SQYD| 0.34000 36322.88| 0.41000 43801.12| 0.68000 72645.76 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 408A052 107361.000 SQYD| 0.34000 36502.74| 0.55000 59048.55| 0.73000 78373.53 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 1600.000 SQYD| 1.88000 3008.00| 3.11000 4976.00| 1.00000 1600.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410B001 1.000 EACH| 1500.00000 1500.00| 2599.50000 2599.50| 19250.00000 19250.00 State Retained Profilograph | | | 0060 410H000 1.000 EACH| 2915.00000 2915.00| 38834.63000 38834.63| 500.00000 500.00 Material Remixing Device | | | 0070 424A286 500.000 TON | 38.00000 19000.00| 36.35000 18175.00| 47.19000 23595.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424A361 16065.000 TON | 34.76000 558419.40| 37.81000 607417.65| 44.47000 714410.55 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A367 517.000 TON | 38.00000 19646.00| 56.37000 29143.29| 40.00000 20680.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B651 11810.000 TON | 28.75000 339537.50| 29.63000 349930.30| 32.31000 381581.10 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0110 424B659 265.000 TON | 32.75000 8678.75| 41.93000 11111.45| 35.00000 9275.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030228003 COUNTIES : MADISON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01018 |( 3 ) 19010 |WHITAKER CONTRACTING CORPOR |APAC-ALABAMA, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 430B040 3925.000 TON | 11.40000 44745.00| 8.73000 34265.25| 12.15000 47688.75 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0130 600A000 LUMP| 61500.00000 61500.00| 36139.43000 36139.43| 1000.00000 1000.00 Mobilization | | | 0140 701C000 35.000 MILE| 340.00000 11900.00| 346.80000 12138.00| 340.00000 11900.00 Broken Temporary Traffic Stripe | | | 0150 701C001 70.000 MILE| 380.00000 26600.00| 367.20000 25704.00| 360.00000 25200.00 Solid Temporary Traffic Stripe | | | 0160 701G121 2660.000 LF | 1.90000 5054.00| 1.73000 4601.80| 1.70000 4522.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701G125 2660.000 LF | 3.50000 9310.00| 3.32000 8831.20| 3.25000 8645.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G133 2660.000 LF | 3.50000 9310.00| 3.32000 8831.20| 3.25000 8645.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701H001 5320.000 LF | 0.50000 2660.00| 0.51000 2713.20| 0.50000 2660.00 Solid Traffic Stripe Removed (Plastic) | | | 0200 701H006 2660.000 LF | 0.40000 1064.00| 0.41000 1090.60| 0.40000 1064.00 Broken Traffic Stripe Removed (Plastic) | | | 0210 702A040 14.000 MILE| 2000.00000 28000.00| 1989.00000 27846.00| 1950.00000 27300.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 702A041 14.000 MILE| 4000.00000 56000.00| 4029.00000 56406.00| 3950.00000 55300.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 702A043 14.000 MILE| 4000.00000 56000.00| 4029.00000 56406.00| 3950.00000 55300.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0240 702B011 4530.000 LF | 1.80000 8154.00| 1.53000 6930.90| 1.50000 6795.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0250 703A002 1575.000 SQFT| 2.30000 3622.50| 2.30000 3622.50| 2.25000 3543.75 Traffic Control Markings, Class 2, Type | | | A | | | 0260 703B002 160.000 SQFT| 3.00000 480.00| 3.01000 481.60| 2.95000 472.00 Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030228003 COUNTIES : MADISON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01018 |( 3 ) 19010 |WHITAKER CONTRACTING CORPOR |APAC-ALABAMA, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 705A030 20.000 EACH| 5.25000 105.00| 5.10000 102.00| 5.00000 100.00 Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 950.000 EACH| 5.25000 4987.50| 5.10000 4845.00| 5.00000 4750.00 Pavement Markers, Class A-H, Type 1-A | | | 0290 730H001 4200.000 LF | 2.45000 10290.00| 2.50000 10500.00| 2.42000 10164.00 Loop Wire | | | 0300 730I001 5000.000 LF | 1.00000 5000.00| 1.02000 5100.00| 1.20000 6000.00 Loop Detector Lead-In-Cable | | | 0310 730K000 4.000 EACH| 230.00000 920.00| 234.60000 938.40| 285.00000 1140.00 Traffic Signal Junction Box | | | 0320 740B000 1128.000 SQFT| 8.00000 9024.00| 9.88000 11144.64| 9.25000 10434.00 Construction Signs | | | 0330 740D000 200.000 EACH| 10.00000 2000.00| 61.28000 12256.00| 0.00000 0.00 Channelizing Drums | | | 0340 740E000 200.000 EACH| 8.00000 1600.00| 11.98000 2396.00| 10.00000 2000.00 Cones (36 Inches High) | | | 0350 740M001 200.000 EACH| 2.00000 400.00| 7.48000 1496.00| 0.00000 0.00 Ballast For Cone | | | 0360 741C010 2.000 EACH| 2000.00000 4000.00| 1039.44000 2078.88| 1200.00000 2400.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,396,528.77| $ 1,510,704.03| $ 1,625,221.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,396,528.77| $ 1,510,704.03| $ 1,625,221.54 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20030228020 COUNTIES : MOBILE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : STPAA-0193(501) for constructing the Structure Removal and Soil Remediation on S.R.#193 at the East Fowl River in Mon Louis. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02097 BACKLUND & ASSOCIATES $ 91,293.50 100.0000% 2 18066 REMEDIAL SERVICES, INC. $ 96,561.00 105.7699% 3 08047 MIKE HOFFMAN'S EQUIPMENT SERVICE, INC. $ 100,756.00 110.3649% 4 01086 ACTION RESOURCES, INC. $ 126,527.00 138.5937% 5 05013 ESFELLER CONSTRUCTION CO., INC. $ 127,629.87 139.8017% 6 19081 SHOTCRETE OF AMERICA $ 156,750.00 171.6990% 7 02091 BOYD EXCAVATING, INC. $ 237,187.00 259.8071% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030228020 COUNTIES : MOBILE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02097 |( 2 ) 18066 |( 3 ) 08047 |BACKLUND & ASSOCIATES |REMEDIAL SERVICES, INC. |MIKE HOFFMAN'S EQUIPMENT SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 205A001 1.000 EACH| 7455.00000 7455.00| 3840.00000 3840.00| 2689.00000 2689.00 Removal Of Structures, Structure No. 1 | | | 0020 205A002 1.000 EACH| 6144.00000 6144.00| 4260.00000 4260.00| 2189.00000 2189.00 Removal Of Structures, Structure No. 2 | | | 0030 205A003 1.000 EACH| 3736.00000 3736.00| 2916.00000 2916.00| 1689.00000 1689.00 Removal Of Structures, Structure No. 3 | | | 0040 205A004 1.000 EACH| 4650.00000 4650.00| 3550.00000 3550.00| 2022.00000 2022.00 Removal Of Structures, Structure No. 4 | | | 0050 205A005 1.000 EACH| 3876.00000 3876.00| 3420.00000 3420.00| 1855.00000 1855.00 Removal Of Structures, Structure No. 5 | | | 0060 205A006 1.000 EACH| 4800.00000 4800.00| 3700.00000 3700.00| 2022.00000 2022.00 Removal Of Structures, Structure No. 6 | | | 0070 210D000 200.000 CUYD| 10.00000 2000.00| 6.50000 1300.00| 7.00000 1400.00 Borrow Excavation | | | 0080 250B000 500.000 CUYD| 55.00000 27500.00| 50.00000 25000.00| 87.45000 43725.00 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0090 250C000 5.000 EACH| 2750.00000 13750.00| 3300.00000 16500.00| 3595.00000 17975.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0100 250N000 1500.000 GAL | 1.00000 1500.00| 1.00000 1500.00| 1.00000 1500.00 Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0110 600A000 LUMP| 2000.00000 2000.00| 5350.00000 5350.00| 8365.00000 8365.00 Mobilization | | | 0120 650A000 100.000 CUYD| 8.00000 800.00| 12.00000 1200.00| 15.00000 1500.00 Topsoil | | | 0130 652A057 1.000 ACRE| 400.00000 400.00| 750.00000 750.00| 600.00000 600.00 Seeding (Mix 3A) | | | 0140 656A000 1.000 ACRE| 400.00000 400.00| 750.00000 750.00| 600.00000 600.00 Mulching, Class A, Type 1 | | | 0150 665E000 1500.000 SQYD| 1.00000 1500.00| 0.35000 525.00| 0.50000 750.00 Polyethylene | | | 0160 665F000 350.000 EACH| 4.00000 1400.00| 5.00000 1750.00| 5.00000 1750.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030228020 COUNTIES : MOBILE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02097 |( 2 ) 18066 |( 3 ) 08047 |BACKLUND & ASSOCIATES |REMEDIAL SERVICES, INC. |MIKE HOFFMAN'S EQUIPMENT SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 665G000 100.000 EACH| 1.00000 100.00| 5.00000 500.00| 2.50000 250.00 Sand Bags | | | 0180 665J000 3950.000 LF | 2.35000 9282.50| 5.00000 19750.00| 2.50000 9875.00 Silt Fence, Type A | | | SECTION TOTALS | $ 91,293.50| $ 96,561.00| $ 100,756.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 91,293.50| $ 96,561.00| $ 100,756.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030228020 COUNTIES : MOBILE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01086 |( 5 ) 05013 |( 6 ) 19081 |ACTION RESOURCES, INC. |ESFELLER CONSTRUCTION CO., |SHOTCRETE OF AMERICA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 205A001 1.000 EACH| 4070.00000 4070.00| 6518.20000 6518.20| 14000.00000 14000.00 Removal Of Structures, Structure No. 1 | | | 0020 205A002 1.000 EACH| 3070.00000 3070.00| 4664.70000 4664.70| 10000.00000 10000.00 Removal Of Structures, Structure No. 2 | | | 0030 205A003 1.000 EACH| 3570.00000 3570.00| 2393.20000 2393.20| 9000.00000 9000.00 Removal Of Structures, Structure No. 3 | | | 0040 205A004 1.000 EACH| 3170.00000 3170.00| 3548.20000 3548.20| 6000.00000 6000.00 Removal Of Structures, Structure No. 4 | | | 0050 205A005 1.000 EACH| 3770.00000 3770.00| 3053.20000 3053.20| 12000.00000 12000.00 Removal Of Structures, Structure No. 5 | | | 0060 205A006 1.000 EACH| 4070.00000 4070.00| 3988.21000 3988.21| 14000.00000 14000.00 Removal Of Structures, Structure No. 6 | | | 0070 210D000 200.000 CUYD| 8.70000 1740.00| 12.00000 2400.00| 25.00000 5000.00 Borrow Excavation | | | 0080 250B000 500.000 CUYD| 107.00000 53500.00| 66.91000 33455.00| 55.00000 27500.00 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0090 250C000 5.000 EACH| 2777.00000 13885.00| 5110.01000 25550.05| 3000.00000 15000.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0100 250N000 1500.000 GAL | 2.07000 3105.00| 0.75000 1125.00| 3.00000 4500.00 Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0110 600A000 LUMP| 13470.00000 13470.00| 14519.11000 14519.11| 20000.00000 20000.00 Mobilization | | | 0120 650A000 100.000 CUYD| 10.77000 1077.00| 14.00000 1400.00| 25.00000 2500.00 Topsoil | | | 0130 652A057 1.000 ACRE| 777.00000 777.00| 750.00000 750.00| 1000.00000 1000.00 Seeding (Mix 3A) | | | 0140 656A000 1.000 ACRE| 777.00000 777.00| 750.00000 750.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0150 665E000 1500.000 SQYD| 1.07000 1605.00| 1.01000 1515.00| 1.00000 1500.00 Polyethylene | | | 0160 665F000 350.000 EACH| 7.07000 2474.50| 5.00000 1750.00| 4.00000 1400.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030228020 COUNTIES : MOBILE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01086 |( 5 ) 05013 |( 6 ) 19081 |ACTION RESOURCES, INC. |ESFELLER CONSTRUCTION CO., |SHOTCRETE OF AMERICA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 665G000 100.000 EACH| 2.70000 270.00| 5.00000 500.00| 5.00000 500.00 Sand Bags | | | 0180 665J000 3950.000 LF | 3.07000 12126.50| 5.00000 19750.00| 3.00000 11850.00 Silt Fence, Type A | | | SECTION TOTALS | $ 126,527.00| $ 127,629.87| $ 156,750.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 126,527.00| $ 127,629.87| $ 156,750.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030228020 COUNTIES : MOBILE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 02091 |( ) |( ) |BOYD EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 205A001 1.000 EACH| 7300.00000 7300.00| | Removal Of Structures, Structure No. 1 | | | 0020 205A002 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 2 | | | 0030 205A003 1.000 EACH| 6150.00000 6150.00| | Removal Of Structures, Structure No. 3 | | | 0040 205A004 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 4 | | | 0050 205A005 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 5 | | | 0060 205A006 1.000 EACH| 15000.00000 15000.00| | Removal Of Structures, Structure No. 6 | | | 0070 210D000 200.000 CUYD| 42.76000 8552.00| | Borrow Excavation | | | 0080 250B000 500.000 CUYD| 126.31000 63155.00| | Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0090 250C000 5.000 EACH| 5500.00000 27500.00| | Underground Storage Tank Removal | | | (Specialty Item) | | | 0100 250N000 1500.000 GAL | 10.12000 15180.00| | Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0110 600A000 LUMP| 35500.00000 35500.00| | Mobilization | | | 0120 650A000 100.000 CUYD| 75.00000 7500.00| | Topsoil | | | 0130 652A057 1.000 ACRE| 2500.00000 2500.00| | Seeding (Mix 3A) | | | 0140 656A000 1.000 ACRE| 2500.00000 2500.00| | Mulching, Class A, Type 1 | | | 0150 665E000 1500.000 SQYD| 4.00000 6000.00| | Polyethylene | | | 0160 665F000 350.000 EACH| 7.50000 2625.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030228020 COUNTIES : MOBILE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 02091 |( ) |( ) |BOYD EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 665G000 100.000 EACH| 10.00000 1000.00| | Sand Bags | | | 0180 665J000 3950.000 LF | 5.50000 21725.00| | Silt Fence, Type A | | | SECTION TOTALS | $ 237,187.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 237,187.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20030228021 COUNTIES : LAMAR LETTING DATE : 02/28/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-CN03(203) for constructing the Resurfacing and Traffic Stripe on various county roads as indicated on the plans. Length 22.790 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,180,644.00 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,226,133.05 103.8529% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030228021 COUNTIES : LAMAR LETTING DATE : 02/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D001 5000.000 CUYD| 10.00000 50000.00| 13.43000 67150.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 212A000 2407.000 STA | 1.00000 2407.00| 1.77000 4260.39| Machine Grading Shoulders | | | 0030 405A000 8800.000 GAL | 1.20000 10560.00| 1.08000 9504.00| Tack Coat | | | 0040 429A221 20057.000 TON | 38.50000 772194.50| 38.23000 766779.11| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429A227 1800.000 TON | 38.50000 69300.00| 43.50000 78300.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 600A000 LUMP| 29600.00000 29600.00| 15414.54000 15414.54| Mobilization | | | 0070 630A001 3625.000 LF | 18.50000 67062.50| 22.24000 80620.00| Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C050 6.000 EACH| 1100.00000 6600.00| 1322.16000 7932.96| Guardrail End Anchor, Type 20 Series | | | 0090 630C070 63.000 EACH| 1100.00000 69300.00| 1322.16000 83296.08| Guardrail End Anchor, Type 10 Series | | | 0100 658A001 17.000 ACRE| 1350.00000 22950.00| 1081.76000 18389.92| Hydro-Seeding & Mulching (Mix 1E) | | | 0110 701A030 46.000 MILE| 625.00000 28750.00| 709.91000 32655.86| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0120 701A034 32.000 MILE| 625.00000 20000.00| 709.91000 22717.12| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A044 14.000 MILE| 295.00000 4130.00| 335.08000 4691.12| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0140 701C000 14.000 MILE| 380.00000 5320.00| 431.62000 6042.68| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030228021 COUNTIES : LAMAR LETTING DATE : 02/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C001 32.000 MILE| 490.00000 15680.00| 556.57000 17810.24| Solid Temporary Traffic Stripe | | | 0160 740B000 414.000 SQFT| 10.00000 4140.00| 9.62000 3982.68| Construction Signs | | | 0170 740E000 50.000 EACH| 1.00000 50.00| 5.11000 255.50| Cones (36 Inches High) | | | 0180 740O000 1.000 EACH| 2600.00000 2600.00| 6330.85000 6330.85| Pilot Car | | | SECTION TOTALS | $ 1,180,644.00| $ 1,226,133.05| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,180,644.00| $ 1,226,133.05| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20030228022 COUNTIES : CULLMAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 175 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-CN03(200) for constructing the Bridge Replacements (Bridge Culverts) (6) and Approaches on various county roads as indicated on the plans. Length 0.592 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 1,370,499.23 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 1,483,456.90 108.2421% 3 01001 ABRAMSON, LLC $ 1,572,744.82 114.7571% 4 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 1,573,673.27 114.8248% 5 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 1,853,863.88 135.2692% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030228022 COUNTIES : CULLMAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 07048 |( 3 ) 01001 |CHRISTOPHER PLUMBING & ELEC |GLASGOW CONSTRUCTION CO., I |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 9685.00000 9685.00| 20000.00000 20000.00| 28540.00000 28540.00 Clearing & Grubbing (Approximately 4 | | | ACRES) | | | 0020 206A000 LUMP| 1760.00000 1760.00| 3000.00000 3000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 11+80.75 | | | 0030 206A001 LUMP| 1760.00000 1760.00| 1000.00000 1000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 13+64.26 | | | 0040 206A002 LUMP| 1760.00000 1760.00| 3000.00000 3000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 13+27.94 | | | 0050 206A003 LUMP| 1760.00000 1760.00| 10000.00000 10000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 19+10.96 | | | 0060 206A004 LUMP| 1760.00000 1760.00| 3000.00000 3000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 14+67.63 | | | 0070 210A000 6212.000 CUYD| 4.32000 26835.84| 6.00000 37272.00| 7.35000 45658.20 Unclassified Excavation | | | 0080 210D001 11292.000 CUYD| 5.25000 59283.00| 8.00000 90336.00| 8.40000 94852.80 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0090 214A000 11766.000 CUYD| 2.86000 33650.76| 10.00000 117660.00| 15.75000 185314.50 Structure Excavation | | | 0100 214B001 1543.000 CUYD| 10.25000 15815.75| 16.00000 24688.00| 16.00000 24688.00 Foundation Backfill, Commercial | | | 0110 230A000 33.000 RBST| 550.00000 18150.00| 680.00000 22440.00| 715.00000 23595.00 Roadbed Processing | | | 0120 301A012 7828.000 SQYD| 3.45000 27006.60| 7.30000 57144.40| 7.66000 59962.48 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 7653.000 SQYD| 0.90000 6887.70| 0.60000 4591.80| 0.65000 4974.45 Bituminous Treatment A | | | 0140 405A000 209.000 GAL | 1.44000 300.96| 2.00000 418.00| 2.10000 438.90 Tack Coat | | | 0150 429A020 383.000 TON | 66.00000 25278.00| 93.50000 35810.50| 98.00000 37534.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030228022 COUNTIES : CULLMAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 07048 |( 3 ) 01001 |CHRISTOPHER PLUMBING & ELEC |GLASGOW CONSTRUCTION CO., I |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429B201 1055.000 TON | 56.00000 59080.00| 51.00000 53805.00| 53.55000 56495.25 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0170 430B026 28.000 TON | 10.00000 280.00| 25.00000 700.00| 18.90000 529.20 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0180 502A000 343293.000 LB | 0.45000 154481.85| 0.40000 137317.20| 0.45000 154481.85 Steel Reinforcement | | | 0190 524A011 2359.000 CUYD| 280.00000 660520.00| 250.00000 589750.00| 222.25000 524287.75 Culvert Concrete (Cast In Place) | | | 0200 535A000 28.000 LF | 20.00000 560.00| 16.00000 448.00| 18.38000 514.64 15" Side Drain Pipe | | | 0210 535A001 79.000 LF | 20.00000 1580.00| 20.00000 1580.00| 21.00000 1659.00 18" Side Drain Pipe | | | 0220 600A000 LUMP| 100460.00000 100460.00| 50000.00000 50000.00| 61500.00000 61500.00 Mobilization | | | 0230 610C001 2334.000 TON | 10.25000 23923.50| 20.00000 46680.00| 26.25000 61267.50 Loose Riprap, Class 2 | | | 0240 610D000 2250.000 SQYD| 2.50000 5625.00| 1.00000 2250.00| 0.90000 2025.00 Filter Blanket | | | 0250 614A000 6.000 CUYD| 180.00000 1080.00| 250.00000 1500.00| 210.00000 1260.00 Slope Paving | | | 0260 618B003 94.000 SQYD| 22.00000 2068.00| 20.00000 1880.00| 32.50000 3055.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0270 619A100 2.000 EACH| 605.00000 1210.00| 400.00000 800.00| 550.00000 1100.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 619A101 6.000 EACH| 625.00000 3750.00| 450.00000 2700.00| 600.00000 3600.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 630A001 2288.000 LF | 16.25000 37180.00| 24.00000 54912.00| 22.00000 50336.00 Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C001 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| 630.00000 1890.00 Guardrail End Anchor, Type 8 | | | 0310 630C070 13.000 EACH| 1100.00000 14300.00| 1100.00000 14300.00| 1365.00000 17745.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030228022 COUNTIES : CULLMAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 07048 |( 3 ) 01001 |CHRISTOPHER PLUMBING & ELEC |GLASGOW CONSTRUCTION CO., I |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 650B000 1482.000 CUYD| 5.06000 7498.92| 5.00000 7410.00| 4.75000 7039.50 Topsoil From Stockpiles | | | 0330 654A000 21.000 SQYD| 5.00000 105.00| 10.00000 210.00| 10.00000 210.00 Solid Sodding | | | 0340 665F000 162.000 EACH| 3.25000 526.50| 10.00000 1620.00| 7.15000 1158.30 Hay Bales | | | 0350 665I000 130.000 TON | 10.25000 1332.50| 20.00000 2600.00| 27.00000 3510.00 Temporary Riprap, Class 2 | | | 0360 665J000 6002.000 LF | 5.80000 34811.60| 5.00000 30010.00| 5.25000 31510.50 Silt Fence, Type A | | | 0370 665K000 39.000 CUYD| 1.00000 39.00| 30.00000 1170.00| 21.00000 819.00 Drainage Sump Excavation | | | 0380 680A000 LUMP| 4600.00000 4600.00| 23500.00000 23500.00| 20000.00000 20000.00 Engineering Controls | | | 0390 701A004 4.000 MILE| 400.00000 1600.00| 1500.00000 6000.00| 400.00000 1600.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701A012 4.000 MILE| 400.00000 1600.00| 1500.00000 6000.00| 390.00000 1560.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 740B000 961.000 SQFT| 9.75000 9369.75| 8.00000 7688.00| 9.00000 8649.00 Construction Signs | | | 0420 740F002 34.000 EACH| 180.00000 6120.00| 160.00000 5440.00| 176.00000 5984.00 Barricades, Type III | | | 0430 740I005 17.000 EACH| 212.00000 3604.00| 78.00000 1326.00| 200.00000 3400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,370,499.23| $ 1,483,456.90| $ 1,572,744.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,370,499.23| $ 1,483,456.90| $ 1,572,744.82 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030228022 COUNTIES : CULLMAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 07003 |( ) |RILEY BRIDGE & ENGINEERING |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 201A000 LUMP| 15000.00000 15000.00| 144000.00000 144000.00| Clearing & Grubbing (Approximately 4 | | | ACRES) | | | 0020 206A000 LUMP| 6000.00000 6000.00| 12000.00000 12000.00| Removal Of Old Bridge, Station 11+80.75 | | | 0030 206A001 LUMP| 6000.00000 6000.00| 12000.00000 12000.00| Removal Of Old Bridge, Station 13+64.26 | | | 0040 206A002 LUMP| 6000.00000 6000.00| 12000.00000 12000.00| Removal Of Old Bridge, Station 13+27.94 | | | 0050 206A003 LUMP| 6000.00000 6000.00| 12000.00000 12000.00| Removal Of Old Bridge, Station 19+10.96 | | | 0060 206A004 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| Removal Of Old Bridge, Station 14+67.63 | | | 0070 210A000 6212.000 CUYD| 3.50000 21742.00| 7.00000 43484.00| Unclassified Excavation | | | 0080 210D001 11292.000 CUYD| 8.50000 95982.00| 10.00000 112920.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0090 214A000 11766.000 CUYD| 6.80000 80008.80| 6.00000 70596.00| Structure Excavation | | | 0100 214B001 1543.000 CUYD| 24.00000 37032.00| 18.00000 27774.00| Foundation Backfill, Commercial | | | 0110 230A000 33.000 RBST| 300.00000 9900.00| 700.00000 23100.00| Roadbed Processing | | | 0120 301A012 7828.000 SQYD| 6.10000 47750.80| 7.50000 58710.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 7653.000 SQYD| 1.25000 9566.25| 0.70000 5357.10| Bituminous Treatment A | | | 0140 405A000 209.000 GAL | 2.50000 522.50| 2.00000 418.00| Tack Coat | | | 0150 429A020 383.000 TON | 50.00000 19150.00| 95.00000 36385.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 022 -6 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030228022 COUNTIES : CULLMAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 07003 |( ) |RILEY BRIDGE & ENGINEERING |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429B201 1055.000 TON | 50.00000 52750.00| 53.00000 55915.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0170 430B026 28.000 TON | 25.00000 700.00| 17.00000 476.00| Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0180 502A000 343293.000 LB | 0.44000 151048.92| 0.46000 157914.78| Steel Reinforcement | | | 0190 524A011 2359.000 CUYD| 285.00000 672315.00| 260.00000 613340.00| Culvert Concrete (Cast In Place) | | | 0200 535A000 28.000 LF | 28.00000 784.00| 26.00000 728.00| 15" Side Drain Pipe | | | 0210 535A001 79.000 LF | 30.00000 2370.00| 25.00000 1975.00| 18" Side Drain Pipe | | | 0220 600A000 LUMP| 100000.00000 100000.00| 144000.00000 144000.00| Mobilization | | | 0230 610C001 2334.000 TON | 20.00000 46680.00| 18.00000 42012.00| Loose Riprap, Class 2 | | | 0240 610D000 2250.000 SQYD| 3.00000 6750.00| 2.00000 4500.00| Filter Blanket | | | 0250 614A000 6.000 CUYD| 350.00000 2100.00| 350.00000 2100.00| Slope Paving | | | 0260 618B003 94.000 SQYD| 32.00000 3008.00| 38.00000 3572.00| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0270 619A100 2.000 EACH| 750.00000 1500.00| 350.00000 700.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 619A101 6.000 EACH| 750.00000 4500.00| 400.00000 2400.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 630A001 2288.000 LF | 24.50000 56056.00| 14.00000 32032.00| Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C001 3.000 EACH| 525.00000 1575.00| 1200.00000 3600.00| Guardrail End Anchor, Type 8 | | | 0310 630C070 13.000 EACH| 1110.00000 14430.00| 1600.00000 20800.00| Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 022 -7 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030228022 COUNTIES : CULLMAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 07003 |( ) |RILEY BRIDGE & ENGINEERING |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 650B000 1482.000 CUYD| 6.50000 9633.00| 7.00000 10374.00| Topsoil From Stockpiles | | | 0330 654A000 21.000 SQYD| 7.00000 147.00| 5.00000 105.00| Solid Sodding | | | 0340 665F000 162.000 EACH| 7.00000 1134.00| 8.00000 1296.00| Hay Bales | | | 0350 665I000 130.000 TON | 20.00000 2600.00| 20.00000 2600.00| Temporary Riprap, Class 2 | | | 0360 665J000 6002.000 LF | 5.50000 33011.00| 5.00000 30010.00| Silt Fence, Type A | | | 0370 665K000 39.000 CUYD| 15.00000 585.00| 20.00000 780.00| Drainage Sump Excavation | | | 0380 680A000 LUMP| 6000.00000 6000.00| 100000.00000 100000.00| Engineering Controls | | | 0390 701A004 4.000 MILE| 800.00000 3200.00| 900.00000 3600.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701A012 4.000 MILE| 8.00000 32.00| 900.00000 3600.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 740B000 961.000 SQFT| 10.00000 9610.00| 15.00000 14415.00| Construction Signs | | | 0420 740F002 34.000 EACH| 500.00000 17000.00| 300.00000 10200.00| Barricades, Type III | | | 0430 740I005 17.000 EACH| 500.00000 8500.00| 475.00000 8075.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,573,673.27| $ 1,853,863.88| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,573,673.27| $ 1,853,863.88| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20030228023 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-CN03(202) for constructing the Bridge Replacements (7) (Precast) on various County Roads at various streams as indicated on the plans. Length 0.110 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16050 POPE CONTRACTING, INC. $ 1,652,324.15 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 1,746,983.86 105.7289% 3 13099 MCINNIS, LLC $ 1,792,212.00 108.4661% 4 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,899,861.35 114.9812% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030228023 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16050 |( 2 ) 13021 |( 3 ) 13099 |POPE CONTRACTING, INC. |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 5500.00000 5500.00| 7330.00000 7330.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 6+52.44, | | | Site 1 | | | 0020 206A001 LUMP| 6800.00000 6800.00| 9530.00000 9530.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 5+00.00, | | | Site 2 | | | 0030 206A002 LUMP| 9000.00000 9000.00| 16570.00000 16570.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 5+00.00, | | | Site 3 | | | 0040 206A003 LUMP| 9000.00000 9000.00| 14220.00000 14220.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 5+00.00, | | | Site 4 | | | 0050 206A004 LUMP| 6000.00000 6000.00| 7180.00000 7180.00| 20000.00000 20000.00 Removal Of Old Bridge, Station STA 5+00 | | | 04, Site 5 | | | 0060 206A005 LUMP| 6000.00000 6000.00| 7180.00000 7180.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 5+00.00, | | | Site 6 | | | 0070 206A006 LUMP| 5000.00000 5000.00| 4980.00000 4980.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 5+00.00, | | | Site 7 | | | 0080 210A000 2017.000 CUYD| 5.00000 10085.00| 3.30000 6656.10| 8.00000 16136.00 Unclassified Excavation | | | 0090 502A000 31806.000 LB | 1.15000 36576.90| 1.00000 31806.00| 0.50000 15903.00 Steel Reinforcement | | | 0100 505A015 13.000 EACH| 3500.00000 45500.00| 2450.00000 31850.00| 6000.00000 78000.00 Concrete Test Piles (14 Inches Square) | | | 0110 505B045 13.000 EACH| 5700.00000 74100.00| 4900.00000 63700.00| 4000.00000 52000.00 Static Loading Tests (14 Inches Square) | | | 0120 505N000 7792.000 LF | 27.50000 214280.00| 32.00000 249344.00| 12.50000 97400.00 Concrete Piling Furnished(14 Inches | | | Square) | | | 0130 505O000 7792.000 LF | 2.00000 15584.00| 1.00000 7792.00| 13.25000 103244.00 Concrete Piling Driven(14 Inches | | | Square) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030228023 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16050 |( 2 ) 13021 |( 3 ) 13099 |POPE CONTRACTING, INC. |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 507A000 14.000 EACH| 2900.00000 40600.00| 2400.00000 33600.00| 2200.00000 30800.00 Wire Rope Abutment Anchor Assembly | | | 0150 510A000 185.000 CUYD| 500.00000 92500.00| 400.00000 74000.00| 500.00000 92500.00 Bridge Substructure Concrete, Class A | | | 0160 511A000 318.000 EACH| 51.00000 16218.00| 55.00000 17490.00| 60.00000 19080.00 Elastomeric Bearings, Type 1 | | | 0170 512C003 52.000 EACH| 2826.80000 146993.60| 3040.00000 158080.00| 3600.00000 187200.00 Precast Concrete Type 1 Span Section, | | | 3'-3" Wide By 1'-9" Deep By 34'-0" Long | | | 0180 512C004 23.000 EACH| 2870.52000 66021.96| 3165.00000 72795.00| 2800.00000 64400.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 18.000 EACH| 2925.15000 52652.70| 3475.00000 62550.00| 2800.00000 50400.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512C017 67.000 EACH| 3306.92000 221563.64| 4065.00000 272355.00| 4200.00000 281400.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0210 512C025 14.000 EACH| 3819.63000 53474.82| 4335.00000 60690.00| 3600.00000 50400.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0220 512D002 16.000 EACH| 3106.01000 49696.16| 3475.00000 55600.00| 3000.00000 48000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0230 512D005 2.000 EACH| 3108.98000 6217.96| 3510.00000 7020.00| 3200.00000 6400.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0240 512D025 4.000 EACH| 3544.34000 14177.36| 4130.00000 16520.00| 3800.00000 15200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0250 512D030 8.000 EACH| 3540.83000 28326.64| 4100.00000 32800.00| 3800.00000 30400.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0260 512D031 2.000 EACH| 3540.83000 7081.66| 4065.00000 8130.00| 4000.00000 8000.00 Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0270 512E002 76.000 EACH| 457.72000 34786.72| 355.00000 26980.00| 400.00000 30400.00 Precast Concrete Abutment Panels, Type | | | A3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030228023 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16050 |( 2 ) 13021 |( 3 ) 13099 |POPE CONTRACTING, INC. |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 512E008 24.000 EACH| 744.54000 17868.96| 190.00000 4560.00| 350.00000 8400.00 Precast Concrete Abutment Panels, Type | | | A3 (Modified) | | | 0290 512F005 38.000 EACH| 686.93000 26103.34| 625.00000 23750.00| 600.00000 22800.00 Precast Concrete Wing Panels, Type W3 | | | (Modified) | | | 0300 512G001 28.000 EACH| 698.66000 19562.48| 425.00000 11900.00| 425.00000 11900.00 Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0310 600A000 LUMP| 90000.00000 90000.00| 134531.01000 134531.01| 95000.00000 95000.00 Mobilization | | | 0320 610C001 1769.000 TON | 39.00000 68991.00| 40.00000 70760.00| 28.00000 49532.00 Loose Riprap, Class 2 | | | 0330 610D003 1701.000 SQYD| 1.25000 2126.25| 2.50000 4252.50| 3.00000 5103.00 Filter Blanket, Geotextile | | | 0340 630A001 376.000 LF | 15.00000 5640.00| 11.00000 4136.00| 14.00000 5264.00 Steel Beam Guardrail, Class A, Type 2 | | | 0350 630C001 1.000 EACH| 850.00000 850.00| 700.00000 700.00| 1000.00000 1000.00 Guardrail End Anchor, Type 8 | | | 0360 630C003 28.000 EACH| 1000.00000 28000.00| 910.00000 25480.00| 1400.00000 39200.00 Guardrail End Anchor, Type 13 | | | 0370 630C070 27.000 EACH| 1350.00000 36450.00| 1245.00000 33615.00| 1400.00000 37800.00 Guardrail End Anchor, Type 10 Series | | | 0380 665F000 350.000 EACH| 5.00000 1750.00| 6.25000 2187.50| 5.00000 1750.00 Hay Bales | | | 0390 665J000 3950.000 LF | 4.50000 17775.00| 3.25000 12837.50| 5.00000 19750.00 Silt Fence, Type A | | | 0400 665L000 1020.000 LF | 11.00000 11220.00| 16.00000 16320.00| 10.00000 10200.00 Floating Basin Boom | | | 0410 680A000 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| 10000.00000 10000.00 Engineering Controls | | | 0420 740B000 1975.000 SQFT| 10.00000 19750.00| 6.75000 13331.25| 10.00000 19750.00 Construction Signs | | | 0430 740F002 50.000 EACH| 225.00000 11250.00| 165.00000 8250.00| 500.00000 25000.00 Barricades, Type III | | | 0440 740I005 25.000 EACH| 250.00000 6250.00| 225.00000 5625.00| 500.00000 12500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,652,324.15| $ 1,746,983.86| $ 1,792,212.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,652,324.15| $ 1,746,983.86| $ 1,792,212.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030228023 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( ) |( ) |CLARK CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 17000.00000 17000.00| | Removal Of Old Bridge, Station 6+52.44, | | | Site 1 | | | 0020 206A001 LUMP| 19000.00000 19000.00| | Removal Of Old Bridge, Station 5+00.00, | | | Site 2 | | | 0030 206A002 LUMP| 23000.00000 23000.00| | Removal Of Old Bridge, Station 5+00.00, | | | Site 3 | | | 0040 206A003 LUMP| 22000.00000 22000.00| | Removal Of Old Bridge, Station 5+00.00, | | | Site 4 | | | 0050 206A004 LUMP| 17000.00000 17000.00| | Removal Of Old Bridge, Station STA 5+00 | | | 04, Site 5 | | | 0060 206A005 LUMP| 16000.00000 16000.00| | Removal Of Old Bridge, Station 5+00.00, | | | Site 6 | | | 0070 206A006 LUMP| 16000.00000 16000.00| | Removal Of Old Bridge, Station 5+00.00, | | | Site 7 | | | 0080 210A000 2017.000 CUYD| 5.11000 10306.87| | Unclassified Excavation | | | 0090 502A000 31806.000 LB | 0.43000 13676.58| | Steel Reinforcement | | | 0100 505A015 13.000 EACH| 3483.52000 45285.76| | Concrete Test Piles (14 Inches Square) | | | 0110 505B045 13.000 EACH| 4499.63000 58495.19| | Static Loading Tests (14 Inches Square) | | | 0120 505N000 7792.000 LF | 16.65000 129736.80| | Concrete Piling Furnished(14 Inches | | | Square) | | | 0130 505O000 7792.000 LF | 18.27000 142359.84| | Concrete Piling Driven(14 Inches | | | Square) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 023 -6 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030228023 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( ) |( ) |CLARK CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 507A000 14.000 EACH| 3154.94000 44169.16| | Wire Rope Abutment Anchor Assembly | | | 0150 510A000 185.000 CUYD| 658.86000 121889.10| | Bridge Substructure Concrete, Class A | | | 0160 511A000 318.000 EACH| 76.08000 24193.44| | Elastomeric Bearings, Type 1 | | | 0170 512C003 52.000 EACH| 2803.09000 145760.68| | Precast Concrete Type 1 Span Section, | | | 3'-3" Wide By 1'-9" Deep By 34'-0" Long | | | 0180 512C004 23.000 EACH| 2870.50000 66021.50| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 18.000 EACH| 3088.00000 55584.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512C017 67.000 EACH| 3604.61000 241508.87| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0210 512C025 14.000 EACH| 3976.52000 55671.28| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0220 512D002 16.000 EACH| 3144.62000 50313.92| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0230 512D005 2.000 EACH| 3164.77000 6329.54| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0240 512D025 4.000 EACH| 3807.50000 15230.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0250 512D030 8.000 EACH| 3715.25000 29722.00| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0260 512D031 2.000 EACH| 3693.68000 7387.36| | Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0270 512E002 76.000 EACH| 536.74000 40792.24| | Precast Concrete Abutment Panels, Type | | | A3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 023 -7 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030228023 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( ) |( ) |CLARK CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 512E008 24.000 EACH| 857.62000 20582.88| | Precast Concrete Abutment Panels, Type | | | A3 (Modified) | | | 0290 512F005 38.000 EACH| 788.20000 29951.60| | Precast Concrete Wing Panels, Type W3 | | | (Modified) | | | 0300 512G001 28.000 EACH| 653.19000 18289.32| | Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0310 600A000 LUMP| 200000.00000 200000.00| | Mobilization | | | 0320 610C001 1769.000 TON | 31.77000 56201.13| | Loose Riprap, Class 2 | | | 0330 610D003 1701.000 SQYD| 1.56000 2653.56| | Filter Blanket, Geotextile | | | 0340 630A001 376.000 LF | 11.00000 4136.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0350 630C001 1.000 EACH| 700.00000 700.00| | Guardrail End Anchor, Type 8 | | | 0360 630C003 28.000 EACH| 910.00000 25480.00| | Guardrail End Anchor, Type 13 | | | 0370 630C070 27.000 EACH| 1245.00000 33615.00| | Guardrail End Anchor, Type 10 Series | | | 0380 665F000 350.000 EACH| 6.22000 2177.00| | Hay Bales | | | 0390 665J000 3950.000 LF | 3.03000 11968.50| | Silt Fence, Type A | | | 0400 665L000 1020.000 LF | 12.85000 13107.00| | Floating Basin Boom | | | 0410 680A000 LUMP| 17716.73000 17716.73| | Engineering Controls | | | 0420 740B000 1975.000 SQFT| 7.16000 14141.00| | Construction Signs | | | 0430 740F002 50.000 EACH| 174.90000 8745.00| | Barricades, Type III | | | 0440 740I005 25.000 EACH| 238.50000 5962.50| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,899,861.35| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,899,861.35| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20030228024 COUNTIES : WILCOX LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0005(504) for constructing the Resurfacing and Traffic Stripe on S.R.#5 from MP 28.768 to MP 32.225 at the Dallas County line. Length 3.457 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 436,693.45 100.0000% 2 01073 ASPHALT SUPPLY, L.L.C. $ 450,437.76 103.1474% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 556,706.77 127.4823% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030228024 COUNTIES : WILCOX LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01073 |( 3 ) 23011 |ASPHALT CONTRACTORS, INC. |ASPHALT SUPPLY, L.L.C. |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 305A000 2500.000 CUYD| 7.20000 18000.00| 4.10000 10250.00| 8.00000 20000.00 Borrow, Section 210, For Miscellaneous | | | Use | | | 0020 405A000 1560.000 GAL | 0.80000 1248.00| 1.80000 2808.00| 1.13000 1762.80 Tack Coat | | | 0030 424A360 3249.000 TON | 34.55000 112252.95| 38.65000 125573.85| 44.17000 143508.33 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A366 1600.000 TON | 38.60000 61760.00| 38.65000 61840.00| 47.15000 75440.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B655 400.000 TON | 42.00000 16800.00| 37.65000 15060.00| 74.83000 29932.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B659 3500.000 TON | 34.50000 120750.00| 37.65000 131775.00| 49.12000 171920.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 430B000 100.000 TON | 32.25000 3225.00| 45.00000 4500.00| 25.25000 2525.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0080 600A000 LUMP| 18800.00000 18800.00| 15650.00000 15650.00| 15115.78000 15115.78 Mobilization | | | 0090 652A054 4.000 ACRE| 450.00000 1800.00| 432.00000 1728.00| 555.84000 2223.36 Seeding (Mix 2A) | | | 0100 656A000 4.000 ACRE| 400.00000 1600.00| 432.00000 1728.00| 555.84000 2223.36 Mulching, Class A, Type 1 | | | 0110 665F000 200.000 EACH| 6.00000 1200.00| 5.00000 1000.00| 6.48000 1296.00 Hay Bales | | | 0120 665J000 800.000 LF | 3.50000 2800.00| 0.81000 648.00| 3.51000 2808.00 Silt Fence, Type A | | | 0130 701C002 2.000 MILE| 380.00000 760.00| 411.00000 822.00| 422.44000 844.88 Broken Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030228024 COUNTIES : WILCOX LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01073 |( 3 ) 23011 |ASPHALT CONTRACTORS, INC. |ASPHALT SUPPLY, L.L.C. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C003 24.000 MILE| 480.00000 11520.00| 519.00000 12456.00| 533.61000 12806.64 Solid Temporary Traffic Stripe (Paint) | | | 0150 702A041 7.000 MILE| 3995.00000 27965.00| 4319.00000 30233.00| 4441.19000 31088.33 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 1.000 MILE| 2025.00000 2025.00| 2190.00000 2190.00| 2251.17000 2251.17 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 5.000 MILE| 3995.00000 19975.00| 4319.00000 21595.00| 4441.19000 22205.95 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 703A002 210.000 SQFT| 5.00000 1050.00| 5.41000 1136.10| 5.56000 1167.60 Traffic Control Markings, Class 2, Type | | | A | | | 0190 705A032 61.000 EACH| 5.00000 305.00| 5.41000 330.01| 5.56000 339.16 Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 310.000 EACH| 5.25000 1627.50| 5.68000 1760.80| 5.84000 1810.40 Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 688.000 SQFT| 10.00000 6880.00| 8.00000 5504.00| 10.73000 7382.24 Construction Signs | | | 0220 740E000 200.000 EACH| 9.50000 1900.00| 6.00000 1200.00| 11.81000 2362.00 Cones (36 Inches High) | | | 0230 740M001 200.000 EACH| 6.00000 1200.00| 2.00000 400.00| 8.05000 1610.00 Ballast For Cone | | | 0240 740O000 1.000 EACH| 1250.00000 1250.00| 250.00000 250.00| 4083.77000 4083.77 Pilot Car | | | SECTION TOTALS | $ 436,693.45| $ 450,437.76| $ 556,706.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 436,693.45| $ 450,437.76| $ 556,706.77 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20030228025 COUNTIES : ST. CLAIR LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0007(501) for constructing the Planing, Resurfacing, and Traffic 99-303-582-023-305 Stripe on S.R.#7 (U.S.#11) from S.R.#174 in Springville to S.R.#23 and on S.R.#23 from U.S.#7 to near Welch Drive in Springville. Length - 3.331 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 352,181.13 100.0000% 2 01018 APAC-ALABAMA, INC. $ 405,535.82 115.1498% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 419,753.51 119.1868% 4 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 450,452.20 127.9036% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030228025 COUNTIES : ST. CLAIR LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, 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 206C025 624.000 SQYD| 3.14000 1959.36| 10.15000 6333.60| 10.00000 6240.00 Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 209A000 5.000 EACH| 117.75000 588.75| 196.00000 980.00| 150.00000 750.00 Mailbox Reset, Single | | | 0030 209A001 1.000 EACH| 264.31000 264.31| 315.20000 315.20| 200.00000 200.00 Mailbox Reset, Double | | | 0040 401B113 54667.000 SQYD| 0.81000 44280.27| 0.75000 41000.25| 0.77000 42093.59 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0050 405A000 1880.000 GAL | 0.90000 1692.00| 1.15300 2167.64| 1.40000 2632.00 Tack Coat | | | 0060 408A052 20507.000 SQYD| 0.94000 19276.58| 1.22000 25018.54| 1.70000 34861.90 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A361 5168.000 TON | 32.69000 168941.92| 37.49000 193748.32| 35.64000 184187.52 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 1462.000 TON | 35.73000 52237.26| 39.06000 57105.72| 40.00000 58480.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B656 250.000 TON | 55.86000 13965.00| 78.32000 19580.00| 60.00000 15000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 3424.32000 3424.32| 13050.00000 13050.00| 25600.00000 25600.00 Mobilization | | | 0110 665F000 50.000 EACH| 3.61000 180.50| 6.40000 320.00| 6.00000 300.00 Hay Bales | | | 0120 665J000 150.000 LF | 6.01000 901.50| 5.15000 772.50| 3.00000 450.00 Silt Fence, Type A | | | 0130 701A028 7.000 MILE| 1249.84000 8748.88| 1155.00000 8085.00| 1385.00000 9695.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030228025 COUNTIES : ST. CLAIR LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A046 1.000 MILE| 738.54000 738.54| 685.00000 685.00| 950.00000 950.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 7.000 MILE| 1590.71000 11134.97| 1470.00000 10290.00| 1580.00000 11060.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 322.000 LF | 0.81000 260.82| 0.75000 241.50| 0.75000 241.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 2.000 MILE| 420.40000 840.80| 388.50000 777.00| 380.00000 760.00 Broken Temporary Traffic Stripe | | | 0180 701C001 13.000 MILE| 454.49000 5908.37| 420.00000 5460.00| 450.00000 5850.00 Solid Temporary Traffic Stripe | | | 0190 703A002 2060.000 SQFT| 2.00000 4120.00| 1.85000 3811.00| 2.25000 4635.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 387.000 SQFT| 2.00000 774.00| 1.85000 715.95| 3.25000 1257.75 Traffic Control Legends, Class 2, Type | | | 0210 703D001 1660.000 SQFT| 1.14000 1892.40| 1.05000 1743.00| 1.30000 2158.00 Temporary Traffic Control Markings | | | 0220 705A032 49.000 EACH| 4.83000 236.67| 4.50000 220.50| 5.00000 245.00 Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 413.000 EACH| 4.83000 1994.79| 4.50000 1858.50| 5.25000 2168.25 Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 511.000 SQFT| 8.42000 4302.62| 8.10000 4139.10| 8.00000 4088.00 Construction Signs | | | 0250 740E000 325.000 EACH| 7.21000 2343.25| 13.15000 4273.75| 12.00000 3900.00 Cones (36 Inches High) | | | 0260 740M001 325.000 EACH| 3.61000 1173.25| 8.75000 2843.75| 6.00000 1950.00 Ballast For Cone | | | SECTION TOTALS | $ 352,181.13| $ 405,535.82| $ 419,753.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 352,181.13| $ 405,535.82| $ 419,753.51 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030228025 COUNTIES : ST. CLAIR LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 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 206C025 624.000 SQYD| 7.00000 4368.00| | Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 209A000 5.000 EACH| 110.00000 550.00| | Mailbox Reset, Single | | | 0030 209A001 1.000 EACH| 225.00000 225.00| | Mailbox Reset, Double | | | 0040 401B113 54667.000 SQYD| 0.70000 38266.90| | Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0050 405A000 1880.000 GAL | 1.25000 2350.00| | Tack Coat | | | 0060 408A052 20507.000 SQYD| 1.50000 30760.50| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A361 5168.000 TON | 41.00000 211888.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 1462.000 TON | 39.00000 57018.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B656 250.000 TON | 75.00000 18750.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 45000.00000 45000.00| | Mobilization | | | 0110 665F000 50.000 EACH| 17.50000 875.00| | Hay Bales | | | 0120 665J000 150.000 LF | 5.40000 810.00| | Silt Fence, Type A | | | 0130 701A028 7.000 MILE| 1100.00000 7700.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030228025 COUNTIES : ST. CLAIR LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A046 1.000 MILE| 650.00000 650.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 7.000 MILE| 1400.00000 9800.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 322.000 LF | 0.70000 225.40| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 2.000 MILE| 370.00000 740.00| | Broken Temporary Traffic Stripe | | | 0180 701C001 13.000 MILE| 400.00000 5200.00| | Solid Temporary Traffic Stripe | | | 0190 703A002 2060.000 SQFT| 1.75000 3605.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 387.000 SQFT| 1.75000 677.25| | Traffic Control Legends, Class 2, Type | | | 0210 703D001 1660.000 SQFT| 1.00000 1660.00| | Temporary Traffic Control Markings | | | 0220 705A032 49.000 EACH| 4.25000 208.25| | Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 413.000 EACH| 4.25000 1755.25| | Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 511.000 SQFT| 13.15000 6719.65| | Construction Signs | | | 0250 740E000 325.000 EACH| 1.00000 325.00| | Cones (36 Inches High) | | | 0260 740M001 325.000 EACH| 1.00000 325.00| | Ballast For Cone | | | SECTION TOTALS | $ 450,452.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 450,452.20| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20030228026 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0008(506) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#8 (U.S.#80) from MP 19.860 to MP 23.460 at the Marengo County Line. Length - 3.600 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 729,489.10 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030228026 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305A000 646.000 CUYD| 11.40000 7364.40| | Borrow, Section 210, For Miscellaneous | | | Use | | | 0020 405A000 4814.000 GAL | 1.25000 6017.50| | Tack Coat | | | 0030 408A051 46492.000 SQYD| 1.40000 65088.80| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 424A361 4887.000 TON | 44.46000 217276.02| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A367 1000.000 TON | 47.92000 47920.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B655 100.000 TON | 65.00000 6500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 5740.000 TON | 43.16000 247738.40| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 428B000 69738.000 LF | 0.06000 4184.28| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0090 430B000 50.000 TON | 37.00000 1850.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0100 600A000 LUMP| 41600.00000 41600.00| | Mobilization | | | 0110 652A054 2.000 ACRE| 850.00000 1700.00| | Seeding (Mix 2A) | | | 0120 656A000 2.000 ACRE| 850.00000 1700.00| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030228026 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 665F000 50.000 EACH| 5.00000 250.00| | Hay Bales | | | 0140 665J000 500.000 LF | 4.25000 2125.00| | Silt Fence, Type A | | | 0150 701C002 11.000 MILE| 400.00000 4400.00| | Broken Temporary Traffic Stripe (Paint) | | | 0160 701C003 1.000 MILE| 500.00000 500.00| | Solid Temporary Traffic Stripe (Paint) | | | 0170 701G125 2788.000 LF | 3.31000 9228.28| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G129 1394.000 LF | 1.98000 2760.12| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701H001 2788.000 LF | 1.00000 2788.00| | Solid Traffic Stripe Removed (Plastic) | | | 0200 701H006 1394.000 LF | 1.00000 1394.00| | Broken Traffic Stripe Removed (Plastic) | | | 0210 702A041 8.000 MILE| 3995.00000 31960.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 702A042 4.000 MILE| 1995.00000 7980.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 702A043 1.000 MILE| 3995.00000 3995.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0240 702B011 200.000 LF | 2.00000 400.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 0250 703A002 743.000 SQFT| 2.25000 1671.75| | Traffic Control Markings, Class 2, Type | | | A | | | 0260 703B002 69.000 SQFT| 3.25000 224.25| | Traffic Control Legends, Class 2, Type | | | 0270 703D002 1389.000 SQFT| 1.30000 1805.70| | Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030228026 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 703E002 72.000 SQFT| 1.30000 93.60| | Temporary Traffic Control Legends | | | (Paint) | | | 0290 705A030 16.000 EACH| 5.50000 88.00| | Pavement Markers, Class A-H, Type 2-C | | | 0300 705A032 16.000 EACH| 5.25000 84.00| | Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 236.000 EACH| 5.50000 1298.00| | Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 492.000 SQFT| 12.00000 5904.00| | Construction Signs | | | 0330 740E000 100.000 EACH| 1.00000 100.00| | Cones (36 Inches High) | | | 0340 740M001 100.000 EACH| 1.00000 100.00| | Ballast For Cone | | | 0350 740O000 1.000 EACH| 1400.00000 1400.00| | Pilot Car | | | SECTION TOTALS | $ 729,489.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 729,489.10| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 140 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0071(500) for constructing the Bridge Replacement and Approaches on S.R.#71 over Flat Rock Creek in Flat Rock. Length - 0.122 mi SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 699,724.02 100.0000% 2 13058 J. W. MARKHAM & SON, INC. $ 746,888.65 106.7405% 3 19046 SIMPSON CONSTRUCTION COMPANY, INC. $ 787,970.05 112.6115% 4 02023 BRIDGE BUILDERS, INC. $ 808,648.80 115.5668% 5 19037 SIMPSON BRIDGE COMPANY, INC. $ 816,695.13 116.7167% 6 01007 ALABAMA BRIDGE BUILDERS, INC. $ 879,185.80 125.6475% 7 13004 MILLER & MILLER, INC. $ 961,970.90 137.4786% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 13058 |( 3 ) 19046 |WRIGHT BROTHERS CONSTRUCTIO |J. W. MARKHAM & SON, INC. |SIMPSON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 18000.00000 18000.00| 38000.00000 38000.00| 55100.00000 55100.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 53000.00000 53000.00| 30000.00000 30000.00| 65000.00000 65000.00 Removal Of Old Bridge, Station 10+94 | | | 0030 210A000 405.000 CUYD| 5.70000 2308.50| 5.70000 2308.50| 6.00000 2430.00 Unclassified Excavation | | | 0040 210D000 414.000 CUYD| 10.70000 4429.80| 10.70000 4429.80| 11.25000 4657.50 Borrow Excavation | | | 0050 214A000 6.000 CUYD| 30.90000 185.40| 30.90000 185.40| 32.50000 195.00 Structure Excavation | | | 0060 214B001 8.000 CUYD| 32.95000 263.60| 32.95000 263.60| 34.60000 276.80 Foundation Backfill, Commercial | | | 0070 301A004 267.000 SQYD| 4.60000 1228.20| 4.60000 1228.20| 4.85000 1294.95 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301A012 997.000 SQYD| 7.50000 7477.50| 7.50000 7477.50| 7.90000 7876.30 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 975.000 SQYD| 1.50000 1462.50| 1.50000 1462.50| 1.60000 1560.00 Bituminous Treatment A | | | 0100 405A000 193.000 GAL | 2.00000 386.00| 2.00000 386.00| 2.10000 405.30 Tack Coat | | | 0110 408A051 1810.000 SQYD| 4.15000 7511.50| 4.15000 7511.50| 4.35000 7873.50 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0120 424A340 547.000 TON | 48.00000 26256.00| 48.00000 26256.00| 50.50000 27623.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424B637 487.000 TON | 42.00000 20454.00| 42.00000 20454.00| 44.00000 21428.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B644 1266.000 TON | 38.40000 48614.40| 38.40000 48614.40| 40.35000 51083.10 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 13058 |( 3 ) 19046 |WRIGHT BROTHERS CONSTRUCTIO |J. W. MARKHAM & SON, INC. |SIMPSON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B667 156.000 TON | 42.00000 6552.00| 42.00000 6552.00| 44.00000 6864.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0160 424B675 53.000 TON | 42.00000 2226.00| 42.00000 2226.00| 44.00000 2332.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0170 424C351 270.000 TON | 42.00000 11340.00| 42.00000 11340.00| 44.00000 11880.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0180 430B014 169.000 TON | 18.00000 3042.00| 18.00000 3042.00| 19.00000 3211.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0190 450B000 107.000 SQYD| 85.00000 9095.00| 80.00000 8560.00| 98.00000 10486.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 502A000 27800.000 LB | 0.50000 13900.00| 0.65000 18070.00| 0.47000 13066.00 Steel Reinforcement | | | 0210 502B000 LUMP| 27000.00000 27000.00| 31000.00000 31000.00| 21000.00000 21000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 10+80, Approx. | | | 44600 lbs. | | | 0220 506A012 27.000 LF | 60.00000 1620.00| 71.00000 1917.00| 240.00000 6480.00 Drilled Shaft Excavation, 2'-6" Diamete | | | 0230 506B000 46.000 LF | 490.00000 22540.00| 550.00000 25300.00| 720.00000 33120.00 Special Drilled Shaft Excavation, 2'-6" | | | Diameter | | | 0240 506B001 42.000 LF | 580.00000 24360.00| 650.00000 27300.00| 720.00000 30240.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0250 506C039 73.000 LF | 60.00000 4380.00| 85.00000 6205.00| 24.00000 1752.00 Drilled Shaft Construction, 2'-6" | | | Diameter, Class DS1 Concrete | | | 0260 506C040 69.000 LF | 75.00000 5175.00| 100.00000 6900.00| 42.00000 2898.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 13058 |( 3 ) 19046 |WRIGHT BROTHERS CONSTRUCTIO |J. W. MARKHAM & SON, INC. |SIMPSON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 506F004 27.000 LF | 180.00000 4860.00| 200.00000 5400.00| 110.00000 2970.00 Permanent Drilled Shaft Casing, 3'-0" | | | Diameter | | | 0280 506F012 29.000 LF | 125.00000 3625.00| 140.00000 4060.00| 110.00000 3190.00 Permanent Drilled Shaft Casing, 2'-6" | | | Daimeter | | | 0290 506G000 4.000 EACH| 500.00000 2000.00| 560.00000 2240.00| 2040.00000 8160.00 Crosshole Sonic Logging, 3'-0" Diameter | | | 0300 506G020 4.000 EACH| 500.00000 2000.00| 560.00000 2240.00| 2040.00000 8160.00 Crosshole Sonic Logging, 2'-6" Diameter | | | 0310 508A000 300.000 LB | 5.00000 1500.00| 3.75000 1125.00| 4.50000 1350.00 Structural Steel | | | 0320 510A000 68.000 CUYD| 510.00000 34680.00| 685.00000 46580.00| 510.00000 34680.00 Bridge Substructure Concrete, Class A | | | 0330 510C051 LUMP| 115000.00000 115000.00| 75000.00000 75000.00| 85000.00000 85000.00 Bridge Concrete Superstructure, Station | | | 10+80, Approx. 174 cubic | | | 0340 510E000 540.000 SQYD| 4.00000 2160.00| 5.00000 2700.00| 3.50000 1890.00 Grooving Concrete Bridge Decks | | | 0350 511A001 36.000 EACH| 200.00000 7200.00| 100.00000 3600.00| 65.00000 2340.00 Elastomeric Bearings, Type 2 | | | 0360 513B003 791.000 LF | 56.00000 44296.00| 70.00000 55370.00| 53.00000 41923.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0370 530A101 16.000 LF | 37.40000 598.40| 37.40000 598.40| 39.25000 628.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 535A001 48.000 LF | 37.40000 1795.20| 37.40000 1795.20| 39.25000 1884.00 18" Side Drain Pipe | | | 0390 600A000 LUMP| 45000.00000 45000.00| 77300.00000 77300.00| 92000.00000 92000.00 Mobilization | | | 0400 601A000 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| 2800.00000 2800.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0410 602A000 7.000 EACH| 195.00000 1365.00| 195.00000 1365.00| 205.00000 1435.00 Right Of Way Markers | | | 0420 603A002 1.000 EACH| 15000.00000 15000.00| 20000.00000 20000.00| 17000.00000 17000.00 Furnishing Type 3 Field Office | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -5 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 13058 |( 3 ) 19046 |WRIGHT BROTHERS CONSTRUCTIO |J. W. MARKHAM & SON, INC. |SIMPSON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 610C001 446.000 TON | 24.50000 10927.00| 24.50000 10927.00| 25.75000 11484.50 Loose Riprap, Class 2 | | | 0440 610D000 176.000 SQYD| 3.30000 580.80| 3.30000 580.80| 3.50000 616.00 Filter Blanket | | | 0450 619A002 2.000 EACH| 625.65000 1251.30| 625.65000 1251.30| 658.00000 1316.00 18" Roadway Pipe End Treatment, Class 1 | | | 0460 619A101 2.000 EACH| 560.00000 1120.00| 560.00000 1120.00| 590.00000 1180.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 620A000 1.000 CUYD| 600.00000 600.00| 600.00000 600.00| 630.00000 630.00 Minor Structure Concrete | | | 0480 630A001 213.000 LF | 10.50000 2236.50| 11.13000 2370.69| 11.25000 2396.25 Steel Beam Guardrail, Class A, Type 2 | | | 0490 630C003 4.000 EACH| 950.00000 3800.00| 1007.00000 4028.00| 1025.00000 4100.00 Guardrail End Anchor, Type 13 | | | 0500 630C050 3.000 EACH| 1250.00000 3750.00| 1325.00000 3975.00| 1340.00000 4020.00 Guardrail End Anchor, Type 20 Series | | | 0510 630C070 1.000 EACH| 1250.00000 1250.00| 1325.00000 1325.00| 1350.00000 1350.00 Guardrail End Anchor, Type 10 Series | | | 0520 637A000 50.000 LF | 4.00000 200.00| 4.00000 200.00| 4.20000 210.00 Fence Reset | | | 0530 650A000 131.000 CUYD| 15.00000 1965.00| 15.00000 1965.00| 15.75000 2063.25 Topsoil | | | 0540 650B000 112.000 CUYD| 10.00000 1120.00| 10.00000 1120.00| 10.50000 1176.00 Topsoil From Stockpiles | | | 0550 652A050 1.000 ACRE| 750.00000 750.00| 530.00000 530.00| 500.00000 500.00 Seeding (Mix 1A) | | | 0560 652A053 1.000 ACRE| 750.00000 750.00| 636.00000 636.00| 600.00000 600.00 Seeding (Mix 1E) | | | 0570 652B050 1.000 ACRE| 500.00000 500.00| 424.00000 424.00| 425.00000 425.00 Temporary Seeding (Mix 1AT) | | | 0580 652D050 1.000 ACRE| 500.00000 500.00| 424.00000 424.00| 675.00000 675.00 Seeding In Stubble (Mix 1A) | | | 0590 654A001 347.000 SQYD| 4.00000 1388.00| 4.19000 1453.93| 5.25000 1821.75 Solid Sodding (Bermuda) | | | 0600 656A001 2.000 ACRE| 450.00000 900.00| 477.00000 954.00| 500.00000 1000.00 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -6 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 13058 |( 3 ) 19046 |WRIGHT BROTHERS CONSTRUCTIO |J. W. MARKHAM & SON, INC. |SIMPSON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 665B000 1.000 ACRE| 400.00000 400.00| 419.00000 419.00| 475.00000 475.00 Temporary Mulching | | | 0620 665C000 100.000 LF | 15.00000 1500.00| 31.98000 3198.00| 33.50000 3350.00 15" Temporary Pipe | | | 0630 665F000 150.000 EACH| 6.55000 982.50| 6.55000 982.50| 7.00000 1050.00 Hay Bales | | | 0640 665I000 100.000 TON | 24.50000 2450.00| 24.50000 2450.00| 25.75000 2575.00 Temporary Riprap, Class 2 | | | 0650 665J000 855.000 LF | 4.00000 3420.00| 4.00000 3420.00| 4.20000 3591.00 Silt Fence, Type A | | | 0660 665K000 50.000 CUYD| 8.00000 400.00| 8.00000 400.00| 8.40000 420.00 Drainage Sump Excavation | | | 0670 680A000 LUMP| 15000.00000 15000.00| 26900.00000 26900.00| 15000.00000 15000.00 Engineering Controls | | | 0680 701C003 2.000 MILE| 500.00000 1000.00| 530.00000 1060.00| 530.00000 1060.00 Solid Temporary Traffic Stripe (Paint) | | | 0690 701G050 1140.000 LF | 1.25000 1425.00| 1.33000 1516.20| 1.35000 1539.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0700 701G073 1222.000 LF | 1.20000 1466.40| 1.27000 1551.94| 1.30000 1588.60 Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0710 701G125 270.000 LF | 2.09000 564.30| 2.22000 599.40| 2.15000 580.50 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0720 701G133 270.000 LF | 2.18000 588.60| 2.31000 623.70| 2.30000 621.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0730 702A033 2.000 MILE| 4500.00000 9000.00| 4770.00000 9540.00| 4800.00000 9600.00 Solid Yellow, Profiled Traffic Stripe | | | (4" Wide) | | | 0740 703A002 74.000 SQFT| 2.30000 170.20| 2.44000 180.56| 2.50000 185.00 Traffic Control Markings, Class 2, Type | | | A | | | 0750 703D002 24.000 SQFT| 0.58000 13.92| 0.61000 14.64| 0.65000 15.60 Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -7 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 13058 |( 3 ) 19046 |WRIGHT BROTHERS CONSTRUCTIO |J. W. MARKHAM & SON, INC. |SIMPSON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 705A023 70.000 EACH| 6.00000 420.00| 6.36000 445.20| 6.35000 444.50 Pavement Markers, Class C, Type 2-D | | | 0770 705A037 19.000 EACH| 6.00000 114.00| 6.36000 120.84| 6.35000 120.65 Pavement Markers, Class A-H, Type 2-D | | | 0780 740B000 755.000 SQFT| 7.70000 5813.50| 7.69000 5805.95| 8.50000 6417.50 Construction Signs | | | 0790 740D000 50.000 EACH| 58.00000 2900.00| 58.30000 2915.00| 65.00000 3250.00 Channelizing Drums | | | 0800 740E000 50.000 EACH| 15.00000 750.00| 12.00000 600.00| 16.00000 800.00 Cones (36 Inches High) | | | 0810 740F002 10.000 EACH| 165.00000 1650.00| 159.00000 1590.00| 175.00000 1750.00 Barricades, Type III | | | 0820 740I005 6.000 EACH| 320.00000 1920.00| 318.00000 1908.00| 330.00000 1980.00 Warning Lights, Type B (Detachable Head | | | 0830 740M001 50.000 EACH| 6.00000 300.00| 8.00000 400.00| 9.00000 450.00 Ballast For Cone | | | SECTION TOTALS | $ 699,724.02| $ 746,888.65| $ 787,970.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 699,724.02| $ 746,888.65| $ 787,970.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -8 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02023 |( 5 ) 19037 |( 6 ) 01007 |BRIDGE BUILDERS, INC. |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 51000.00000 51000.00| 37000.00000 37000.00| 69255.00000 69255.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 37000.00000 37000.00| 113500.00000 113500.00| 75000.00000 75000.00 Removal Of Old Bridge, Station 10+94 | | | 0030 210A000 405.000 CUYD| 7.00000 2835.00| 5.87000 2377.35| 26.60000 10773.00 Unclassified Excavation | | | 0040 210D000 414.000 CUYD| 12.60000 5216.40| 11.02000 4562.28| 19.15000 7928.10 Borrow Excavation | | | 0050 214A000 6.000 CUYD| 36.00000 216.00| 31.93000 191.58| 26.60000 159.60 Structure Excavation | | | 0060 214B001 8.000 CUYD| 41.00000 328.00| 33.90000 271.20| 53.20000 425.60 Foundation Backfill, Commercial | | | 0070 301A004 267.000 SQYD| 6.00000 1602.00| 4.75000 1268.25| 3.45000 921.15 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301A012 997.000 SQYD| 9.00000 8973.00| 7.70000 7676.90| 5.10000 5084.70 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 975.000 SQYD| 1.70000 1657.50| 1.55000 1511.25| 2.45000 2388.75 Bituminous Treatment A | | | 0100 405A000 193.000 GAL | 2.20000 424.60| 2.00000 386.00| 4.80000 926.40 Tack Coat | | | 0110 408A051 1810.000 SQYD| 4.60000 8326.00| 4.25000 7692.50| 5.35000 9683.50 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0120 424A340 547.000 TON | 55.00000 30085.00| 49.40000 27021.80| 51.10000 27951.70 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424B637 487.000 TON | 49.00000 23863.00| 43.26000 21067.62| 49.20000 23960.40 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B644 1266.000 TON | 46.00000 58236.00| 39.55000 50070.30| 48.80000 61780.80 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -9 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02023 |( 5 ) 19037 |( 6 ) 01007 |BRIDGE BUILDERS, INC. |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B667 156.000 TON | 46.00000 7176.00| 43.25000 6747.00| 49.20000 7675.20 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0160 424B675 53.000 TON | 47.00000 2491.00| 43.25000 2292.25| 49.20000 2607.60 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0170 424C351 270.000 TON | 47.00000 12690.00| 43.25000 11677.50| 49.20000 13284.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0180 430B014 169.000 TON | 22.00000 3718.00| 18.54000 3133.26| 33.10000 5593.90 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0190 450B000 107.000 SQYD| 84.00000 8988.00| 93.00000 9951.00| 65.00000 6955.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 502A000 27800.000 LB | 0.65000 18070.00| 0.52000 14456.00| 0.50000 13900.00 Steel Reinforcement | | | 0210 502B000 LUMP| 35700.00000 35700.00| 19000.00000 19000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 10+80, Approx. | | | 44600 lbs. | | | 0220 506A012 27.000 LF | 125.00000 3375.00| 220.00000 5940.00| 215.00000 5805.00 Drilled Shaft Excavation, 2'-6" Diamete | | | 0230 506B000 46.000 LF | 550.00000 25300.00| 660.00000 30360.00| 850.00000 39100.00 Special Drilled Shaft Excavation, 2'-6" | | | Diameter | | | 0240 506B001 42.000 LF | 650.00000 27300.00| 660.00000 27720.00| 975.00000 40950.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0250 506C039 73.000 LF | 90.00000 6570.00| 118.00000 8614.00| 30.00000 2190.00 Drilled Shaft Construction, 2'-6" | | | Diameter, Class DS1 Concrete | | | 0260 506C040 69.000 LF | 130.00000 8970.00| 151.00000 10419.00| 40.00000 2760.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -10 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02023 |( 5 ) 19037 |( 6 ) 01007 |BRIDGE BUILDERS, INC. |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 506F004 27.000 LF | 230.00000 6210.00| 105.00000 2835.00| 90.00000 2430.00 Permanent Drilled Shaft Casing, 3'-0" | | | Diameter | | | 0280 506F012 29.000 LF | 190.00000 5510.00| 105.00000 3045.00| 80.00000 2320.00 Permanent Drilled Shaft Casing, 2'-6" | | | Daimeter | | | 0290 506G000 4.000 EACH| 600.00000 2400.00| 775.00000 3100.00| 265.00000 1060.00 Crosshole Sonic Logging, 3'-0" Diameter | | | 0300 506G020 4.000 EACH| 600.00000 2400.00| 775.00000 3100.00| 265.00000 1060.00 Crosshole Sonic Logging, 2'-6" Diameter | | | 0310 508A000 300.000 LB | 4.10000 1230.00| 4.38000 1314.00| 2.00000 600.00 Structural Steel | | | 0320 510A000 68.000 CUYD| 460.00000 31280.00| 481.00000 32708.00| 300.00000 20400.00 Bridge Substructure Concrete, Class A | | | 0330 510C051 LUMP| 90000.00000 90000.00| 98000.00000 98000.00| 60000.00000 60000.00 Bridge Concrete Superstructure, Station | | | 10+80, Approx. 174 cubic | | | 0340 510E000 540.000 SQYD| 4.80000 2592.00| 4.00000 2160.00| 6.00000 3240.00 Grooving Concrete Bridge Decks | | | 0350 511A001 36.000 EACH| 125.00000 4500.00| 82.00000 2952.00| 150.00000 5400.00 Elastomeric Bearings, Type 2 | | | 0360 513B003 791.000 LF | 95.00000 75145.00| 53.00000 41923.00| 70.00000 55370.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0370 530A101 16.000 LF | 44.00000 704.00| 38.50000 616.00| 65.95000 1055.20 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 535A001 48.000 LF | 42.00000 2016.00| 38.50000 1848.00| 65.95000 3165.60 18" Side Drain Pipe | | | 0390 600A000 LUMP| 72000.00000 72000.00| 54500.00000 54500.00| 111800.00000 111800.00 Mobilization | | | 0400 601A000 1.000 EACH| 4000.00000 4000.00| 10000.00000 10000.00| 10650.00000 10650.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0410 602A000 7.000 EACH| 180.00000 1260.00| 240.00000 1680.00| 415.00000 2905.00 Right Of Way Markers | | | 0420 603A002 1.000 EACH| 4000.00000 4000.00| 38500.00000 38500.00| 20000.00000 20000.00 Furnishing Type 3 Field Office | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -11 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02023 |( 5 ) 19037 |( 6 ) 01007 |BRIDGE BUILDERS, INC. |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 610C001 446.000 TON | 28.00000 12488.00| 21.25000 9477.50| 22.00000 9812.00 Loose Riprap, Class 2 | | | 0440 610D000 176.000 SQYD| 4.00000 704.00| 4.00000 704.00| 3.50000 616.00 Filter Blanket | | | 0450 619A002 2.000 EACH| 700.00000 1400.00| 644.00000 1288.00| 705.00000 1410.00 18" Roadway Pipe End Treatment, Class 1 | | | 0460 619A101 2.000 EACH| 600.00000 1200.00| 598.00000 1196.00| 705.00000 1410.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 620A000 1.000 CUYD| 1000.00000 1000.00| 600.00000 600.00| 1065.00000 1065.00 Minor Structure Concrete | | | 0480 630A001 213.000 LF | 12.50000 2662.50| 10.80000 2300.40| 10.50000 2236.50 Steel Beam Guardrail, Class A, Type 2 | | | 0490 630C003 4.000 EACH| 1500.00000 6000.00| 980.00000 3920.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0500 630C050 3.000 EACH| 1800.00000 5400.00| 1290.00000 3870.00| 1250.00000 3750.00 Guardrail End Anchor, Type 20 Series | | | 0510 630C070 1.000 EACH| 1460.00000 1460.00| 1290.00000 1290.00| 1250.00000 1250.00 Guardrail End Anchor, Type 10 Series | | | 0520 637A000 50.000 LF | 8.00000 400.00| 5.15000 257.50| 27.00000 1350.00 Fence Reset | | | 0530 650A000 131.000 CUYD| 17.00000 2227.00| 15.45000 2023.95| 19.15000 2508.65 Topsoil | | | 0540 650B000 112.000 CUYD| 8.00000 896.00| 10.30000 1153.60| 19.15000 2144.80 Topsoil From Stockpiles | | | 0550 652A050 1.000 ACRE| 880.00000 880.00| 515.00000 515.00| 500.00000 500.00 Seeding (Mix 1A) | | | 0560 652A053 1.000 ACRE| 710.00000 710.00| 618.00000 618.00| 600.00000 600.00 Seeding (Mix 1E) | | | 0570 652B050 1.000 ACRE| 660.00000 660.00| 412.00000 412.00| 400.00000 400.00 Temporary Seeding (Mix 1AT) | | | 0580 652D050 1.000 ACRE| 570.00000 570.00| 412.00000 412.00| 400.00000 400.00 Seeding In Stubble (Mix 1A) | | | 0590 654A001 347.000 SQYD| 5.00000 1735.00| 4.06000 1408.82| 3.95000 1370.65 Solid Sodding (Bermuda) | | | 0600 656A001 2.000 ACRE| 700.00000 1400.00| 465.00000 930.00| 450.00000 900.00 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -12 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02023 |( 5 ) 19037 |( 6 ) 01007 |BRIDGE BUILDERS, INC. |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 665B000 1.000 ACRE| 600.00000 600.00| 406.00000 406.00| 395.00000 395.00 Temporary Mulching | | | 0620 665C000 100.000 LF | 20.00000 2000.00| 33.00000 3300.00| 60.00000 6000.00 15" Temporary Pipe | | | 0630 665F000 150.000 EACH| 8.00000 1200.00| 6.75000 1012.50| 5.00000 750.00 Hay Bales | | | 0640 665I000 100.000 TON | 29.00000 2900.00| 25.70000 2570.00| 30.00000 3000.00 Temporary Riprap, Class 2 | | | 0650 665J000 855.000 LF | 4.40000 3762.00| 4.12000 3522.60| 6.50000 5557.50 Silt Fence, Type A | | | 0660 665K000 50.000 CUYD| 12.00000 600.00| 8.25000 412.50| 20.00000 1000.00 Drainage Sump Excavation | | | 0670 680A000 LUMP| 26000.00000 26000.00| 20600.00000 20600.00| 23405.00000 23405.00 Engineering Controls | | | 0680 701C003 2.000 MILE| 350.00000 700.00| 515.00000 1030.00| 750.00000 1500.00 Solid Temporary Traffic Stripe (Paint) | | | 0690 701G050 1140.000 LF | 1.00000 1140.00| 1.28000 1459.20| 2.00000 2280.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0700 701G073 1222.000 LF | 1.00000 1222.00| 1.25000 1527.50| 2.00000 2444.00 Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0710 701G125 270.000 LF | 4.00000 1080.00| 2.15000 580.50| 6.00000 1620.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0720 701G133 270.000 LF | 4.00000 1080.00| 2.25000 607.50| 6.25000 1687.50 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0730 702A033 2.000 MILE| 4000.00000 8000.00| 4635.00000 9270.00| 6000.00000 12000.00 Solid Yellow, Profiled Traffic Stripe | | | (4" Wide) | | | 0740 703A002 74.000 SQFT| 4.00000 296.00| 2.40000 177.60| 5.00000 370.00 Traffic Control Markings, Class 2, Type | | | A | | | 0750 703D002 24.000 SQFT| 2.00000 48.00| 0.60000 14.40| 2.00000 48.00 Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -13 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02023 |( 5 ) 19037 |( 6 ) 01007 |BRIDGE BUILDERS, INC. |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 705A023 70.000 EACH| 6.40000 448.00| 6.18000 432.60| 10.00000 700.00 Pavement Markers, Class C, Type 2-D | | | 0770 705A037 19.000 EACH| 6.20000 117.80| 6.18000 117.42| 10.00000 190.00 Pavement Markers, Class A-H, Type 2-D | | | 0780 740B000 755.000 SQFT| 14.00000 10570.00| 8.00000 6040.00| 10.00000 7550.00 Construction Signs | | | 0790 740D000 50.000 EACH| 80.00000 4000.00| 56.00000 2800.00| 80.00000 4000.00 Channelizing Drums | | | 0800 740E000 50.000 EACH| 15.00000 750.00| 15.50000 775.00| 10.00000 500.00 Cones (36 Inches High) | | | 0810 740F002 10.000 EACH| 250.00000 2500.00| 185.00000 1850.00| 225.00000 2250.00 Barricades, Type III | | | 0820 740I005 6.000 EACH| 360.00000 2160.00| 350.00000 2100.00| 425.00000 2550.00 Warning Lights, Type B (Detachable Head | | | 0830 740M001 50.000 EACH| 6.50000 325.00| 10.50000 525.00| 7.00000 350.00 Ballast For Cone | | | SECTION TOTALS | $ 808,648.80| $ 816,695.13| $ 879,185.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 808,648.80| $ 816,695.13| $ 879,185.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -14 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 9000.00000 9000.00| | Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 65800.00000 65800.00| | Removal Of Old Bridge, Station 10+94 | | | 0030 210A000 405.000 CUYD| 9.00000 3645.00| | Unclassified Excavation | | | 0040 210D000 414.000 CUYD| 13.00000 5382.00| | Borrow Excavation | | | 0050 214A000 6.000 CUYD| 38.00000 228.00| | Structure Excavation | | | 0060 214B001 8.000 CUYD| 38.00000 304.00| | Foundation Backfill, Commercial | | | 0070 301A004 267.000 SQYD| 5.50000 1468.50| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301A012 997.000 SQYD| 8.75000 8723.75| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 975.000 SQYD| 1.75000 1706.25| | Bituminous Treatment A | | | 0100 405A000 193.000 GAL | 2.30000 443.90| | Tack Coat | | | 0110 408A051 1810.000 SQYD| 4.80000 8688.00| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0120 424A340 547.000 TON | 62.00000 33914.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424B637 487.000 TON | 51.50000 25080.50| | Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B644 1266.000 TON | 55.00000 69630.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -15 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B667 156.000 TON | 49.00000 7644.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0160 424B675 53.000 TON | 49.00000 2597.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0170 424C351 270.000 TON | 49.00000 13230.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0180 430B014 169.000 TON | 20.50000 3464.50| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0190 450B000 107.000 SQYD| 65.00000 6955.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 502A000 27800.000 LB | 0.62000 17236.00| | Steel Reinforcement | | | 0210 502B000 LUMP| 31300.00000 31300.00| | Steel Reinforcement For Bridge | | | Superstructure, Station 10+80, Approx. | | | 44600 lbs. | | | 0220 506A012 27.000 LF | 280.00000 7560.00| | Drilled Shaft Excavation, 2'-6" Diamete | | | 0230 506B000 46.000 LF | 1050.00000 48300.00| | Special Drilled Shaft Excavation, 2'-6" | | | Diameter | | | 0240 506B001 42.000 LF | 1125.00000 47250.00| | Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0250 506C039 73.000 LF | 31.00000 2263.00| | Drilled Shaft Construction, 2'-6" | | | Diameter, Class DS1 Concrete | | | 0260 506C040 69.000 LF | 43.00000 2967.00| | Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -16 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 506F004 27.000 LF | 102.50000 2767.50| | Permanent Drilled Shaft Casing, 3'-0" | | | Diameter | | | 0280 506F012 29.000 LF | 91.00000 2639.00| | Permanent Drilled Shaft Casing, 2'-6" | | | Daimeter | | | 0290 506G000 4.000 EACH| 303.00000 1212.00| | Crosshole Sonic Logging, 3'-0" Diameter | | | 0300 506G020 4.000 EACH| 303.00000 1212.00| | Crosshole Sonic Logging, 2'-6" Diameter | | | 0310 508A000 300.000 LB | 5.00000 1500.00| | Structural Steel | | | 0320 510A000 68.000 CUYD| 580.00000 39440.00| | Bridge Substructure Concrete, Class A | | | 0330 510C051 LUMP| 142000.00000 142000.00| | Bridge Concrete Superstructure, Station | | | 10+80, Approx. 174 cubic | | | 0340 510E000 540.000 SQYD| 5.40000 2916.00| | Grooving Concrete Bridge Decks | | | 0350 511A001 36.000 EACH| 108.00000 3888.00| | Elastomeric Bearings, Type 2 | | | 0360 513B003 791.000 LF | 95.00000 75145.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0370 530A101 16.000 LF | 43.00000 688.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 535A001 48.000 LF | 43.00000 2064.00| | 18" Side Drain Pipe | | | 0390 600A000 LUMP| 122300.00000 122300.00| | Mobilization | | | 0400 601A000 1.000 EACH| 5000.00000 5000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0410 602A000 7.000 EACH| 225.00000 1575.00| | Right Of Way Markers | | | 0420 603A002 1.000 EACH| 30000.00000 30000.00| | Furnishing Type 3 Field Office | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -17 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 610C001 446.000 TON | 35.00000 15610.00| | Loose Riprap, Class 2 | | | 0440 610D000 176.000 SQYD| 4.00000 704.00| | Filter Blanket | | | 0450 619A002 2.000 EACH| 720.00000 1440.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0460 619A101 2.000 EACH| 645.00000 1290.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 620A000 1.000 CUYD| 690.00000 690.00| | Minor Structure Concrete | | | 0480 630A001 213.000 LF | 13.20000 2811.60| | Steel Beam Guardrail, Class A, Type 2 | | | 0490 630C003 4.000 EACH| 1250.00000 5000.00| | Guardrail End Anchor, Type 13 | | | 0500 630C050 3.000 EACH| 1400.00000 4200.00| | Guardrail End Anchor, Type 20 Series | | | 0510 630C070 1.000 EACH| 1500.00000 1500.00| | Guardrail End Anchor, Type 10 Series | | | 0520 637A000 50.000 LF | 4.70000 235.00| | Fence Reset | | | 0530 650A000 131.000 CUYD| 17.25000 2259.75| | Topsoil | | | 0540 650B000 112.000 CUYD| 11.50000 1288.00| | Topsoil From Stockpiles | | | 0550 652A050 1.000 ACRE| 615.00000 615.00| | Seeding (Mix 1A) | | | 0560 652A053 1.000 ACRE| 615.00000 615.00| | Seeding (Mix 1E) | | | 0570 652B050 1.000 ACRE| 460.00000 460.00| | Temporary Seeding (Mix 1AT) | | | 0580 652D050 1.000 ACRE| 690.00000 690.00| | Seeding In Stubble (Mix 1A) | | | 0590 654A001 347.000 SQYD| 5.00000 1735.00| | Solid Sodding (Bermuda) | | | 0600 656A001 2.000 ACRE| 655.00000 1310.00| | Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -18 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 665B000 1.000 ACRE| 540.00000 540.00| | Temporary Mulching | | | 0620 665C000 100.000 LF | 35.00000 3500.00| | 15" Temporary Pipe | | | 0630 665F000 150.000 EACH| 9.50000 1425.00| | Hay Bales | | | 0640 665I000 100.000 TON | 32.00000 3200.00| | Temporary Riprap, Class 2 | | | 0650 665J000 855.000 LF | 7.00000 5985.00| | Silt Fence, Type A | | | 0660 665K000 50.000 CUYD| 15.00000 750.00| | Drainage Sump Excavation | | | 0670 680A000 LUMP| 17900.00000 17900.00| | Engineering Controls | | | 0680 701C003 2.000 MILE| 450.00000 900.00| | Solid Temporary Traffic Stripe (Paint) | | | 0690 701G050 1140.000 LF | 0.62000 706.80| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0700 701G073 1222.000 LF | 0.70000 855.40| | Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0710 701G125 270.000 LF | 5.25000 1417.50| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0720 701G133 270.000 LF | 5.25000 1417.50| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0730 702A033 2.000 MILE| 3600.00000 7200.00| | Solid Yellow, Profiled Traffic Stripe | | | (4" Wide) | | | 0740 703A002 74.000 SQFT| 3.30000 244.20| | Traffic Control Markings, Class 2, Type | | | A | | | 0750 703D002 24.000 SQFT| 2.00000 48.00| | Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 028 -19 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030228028 COUNTIES : JACKSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 705A023 70.000 EACH| 7.75000 542.50| | Pavement Markers, Class C, Type 2-D | | | 0770 705A037 19.000 EACH| 9.50000 180.50| | Pavement Markers, Class A-H, Type 2-D | | | 0780 740B000 755.000 SQFT| 9.15000 6908.25| | Construction Signs | | | 0790 740D000 50.000 EACH| 65.00000 3250.00| | Channelizing Drums | | | 0800 740E000 50.000 EACH| 12.00000 600.00| | Cones (36 Inches High) | | | 0810 740F002 10.000 EACH| 185.00000 1850.00| | Barricades, Type III | | | 0820 740I005 6.000 EACH| 95.00000 570.00| | Warning Lights, Type B (Detachable Head | | | 0830 740M001 50.000 EACH| 8.00000 400.00| | Ballast For Cone | | | SECTION TOTALS | $ 961,970.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 961,970.90| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20030228029 COUNTIES : JEFFERSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0075(501) for constructing the Planing, Resurfacing, Loop Wire and Traffic Stripe on S.R.#75 from I-59 to Huffman Road in Birmingham. Length 1.900 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 570,158.94 100.0000% 2 01018 APAC-ALABAMA, INC. $ 591,819.13 103.7990% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030228029 COUNTIES : JEFFERSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 3458.000 GAL | 0.89000 3077.62| 1.08000 3734.64| Tack Coat | | | 0020 408A052 115213.000 SQYD| 0.72000 82953.36| 0.68000 78344.84| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A361 9200.000 TON | 31.00000 285200.00| 33.36000 306912.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A366 100.000 TON | 42.47000 4247.00| 32.55000 3255.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424A370 307.000 TON | 36.86000 11316.02| 43.00000 13201.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B656 150.000 TON | 51.63000 7744.50| 80.00000 12000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 11247.42000 11247.42| 19000.00000 19000.00| Mobilization | | | 0080 665F000 50.000 EACH| 1.19000 59.50| 6.00000 300.00| Hay Bales | | | 0090 665J000 150.000 LF | 1.19000 178.50| 4.85000 727.50| Silt Fence, Type A | | | 0100 701C000 20.000 MILE| 505.09000 10101.80| 455.00000 9100.00| Broken Temporary Traffic Stripe | | | 0110 701C001 1.000 MILE| 729.57000 729.57| 657.00000 657.00| Solid Temporary Traffic Stripe | | | 0120 702A040 10.000 MILE| 2239.23000 22392.30| 2015.00000 20150.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0130 702A041 6.000 MILE| 4484.06000 26904.36| 4035.00000 24210.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030228029 COUNTIES : JEFFERSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 702A043 3.000 MILE| 4484.06000 13452.18| 4035.00000 12105.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702B011 4948.000 LF | 2.25000 11133.00| 2.02000 9994.96| Dotted Profiled Traffic Stripe (6" Wide | | | 0160 703A002 7838.000 SQFT| 2.81000 22024.78| 2.55000 19986.90| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 1144.000 SQFT| 3.93000 4495.92| 3.55000 4061.20| Traffic Control Legends, Class 2, Type | | | 0180 703D001 5112.000 SQFT| 1.46000 7463.52| 1.35000 6901.20| Temporary Traffic Control Markings | | | 0190 705A030 54.000 EACH| 6.46000 348.84| 5.85000 315.90| Pavement Markers, Class A-H, Type 2-C | | | 0200 705A031 633.000 EACH| 5.89000 3728.37| 5.35000 3386.55| Pavement Markers, Class A-H, Type 1-A | | | 0210 705A037 4.000 EACH| 6.46000 25.84| 5.85000 23.40| Pavement Markers, Class A-H, Type 2-D | | | 0220 730H001 10927.000 LF | 2.24000 24476.48| 2.02000 22072.54| Loop Wire | | | 0230 730I001 1050.000 LF | 1.69000 1774.50| 1.55000 1627.50| Loop Detector Lead-In-Cable | | | 0240 740B000 644.000 SQFT| 8.31000 5351.64| 8.40000 5409.60| Construction Signs | | | 0250 740C000 64.000 SQFT| 9.50000 608.00| 8.60000 550.40| Special Construction Signs | | | 0260 740D000 106.000 EACH| 29.69000 3147.14| 57.00000 6042.00| Channelizing Drums | | | 0270 740E000 206.000 EACH| 17.22000 3547.32| 21.00000 4326.00| Cones (36 Inches High) | | | 0280 740M001 206.000 EACH| 3.56000 733.36| 4.00000 824.00| Ballast For Cone | | | 0290 741C010 2.000 EACH| 848.05000 1696.10| 1300.00000 2600.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 570,158.94| $ 591,819.13| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 570,158.94| $ 591,819.13| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20030228030 COUNTIES : WALKER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0069(503) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#69 from Elliott Boulevard to the S.R.#5 overpass in Jasper. Length 1.325 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 392,263.77 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030228030 COUNTIES : WALKER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 1668.000 GAL | 1.26000 2101.68| | Tack Coat | | | 0020 408A052 55514.000 SQYD| 1.25000 69392.50| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A281 4227.000 TON | 44.52000 188186.04| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0040 424A290 355.000 TON | 69.02000 24502.10| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0050 600A000 LUMP| 40000.00000 40000.00| | Mobilization | | | 0060 665F000 50.000 EACH| 2.00000 100.00| | Hay Bales | | | 0070 665J000 150.000 LF | 2.00000 300.00| | Silt Fence, Type A | | | 0080 701C000 3.000 MILE| 600.00000 1800.00| | Broken Temporary Traffic Stripe | | | 0090 701C001 1.000 MILE| 600.00000 600.00| | Solid Temporary Traffic Stripe | | | 0100 702A040 3.000 MILE| 2400.00000 7200.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0110 702A041 3.000 MILE| 4700.00000 14100.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0120 702A043 3.000 MILE| 4700.00000 14100.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0130 702B011 5238.000 LF | 2.40000 12571.20| | Dotted Profiled Traffic Stripe (6" Wide | | | 0140 703A002 2027.000 SQFT| 2.60000 5270.20| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030228030 COUNTIES : WALKER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 703B002 314.000 SQFT| 3.80000 1193.20| | Traffic Control Legends, Class 2, Type | | | 0160 703D001 180.000 SQFT| 1.60000 288.00| | Temporary Traffic Control Markings | | | 0170 705A030 18.000 EACH| 6.80000 122.40| | Pavement Markers, Class A-H, Type 2-C | | | 0180 705A031 398.000 EACH| 6.20000 2467.60| | Pavement Markers, Class A-H, Type 1-A | | | 0190 705A032 54.000 EACH| 6.20000 334.80| | Pavement Markers, Class A-H, Type 1-B | | | 0200 740B000 399.000 SQFT| 11.18000 4460.82| | Construction Signs | | | 0210 740E000 180.000 EACH| 6.64000 1195.20| | Cones (36 Inches High) | | | 0220 740M001 180.000 EACH| 6.64000 1195.20| | Ballast For Cone | | | 0230 741C010 1.000 EACH| 782.83000 782.83| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 392,263.77| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 392,263.77| $ 591,819.13| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20030228031 COUNTIES : DALE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0105(500) for constructing the Resurfacing and Traffic Stripe on S.R.#105 from CSX Railroad in Ozark to MP 6.5. Length - 6.482 mi SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 687,522.18 100.0000% 2 01018 APAC-ALABAMA, INC. $ 729,759.96 106.1435% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030228031 COUNTIES : DALE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 164.000 SQYD| 20.00000 3280.00| 15.00000 2460.00| Removing Concrete Driveway | | | 0020 209A000 13.000 EACH| 95.00000 1235.00| 85.00000 1105.00| Mailbox Reset, Single | | | 0030 210D011 2124.000 CUYD| 5.05000 10726.20| 7.25000 15399.00| Borrow Excavation (A-4 or Better) | | | 0040 212A000 451.000 STA | 26.25000 11838.75| 25.00000 11275.00| Machine Grading Shoulders | | | 0050 401B108 98761.000 SQYD| 0.87000 85922.07| 0.79000 78021.19| Bituminous Treatment G (With Polymer | | | Additive) | | | 0060 405A000 2735.000 GAL | 0.85000 2324.75| 1.40000 3829.00| Tack Coat | | | 0070 408A052 37428.000 SQYD| 0.91000 34059.48| 0.77000 28819.56| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 424A361 8381.000 TON | 38.64000 323841.84| 43.29000 362813.49| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 2430.000 TON | 38.77000 94211.10| 44.60000 108378.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 15000.00000 15000.00| 15200.00000 15200.00| Mobilization | | | 0110 618B002 164.000 SQYD| 35.00000 5740.00| 44.93000 7368.52| Concrete Driveway, 6" Thick | | | 0120 651B000 18.000 TON | 14.85000 267.30| 10.00000 180.00| Agricultural Limestone | | | 0130 652A061 9.000 ACRE| 346.50000 3118.50| 350.00000 3150.00| Seeding (Mix 3E) | | | 0140 656A000 9.000 ACRE| 346.50000 3118.50| 330.00000 2970.00| Mulching, Class A, Type 1 | | | 0150 665F000 100.000 EACH| 3.96000 396.00| 3.00000 300.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030228031 COUNTIES : DALE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 665J000 1000.000 LF | 2.77000 2770.00| 2.50000 2500.00| Silt Fence, Type A | | | 0170 680A000 LUMP| 1610.41000 1610.41| 1500.00000 1500.00| Engineering Controls | | | 0180 701A028 14.000 MILE| 1373.10000 19223.40| 1380.00000 19320.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A046 3.000 MILE| 920.38000 2761.14| 925.00000 2775.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 7.000 MILE| 1582.05000 11074.35| 1590.00000 11130.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 600.000 LF | 0.75000 450.00| 0.75000 450.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 4.000 MILE| 318.40000 1273.60| 320.00000 1280.00| Broken Temporary Traffic Stripe | | | 0230 701C001 24.000 MILE| 388.05000 9313.20| 390.00000 9360.00| Solid Temporary Traffic Stripe | | | 0240 701D007 1.000 MILE| 1492.50000 1492.50| 1500.00000 1500.00| Solid Traffic Stripe Removed (Paint) | | | 0250 701D008 1.000 MILE| 1492.50000 1492.50| 1500.00000 1500.00| Solid Traffic Stripe Removed (Plastic) | | | 0260 701D014 1.000 MILE| 1293.50000 1293.50| 1300.00000 1300.00| Broken Traffic Stripe Removed (Paint) | | | 0270 701D015 1.000 MILE| 1293.50000 1293.50| 1300.00000 1300.00| Broken Traffic Stripe Removed (Plastic) | | | 0280 701G125 750.000 LF | 3.29000 2467.50| 3.31000 2482.50| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 701G133 750.000 LF | 3.40000 2550.00| 3.42000 2565.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0300 703A002 2720.000 SQFT| 1.89000 5140.80| 1.90000 5168.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030228031 COUNTIES : DALE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703B002 633.000 SQFT| 2.89000 1829.37| 2.90000 1835.70| Traffic Control Legends, Class 2, Type | | | 0320 703D001 1915.000 SQFT| 1.00000 1915.00| 1.00000 1915.00| Temporary Traffic Control Markings | | | 0330 703E001 341.000 SQFT| 1.00000 341.00| 1.00000 341.00| Temporary Traffic Control Legends | | | 0340 705A030 96.000 EACH| 4.98000 478.08| 5.00000 480.00| Pavement Markers, Class A-H, Type 2-C | | | 0350 705A031 18.000 EACH| 4.78000 86.04| 4.80000 86.40| Pavement Markers, Class A-H, Type 1-A | | | 0360 705A032 188.000 EACH| 4.78000 898.64| 4.80000 902.40| Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 620.000 EACH| 4.98000 3087.60| 5.00000 3100.00| Pavement Markers, Class A-H, Type 2-D | | | 0380 705A038 55.000 EACH| 4.98000 273.90| 5.00000 275.00| Pavement Markers, Class A-H, Type 2-E | | | 0390 705A039 27.000 EACH| 4.98000 134.46| 5.00000 135.00| Pavement Markers, Class A-H, Type 2-A | | | 0400 740B000 1780.000 SQFT| 7.09000 12620.20| 7.09000 12620.20| Construction Signs | | | 0410 740E000 150.000 EACH| 12.00000 1800.00| 5.20000 780.00| Cones (36 Inches High) | | | 0420 740M001 150.000 EACH| 7.98000 1197.00| 2.60000 390.00| Ballast For Cone | | | 0430 740O000 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| Pilot Car | | | 0440 741C010 1.000 EACH| 1575.00000 1575.00| 500.00000 500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 687,522.18| $ 729,759.96| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 687,522.18| $ 729,759.96| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20030228032 COUNTIES : GENEVA LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0123(506) for constructing the Planing, Widening, Resurfacing, and Traffic Stripe on S.R.#123 from S.R.#167 south of Hartford to the Houston County line. Length - 8.864 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,386,558.94 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 1,458,373.26 105.1793% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,617,865.55 116.6821% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030228032 COUNTIES : GENEVA LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 847.000 SQYD| 1.00000 847.00| 1.00000 847.00| 15.00000 12705.00 Removing Concrete Driveway | | | 0020 209A000 6.000 EACH| 79.86000 479.16| 50.00000 300.00| 100.00000 600.00 Mailbox Reset, Single | | | 0030 210D011 5633.000 CUYD| 6.38000 35938.54| 4.00000 22532.00| 5.40000 30418.20 Borrow Excavation (A-4 or Better) | | | 0040 401B108 154670.000 SQYD| 0.75000 116002.50| 0.70000 108269.00| 0.89000 137656.30 Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 5548.000 GAL | 1.15000 6380.20| 1.15000 6380.20| 0.65000 3606.20 Tack Coat | | | 0060 408A052 62200.000 SQYD| 0.63000 39186.00| 0.58000 36076.00| 0.93000 57846.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A341 14400.000 TON | 34.00000 489600.00| 36.57000 526608.00| 37.45000 539280.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424A346 2000.000 TON | 37.58000 75160.00| 38.00000 76000.00| 32.00000 64000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B636 10273.000 TON | 33.00000 339009.00| 37.30000 383182.90| 37.68000 387086.64 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0100 424B678 3094.000 TON | 35.01000 108320.94| 32.44000 100369.36| 38.42000 118871.48 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 600A000 LUMP| 33625.00000 33625.00| 55000.00000 55000.00| 97000.00000 97000.00 Mobilization | | | 0120 618B002 645.000 SQYD| 1.00000 645.00| 1.00000 645.00| 35.00000 22575.00 Concrete Driveway, 6" Thick | | | 0130 652A061 16.000 ACRE| 365.00000 5840.00| 350.00000 5600.00| 336.60000 5385.60 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030228032 COUNTIES : GENEVA LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 656A001 16.000 ACRE| 365.00000 5840.00| 375.00000 6000.00| 376.20000 6019.20 Mulching, Class A, Type 2 | | | 0150 665F000 100.000 EACH| 2.75000 275.00| 5.00000 500.00| 4.75000 475.00 Hay Bales | | | 0160 665J000 1000.000 LF | 2.40000 2400.00| 3.36000 3360.00| 3.27000 3270.00 Silt Fence, Type A | | | 0170 680A000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 2489.21000 2489.21 Engineering Controls | | | 0180 701A028 18.000 MILE| 1380.00000 24840.00| 1380.00000 24840.00| 1373.10000 24715.80 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A041 3.000 MILE| 925.00000 2775.00| 925.00000 2775.00| 920.38000 2761.14 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A046 5.000 MILE| 925.00000 4625.00| 925.00000 4625.00| 920.38000 4601.90 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 13.000 MILE| 1590.00000 20670.00| 1590.00000 20670.00| 1582.05000 20566.65 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701B009 106.000 LF | 0.75000 79.50| 0.75000 79.50| 0.75000 79.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0230 701C000 14.000 MILE| 320.00000 4480.00| 320.00000 4480.00| 318.40000 4457.60 Broken Temporary Traffic Stripe | | | 0240 701C001 64.000 MILE| 390.00000 24960.00| 390.00000 24960.00| 388.05000 24835.20 Solid Temporary Traffic Stripe | | | 0250 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1492.50000 1492.50 Solid Traffic Stripe Removed (Paint) | | | 0260 701D008 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1492.50000 1492.50 Solid Traffic Stripe Removed (Plastic) | | | 0270 701D014 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| 1293.50000 1293.50 Broken Traffic Stripe Removed (Paint) | | | 0280 701D015 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| 1293.50000 1293.50 Broken Traffic Stripe Removed (Plastic) | | | 0290 703A002 4632.000 SQFT| 1.90000 8800.80| 1.90000 8800.80| 1.89000 8754.48 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030228032 COUNTIES : GENEVA LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 02032 |( 3 ) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703B002 297.000 SQFT| 2.90000 861.30| 2.90000 861.30| 2.89000 858.33 Traffic Control Legends, Class 2, Type | | | 0310 703D001 1841.000 SQFT| 1.00000 1841.00| 1.00000 1841.00| 1.00000 1841.00 Temporary Traffic Control Markings | | | 0320 703E001 275.000 SQFT| 1.00000 275.00| 1.00000 275.00| 1.00000 275.00 Temporary Traffic Control Legends | | | 0330 705A030 48.000 EACH| 5.00000 240.00| 5.00000 240.00| 4.98000 239.04 Pavement Markers, Class A-H, Type 2-C | | | 0340 705A031 218.000 EACH| 4.80000 1046.40| 4.80000 1046.40| 4.78000 1042.04 Pavement Markers, Class A-H, Type 1-A | | | 0350 705A032 525.000 EACH| 4.80000 2520.00| 4.80000 2520.00| 4.78000 2509.50 Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 1930.000 EACH| 5.00000 9650.00| 5.00000 9650.00| 4.98000 9611.40 Pavement Markers, Class A-H, Type 2-D | | | 0370 705A038 73.000 EACH| 5.00000 365.00| 5.00000 365.00| 4.98000 363.54 Pavement Markers, Class A-H, Type 2-E | | | 0380 740B000 1208.000 SQFT| 7.20000 8697.60| 6.85000 8274.80| 7.20000 8697.60 Construction Signs | | | 0390 740E000 100.000 EACH| 4.56000 456.00| 5.00000 500.00| 12.00000 1200.00 Cones (36 Inches High) | | | 0400 740M001 100.000 EACH| 2.28000 228.00| 1.00000 100.00| 6.00000 600.00 Ballast For Cone | | | 0410 740O000 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 2500.00000 2500.00 Pilot Car | | | 0420 741C010 2.000 EACH| 500.00000 1000.00| 600.00000 1200.00| 1250.00000 2500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,386,558.94| $ 1,458,373.26| $ 1,617,865.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,386,558.94| $ 1,458,373.26| $ 1,617,865.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20030228034 COUNTIES : BUTLER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-0718(200) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#62 from U.S.#31 to the Lowndes County line. Length - 12.045 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 874,435.20 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 910,455.10 104.1192% 3 02032 BULLARD EXCAVATING, INC. $ 1,021,242.00 116.7888% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030228034 COUNTIES : BUTLER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D001 9900.000 CUYD| 4.95000 49005.00| 2.50000 24750.00| 5.50000 54450.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 405A000 6930.000 GAL | 0.95000 6583.50| 2.50000 17325.00| 1.25000 8662.50 Tack Coat | | | 0030 408A051 942.000 SQYD| 2.30000 2166.60| 8.00000 7536.00| 4.00000 3768.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 408A052 1040.000 SQYD| 2.30000 2392.00| 8.00000 8320.00| 3.00000 3120.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 429A201 12150.000 TON | 31.25000 379687.50| 30.13000 366079.50| 36.76000 446634.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A206 5400.000 TON | 31.75000 171450.00| 29.84000 161136.00| 37.49000 202446.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 429C211 5000.000 TON | 29.40000 147000.00| 28.52000 142600.00| 36.82000 184100.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0080 600A000 LUMP| 9900.00000 9900.00| 80000.00000 80000.00| 15000.00000 15000.00 Mobilization | | | 0090 630A004 350.000 LF | 14.00000 4900.00| 14.00000 4900.00| 14.00000 4900.00 Steel Beam Guardrail, Class B, Type 2 | | | 0100 630C022 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 Guardrail End Anchor, Type Special | | | 0110 630C070 4.000 EACH| 1175.00000 4700.00| 1175.00000 4700.00| 1175.00000 4700.00 Guardrail End Anchor, Type 10 Series | | | 0120 652A061 20.000 ACRE| 375.00000 7500.00| 370.00000 7400.00| 350.00000 7000.00 Seeding (Mix 3E) | | | 0130 656A000 20.000 ACRE| 350.00000 7000.00| 345.00000 6900.00| 375.00000 7500.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030228034 COUNTIES : BUTLER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665F000 90.000 EACH| 5.00000 450.00| 5.00000 450.00| 5.00000 450.00 Hay Bales | | | 0150 665J000 900.000 LF | 3.36000 3024.00| 3.36000 3024.00| 3.36000 3024.00 Silt Fence, Type A | | | 0160 701A030 24.000 MILE| 650.00000 15600.00| 650.00000 15600.00| 650.00000 15600.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0170 701A034 16.000 MILE| 650.00000 10400.00| 650.00000 10400.00| 650.00000 10400.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0180 701A044 8.000 MILE| 310.00000 2480.00| 310.00000 2480.00| 310.00000 2480.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0190 701C000 22.000 MILE| 380.00000 8360.00| 380.00000 8360.00| 380.00000 8360.00 Broken Temporary Traffic Stripe | | | 0200 701C001 47.000 MILE| 480.00000 22560.00| 480.00000 22560.00| 480.00000 22560.00 Solid Temporary Traffic Stripe | | | 0210 703A004 140.000 SQFT| 5.00000 700.00| 5.00000 700.00| 5.00000 700.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0220 705A032 340.000 EACH| 5.00000 1700.00| 5.00000 1700.00| 5.00000 1700.00 Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 1170.000 EACH| 5.25000 6142.50| 5.25000 6142.50| 5.25000 6142.50 Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 355.000 SQFT| 7.70000 2733.50| 7.74000 2747.70| 7.00000 2485.00 Construction Signs | | | 0250 740E000 60.000 EACH| 0.01000 0.60| 10.74000 644.40| 1.00000 60.00 Cones (36 Inches High) | | | 0260 740O000 1.000 EACH| 4000.00000 4000.00| 0.00000 0.00| 1000.00000 1000.00 Pilot Car | | | SECTION TOTALS | $ 874,435.20| $ 910,455.10| $ 1,021,242.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 874,435.20| $ 910,455.10| $ 1,021,242.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20030228036 COUNTIES : CHAMBERS LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-0900(220) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#1032 from C.R.#1028 to Lafayette. Length - 3.875 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 405,954.27 100.0000% 2 01019 APAC-GEORGIA, INC. $ 431,382.97 106.2639% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030228036 COUNTIES : CHAMBERS LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01019 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-GEORGIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 405A000 4098.000 GAL | 0.77000 3155.46| 1.50000 6147.00| Tack Coat | | | 0020 424A340 2630.000 TON | 36.09000 94916.70| 37.78000 99361.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A346 1366.000 TON | 37.61000 51375.26| 39.58000 54066.28| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424B636 4781.000 TON | 32.75000 156577.75| 34.78000 166283.18| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0050 424B640 100.000 TON | 69.97000 6997.00| 86.20000 8620.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C351 740.000 TON | 35.92000 26580.80| 39.83000 29474.20| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 430B043 1127.000 TON | 15.39000 17344.53| 14.00000 15778.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 8005.47000 8005.47| 7856.18000 7856.18| Mobilization | | | 0090 630A001 150.000 LF | 19.91000 2986.50| 18.46000 2769.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1209.72000 4838.88| 1122.00000 4488.00| Guardrail End Anchor, Type 10 Series | | | 0110 701A031 8.000 MILE| 1044.76000 8358.08| 999.60000 7996.80| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 6.000 MILE| 1264.71000 7588.26| 1224.00000 7344.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030228036 COUNTIES : CHAMBERS LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01019 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-GEORGIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A045 3.000 MILE| 934.79000 2804.37| 688.50000 2065.50| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C000 6.000 MILE| 307.93000 1847.58| 561.00000 3366.00| Broken Temporary Traffic Stripe | | | 0150 701C001 12.000 MILE| 406.91000 4882.92| 663.00000 7956.00| Solid Temporary Traffic Stripe | | | 0160 703A002 80.000 SQFT| 2.97000 237.60| 5.10000 408.00| Traffic Control Markings, Class 2, Type | | | A | | | 0170 705A032 113.000 EACH| 5.83000 658.79| 6.12000 691.56| Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 385.000 EACH| 6.05000 2329.25| 6.12000 2356.20| Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 186.000 SQFT| 8.16000 1517.76| 8.16000 1517.76| Construction Signs | | | 0200 740E000 50.000 EACH| 1.17000 58.50| 9.79000 489.50| Cones (36 Inches High) | | | 0210 740M001 50.000 EACH| 1.17000 58.50| 6.12000 306.00| Ballast For Cone | | | 0220 740O000 1.000 EACH| 2834.31000 2834.31| 2042.41000 2042.41| Pilot Car | | | SECTION TOTALS | $ 405,954.27| $ 431,382.97| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 405,954.27| $ 431,382.97| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20030228037 COUNTIES : CHILTON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1100(207) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#107 over Possum Branch northwest of Mars Hill. Length - 0.005 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23073 WALTERS CONSTRUCTION, L.L.C. $ 79,250.00 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 83,233.00 105.0259% 3 23044 WARE CONSTRUCTION CO., INC. $ 85,701.00 108.1401% 4 08017 H & L CONSTRUCTION, INC. $ 87,977.00 111.0120% 5 12019 LEVERETT CONSTRUCTION COMPANY $ 96,786.10 122.1276% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030228037 COUNTIES : CHILTON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23073 |( 2 ) 14001 |( 3 ) 23044 |WALTERS CONSTRUCTION, L.L.C |NEWELL ROADBUILDERS, INC. |WARE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1000.00000 1000.00| 500.00000 500.00| 2500.00000 2500.00 Clearing & Grubbing (Approximately .15 | | | ACRES) | | | 0020 206A000 LUMP| 1500.00000 1500.00| 4500.00000 4500.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 7+06.42 | | | 0030 214A000 250.000 CUYD| 10.00000 2500.00| 3.50000 875.00| 7.00000 1750.00 Structure Excavation | | | 0040 214B001 110.000 CUYD| 16.00000 1760.00| 22.00000 2420.00| 20.00000 2200.00 Foundation Backfill, Commercial | | | 0050 502A000 22000.000 LB | 0.46000 10120.00| 0.48000 10560.00| 0.49000 10780.00 Steel Reinforcement | | | 0060 524A011 130.000 CUYD| 325.00000 42250.00| 335.00000 43550.00| 290.00000 37700.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 2500.00000 2500.00| 3500.00000 3500.00| 6000.00000 6000.00 Mobilization | | | 0080 610C001 76.000 TON | 22.00000 1672.00| 25.00000 1900.00| 20.00000 1520.00 Loose Riprap, Class 2 | | | 0090 610D000 80.000 SQYD| 8.00000 640.00| 3.00000 240.00| 2.25000 180.00 Filter Blanket | | | 0100 630A001 150.000 LF | 20.00000 3000.00| 32.50000 4875.00| 32.50000 4875.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1500.00000 6000.00| 1250.00000 5000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 20 Series | | | 0120 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 3.00000 300.00 Hay Bales | | | 0130 665J000 400.000 LF | 1.50000 600.00| 3.00000 1200.00| 4.00000 1600.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 500.00000 500.00| 500.00000 500.00| 2000.00000 2000.00 Engineering Controls | | | 0150 740B000 159.000 SQFT| 12.00000 1908.00| 7.00000 1113.00| 14.00000 2226.00 Construction Signs | | | 0160 740F002 10.000 EACH| 250.00000 2500.00| 170.00000 1700.00| 270.00000 2700.00 Barricades, Type III | | | 0170 740I005 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 185.00000 370.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 79,250.00| $ 83,233.00| $ 85,701.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 79,250.00| $ 83,233.00| $ 85,701.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030228037 COUNTIES : CHILTON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08017 |( 5 ) 12019 |( ) |H & L CONSTRUCTION, INC. |LEVERETT CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 2000.00000 2000.00| 500.00000 500.00| Clearing & Grubbing (Approximately .15 | | | ACRES) | | | 0020 206A000 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| Removal Of Old Bridge, Station 7+06.42 | | | 0030 214A000 250.000 CUYD| 9.00000 2250.00| 6.00000 1500.00| Structure Excavation | | | 0040 214B001 110.000 CUYD| 35.00000 3850.00| 25.00000 2750.00| Foundation Backfill, Commercial | | | 0050 502A000 22000.000 LB | 0.50000 11000.00| 0.45000 9900.00| Steel Reinforcement | | | 0060 524A011 130.000 CUYD| 325.00000 42250.00| 467.17000 60732.10| Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 2555.00000 2555.00| 2000.00000 2000.00| Mobilization | | | 0080 610C001 76.000 TON | 32.50000 2470.00| 21.00000 1596.00| Loose Riprap, Class 2 | | | 0090 610D000 80.000 SQYD| 3.50000 280.00| 3.00000 240.00| Filter Blanket | | | 0100 630A001 150.000 LF | 35.00000 5250.00| 34.78000 5217.00| Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1350.00000 5400.00| 1338.00000 5352.00| Guardrail End Anchor, Type 20 Series | | | 0120 665F000 100.000 EACH| 5.00000 500.00| 3.00000 300.00| Hay Bales | | | 0130 665J000 400.000 LF | 6.00000 2400.00| 3.50000 1400.00| Silt Fence, Type A | | | 0140 680A000 LUMP| 1000.00000 1000.00| 500.00000 500.00| Engineering Controls | | | 0150 740B000 159.000 SQFT| 8.00000 1272.00| 11.00000 1749.00| Construction Signs | | | 0160 740F002 10.000 EACH| 200.00000 2000.00| 175.00000 1750.00| Barricades, Type III | | | 0170 740I005 2.000 EACH| 250.00000 500.00| 150.00000 300.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 87,977.00| $ 96,786.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 87,977.00| $ 96,786.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20030228039 COUNTIES : CLAY LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1400(204) for constructing the Bridge Replacements (2) (Bridge ACGBBRZ-1400(205) Culverts) and Approaches on Hanging Rock Road over Talladega Creek northwest of Ashland and on Bence Road over Sweetwater Creek east of Bluff Springs. Length - 0.316 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16032 PRICHARD CONSTRUCTION COMPANY $ 621,624.55 100.0000% 2 12019 LEVERETT CONSTRUCTION COMPANY $ 667,418.04 107.3667% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030228039 COUNTIES : CLAY LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 12019 |( ) |PRICHARD CONSTRUCTION COMPA |LEVERETT CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| Removal Of Old Bridge, Station 3+93.83 | | | 0030 206A001 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| Removal Of Old Bridge, Station 3+18.81 | | | 0040 210A000 610.000 CUYD| 8.00000 4880.00| 18.00000 10980.00| Unclassified Excavation | | | 0050 210D001 2895.000 CUYD| 8.50000 24607.50| 11.00000 31845.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 2466.000 CUYD| 12.00000 29592.00| 5.00000 12330.00| Structure Excavation | | | 0070 214B001 532.000 CUYD| 30.00000 15960.00| 18.00000 9576.00| Foundation Backfill, Commercial | | | 0080 230A000 17.000 RBST| 1100.00000 18700.00| 600.00000 10200.00| Roadbed Processing | | | 0090 231B001 150.000 TON | 30.00000 4500.00| 37.00000 5550.00| Roadbed Stabilizing Material, ALDOT #46 | | | 0100 301A012 6405.000 SQYD| 9.15000 58605.75| 6.10000 39070.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 2319.000 SQYD| 0.80000 1855.20| 0.55000 1275.45| Bituminous Treatment A | | | 0120 405A000 67.000 GAL | 2.50000 167.50| 1.20000 80.40| Tack Coat | | | 0130 424A341 183.000 TON | 60.00000 10980.00| 67.00000 12261.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B636 277.000 TON | 55.00000 15235.00| 54.00000 14958.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030228039 COUNTIES : CLAY LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 12019 |( ) |PRICHARD CONSTRUCTION COMPA |LEVERETT CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 114102.000 LB | 0.55000 62756.10| 0.50000 57051.00| Steel Reinforcement | | | 0160 524A011 737.000 CUYD| 290.00000 213730.00| 477.19000 351689.03| Culvert Concrete (Cast In Place) | | | 0170 600A000 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| Mobilization | | | 0180 610C001 687.000 TON | 30.00000 20610.00| 25.00000 17175.00| Loose Riprap, Class 2 | | | 0190 610D000 783.000 SQYD| 4.50000 3523.50| 3.00000 2349.00| Filter Blanket | | | 0200 650A000 535.000 CUYD| 12.00000 6420.00| 16.00000 8560.00| Topsoil | | | 0210 652A053 2.000 ACRE| 1000.00000 2000.00| 700.00000 1400.00| Seeding (Mix 1E) | | | 0220 656A000 2.000 ACRE| 1000.00000 2000.00| 700.00000 1400.00| Mulching, Class A, Type 1 | | | 0230 665F000 300.000 EACH| 8.00000 2400.00| 6.00000 1800.00| Hay Bales | | | 0240 665J000 3300.000 LF | 4.50000 14850.00| 4.00000 13200.00| Silt Fence, Type A | | | 0250 680A000 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| Engineering Controls | | | 0260 701E000 994.000 LF | 4.00000 3976.00| 1.25000 1242.50| Solid Temporary Traffic Stripe | | | 0270 701G009 1988.000 LF | 3.00000 5964.00| 0.38000 755.44| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0280 701G027 994.000 LF | 3.00000 2982.00| 0.38000 377.72| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0290 705A037 25.000 EACH| 12.00000 300.00| 8.00000 200.00| Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 572.000 SQFT| 12.50000 7150.00| 11.00000 6292.00| Construction Signs | | | 0310 740F002 16.000 EACH| 300.00000 4800.00| 175.00000 2800.00| Barricades, Type III | | | 0320 740I005 8.000 EACH| 385.00000 3080.00| 250.00000 2000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 621,624.55| $ 667,418.04| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 621,624.55| $ 667,418.04| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20030228043 COUNTIES : DALE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2300(203) for constructing the Bridge Replacements (3) (Precast) on ACGBBRZ-2300(202) Faulk Mill Road and Jim Brooks Road at Clay Bank Creek and ACGBBRZ-2300(201) on Bell Road at Beaver Dam Creek west of Ozark. Length 0.053 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 543,140.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 635,896.02 117.0777% 3 13099 MCINNIS, LLC $ 694,917.60 127.9445% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030228043 COUNTIES : DALE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 12500.00000 12500.00 Removal Of Old Bridge, Station 5+00.00 | | | 0020 206A001 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 12500.00000 12500.00 Removal Of Old Bridge, Station 5+00.00 | | | 0030 206A002 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 12500.00000 12500.00 Removal Of Old Bridge, Station 5+00.00 | | | 0040 210A000 652.000 CUYD| 2.00000 1304.00| 2.00000 1304.00| 6.80000 4433.60 Unclassified Excavation | | | 0050 502A000 258.000 LB | 1.00000 258.00| 2.50000 645.00| 1.00000 258.00 Steel Reinforcement | | | 0060 505M002 5335.000 LF | 9.00000 48015.00| 15.00000 80025.00| 27.00000 144045.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 6.000 EACH| 3000.00000 18000.00| 2000.00000 12000.00| 2160.00000 12960.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 38.000 CUYD| 200.00000 7600.00| 400.00000 15200.00| 550.00000 20900.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 121.000 EACH| 80.00000 9680.00| 50.00000 6050.00| 69.00000 8349.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 6.000 EACH| 2500.00000 15000.00| 3000.00000 18000.00| 3141.00000 18846.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 5.000 EACH| 2700.00000 13500.00| 3100.00000 15500.00| 3040.00000 15200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 30.000 EACH| 2500.00000 75000.00| 3000.00000 90000.00| 3141.00000 94230.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 10.000 EACH| 2600.00000 26000.00| 3200.00000 32000.00| 3426.00000 34260.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512C017 18.000 EACH| 3000.00000 54000.00| 3500.00000 63000.00| 3976.00000 71568.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0150 512C025 6.000 EACH| 3200.00000 19200.00| 3750.00000 22500.00| 4440.00000 26640.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030228043 COUNTIES : DALE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D002 8.000 EACH| 2800.00000 22400.00| 2930.00000 23440.00| 3463.00000 27704.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0170 512D005 2.000 EACH| 2800.00000 5600.00| 2965.00000 5930.00| 3463.00000 6926.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0180 512D025 2.000 EACH| 3200.00000 6400.00| 3000.00000 6000.00| 4062.00000 8124.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0190 512D030 4.000 EACH| 3200.00000 12800.00| 3200.00000 12800.00| 4058.00000 16232.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0200 512E001 16.000 EACH| 500.00000 8000.00| 570.00000 9120.00| 304.00000 4864.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0210 512E002 40.000 EACH| 550.00000 22000.00| 600.00000 24000.00| 360.00000 14400.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0220 512F001 8.000 EACH| 500.00000 4000.00| 820.00000 6560.00| 508.00000 4064.00 Precast Concrete Wing Panels, Type W2 | | | 0230 512F002 20.000 EACH| 550.00000 11000.00| 850.00000 17000.00| 662.00000 13240.00 Precast Concrete Wing Panels, Type W3 | | | 0240 512G000 12.000 EACH| 550.00000 6600.00| 750.00000 9000.00| 484.00000 5808.00 Precast Concrete Abutment Wing Cap Pane | | | 0250 600A000 LUMP| 19000.00000 19000.00| 51273.52000 51273.52| 24500.00000 24500.00 Mobilization | | | 0260 610C001 850.000 TON | 17.00000 14450.00| 25.00000 21250.00| 27.00000 22950.00 Loose Riprap, Class 2 | | | 0270 610D003 798.000 SQYD| 3.50000 2793.00| 2.50000 1995.00| 3.00000 2394.00 Filter Blanket, Geotextile | | | 0280 630C003 12.000 EACH| 1150.00000 13800.00| 950.00000 11400.00| 950.00000 11400.00 Guardrail End Anchor, Type 13 | | | 0290 630C070 12.000 EACH| 1550.00000 18600.00| 1175.00000 14100.00| 1175.00000 14100.00 Guardrail End Anchor, Type 10 Series | | | 0300 665F000 150.000 EACH| 5.00000 750.00| 6.25000 937.50| 7.00000 1050.00 Hay Bales | | | 0310 665J000 480.000 LF | 5.00000 2400.00| 3.30000 1584.00| 8.00000 3840.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030228043 COUNTIES : DALE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 680A000 LUMP| 3000.00000 3000.00| 7500.00000 7500.00| 9000.00000 9000.00 Engineering Controls | | | 0330 740B000 786.000 SQFT| 15.00000 11790.00| 7.00000 5502.00| 12.00000 9432.00 Construction Signs | | | 0340 740F002 24.000 EACH| 300.00000 7200.00| 170.00000 4080.00| 200.00000 4800.00 Barricades, Type III | | | 0350 740I005 6.000 EACH| 500.00000 3000.00| 200.00000 1200.00| 150.00000 900.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 543,140.00| $ 635,896.02| $ 694,917.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 543,140.00| $ 635,896.02| $ 694,917.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20030228044 COUNTIES : DEKALB LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2500(204) for constructing the Bridge Replacement (Precast) on C.R.#606 at Big Wills Creek just south of Hammondville. Length 0.022 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 244,318.30 100.0000% 2 19037 SIMPSON BRIDGE COMPANY, INC. $ 252,151.99 103.2063% 3 19046 SIMPSON CONSTRUCTION COMPANY, INC. $ 258,687.50 105.8813% 4 13004 MILLER & MILLER, INC. $ 309,446.80 126.6572% 5 23071 WARRIOR CONSTRUCTORS, INC. $ 474,808.00 194.3399% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030228044 COUNTIES : DEKALB LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19037 |( 3 ) 19046 |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC |SIMPSON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 10000.00000 10000.00| 28500.00000 28500.00| 15500.00000 15500.00 Removal Of Old Bridge, Station 14+23.10 | | | 0020 210A000 610.000 CUYD| 12.00000 7320.00| 4.35000 2653.50| 16.00000 9760.00 Unclassified Excavation | | | 0030 502A000 65.000 LB | 2.00000 130.00| 0.90000 58.50| 2.00000 130.00 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 1000.00000 1000.00| 1900.00000 1900.00| 1600.00000 1600.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| 250.00000 250.00| 1000.00000 1000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505G003 34.000 EACH| 85.00000 2890.00| 118.00000 4012.00| 75.00000 2550.00 Pile Points (Type A, 12") | | | 0070 505M002 482.000 LF | 32.00000 15424.00| 21.15000 10194.30| 24.00000 11568.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 2.000 EACH| 2400.00000 4800.00| 2550.00000 5100.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0090 510A000 10.000 CUYD| 1000.00000 10000.00| 560.00000 5600.00| 500.00000 5000.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 44.000 EACH| 65.00000 2860.00| 67.50000 2970.00| 50.00000 2200.00 Elastomeric Bearings, Type 1 | | | 0110 512A014 2.000 EACH| 3750.00000 7500.00| 3460.00000 6920.00| 3150.00000 6300.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0120 512B004 2.000 EACH| 4050.00000 8100.00| 3375.00000 6750.00| 3400.00000 6800.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512C017 18.000 EACH| 3805.00000 68490.00| 3600.00000 64800.00| 3850.00000 69300.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512C025 6.000 EACH| 4312.00000 25872.00| 3975.00000 23850.00| 4475.00000 26850.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030228044 COUNTIES : DEKALB LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19037 |( 3 ) 19046 |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC |SIMPSON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D025 2.000 EACH| 3790.00000 7580.00| 3700.00000 7400.00| 3850.00000 7700.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0160 512D030 4.000 EACH| 3720.00000 14880.00| 3650.00000 14600.00| 3850.00000 15400.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0170 512E001 16.000 EACH| 515.00000 8240.00| 450.00000 7200.00| 525.00000 8400.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0180 512F001 8.000 EACH| 642.00000 5136.00| 560.00000 4480.00| 600.00000 4800.00 Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 4.000 EACH| 600.00000 2400.00| 550.00000 2200.00| 580.00000 2320.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 10000.00000 10000.00| 21000.00000 21000.00| 23900.00000 23900.00 Mobilization | | | 0210 610C001 268.000 TON | 25.00000 6700.00| 21.50000 5762.00| 18.00000 4824.00 Loose Riprap, Class 2 | | | 0220 610D000 212.000 SQYD| 2.00000 424.00| 5.00000 1060.00| 2.50000 530.00 Filter Blanket | | | 0230 630C003 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1225.00000 4900.00 Guardrail End Anchor, Type 13 | | | 0240 630C070 4.000 EACH| 1250.00000 5000.00| 1300.00000 5200.00| 1350.00000 5400.00 Guardrail End Anchor, Type 10 Series | | | 0250 665F000 176.000 EACH| 6.00000 1056.00| 6.20000 1091.20| 6.50000 1144.00 Hay Bales | | | 0260 665J000 525.000 LF | 5.00000 2625.00| 4.75000 2493.75| 5.00000 2625.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 8700.00000 8700.00 Engineering Controls | | | 0280 740B000 269.000 SQFT| 7.70000 2071.30| 7.46000 2006.74| 8.50000 2286.50 Construction Signs | | | 0290 740F002 8.000 EACH| 160.00000 1280.00| 155.00000 1240.00| 200.00000 1600.00 Barricades, Type III | | | 0300 740I005 4.000 EACH| 135.00000 540.00| 140.00000 560.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 244,318.30| $ 252,151.99| $ 258,687.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 244,318.30| $ 252,151.99| $ 258,687.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030228044 COUNTIES : DEKALB LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13004 |( 5 ) 23071 |( ) |MILLER & MILLER, INC. |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 7500.00000 7500.00| 150000.00000 150000.00| Removal Of Old Bridge, Station 14+23.10 | | | 0020 210A000 610.000 CUYD| 6.00000 3660.00| 12.50000 7625.00| Unclassified Excavation | | | 0030 502A000 65.000 LB | 4.50000 292.50| 6.00000 390.00| Steel Reinforcement | | | 0040 505A032 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 250.00000 250.00| 2000.00000 2000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505G003 34.000 EACH| 95.00000 3230.00| 150.00000 5100.00| Pile Points (Type A, 12") | | | 0070 505M002 482.000 LF | 45.20000 21786.40| 30.00000 14460.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 2.000 EACH| 2500.00000 5000.00| 3500.00000 7000.00| Wire Rope Abutment Anchor Assembly | | | 0090 510A000 10.000 CUYD| 850.00000 8500.00| 300.00000 3000.00| Bridge Substructure Concrete, Class A | | | 0100 511A000 44.000 EACH| 85.00000 3740.00| 125.00000 5500.00| Elastomeric Bearings, Type 1 | | | 0110 512A014 2.000 EACH| 5500.00000 11000.00| 4000.00000 8000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0120 512B004 2.000 EACH| 5300.00000 10600.00| 4000.00000 8000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512C017 18.000 EACH| 5325.00000 95850.00| 4000.00000 72000.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512C025 6.000 EACH| 5750.00000 34500.00| 4500.00000 27000.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 044 -5 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030228044 COUNTIES : DEKALB LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13004 |( 5 ) 23071 |( ) |MILLER & MILLER, INC. |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D025 2.000 EACH| 3750.00000 7500.00| 4000.00000 8000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0160 512D030 4.000 EACH| 4050.00000 16200.00| 4000.00000 16000.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0170 512E001 16.000 EACH| 445.00000 7120.00| 500.00000 8000.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0180 512F001 8.000 EACH| 623.00000 4984.00| 600.00000 4800.00| Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 4.000 EACH| 530.00000 2120.00| 600.00000 2400.00| Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 32600.00000 32600.00| 56000.00000 56000.00| Mobilization | | | 0210 610C001 268.000 TON | 23.80000 6378.40| 30.00000 8040.00| Loose Riprap, Class 2 | | | 0220 610D000 212.000 SQYD| 4.00000 848.00| 4.00000 848.00| Filter Blanket | | | 0230 630C003 4.000 EACH| 1429.00000 5716.00| 1200.00000 4800.00| Guardrail End Anchor, Type 13 | | | 0240 630C070 4.000 EACH| 1510.00000 6040.00| 1600.00000 6400.00| Guardrail End Anchor, Type 10 Series | | | 0250 665F000 176.000 EACH| 9.50000 1672.00| 10.00000 1760.00| Hay Bales | | | 0260 665J000 525.000 LF | 5.50000 2887.50| 10.00000 5250.00| Silt Fence, Type A | | | 0270 680A000 LUMP| 4500.00000 4500.00| 30000.00000 30000.00| Engineering Controls | | | 0280 740B000 269.000 SQFT| 8.00000 2152.00| 15.00000 4035.00| Construction Signs | | | 0290 740F002 8.000 EACH| 180.00000 1440.00| 500.00000 4000.00| Barricades, Type III | | | 0300 740I005 4.000 EACH| 220.00000 880.00| 600.00000 2400.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 309,446.80| $ 474,808.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 309,446.80| $ 474,808.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20030228045 COUNTIES : FAYETTE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2900(203) for constructing the Bridge Replacement (Precast) on Coffee Creek Road over Coffee Creek west of Winfield. Length - 0.015 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 162,424.00 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 171,000.00 105.2800% 3 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 172,031.40 105.9150% 4 16003 PHILLIPS CONTRACTING CO., INC. $ 177,657.50 109.3788% 5 13099 MCINNIS, LLC $ 243,266.00 149.7722% 6 23071 WARRIOR CONSTRUCTORS, INC. $ 291,222.50 179.2977% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030228045 COUNTIES : FAYETTE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 07048 |( 3 ) 20011 |RILEY BRIDGE & ENGINEERING |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 0.5 | | | ACRES) | | | 0020 206A000 LUMP| 2000.00000 2000.00| 7227.00000 7227.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 8+66.17 | | | 0030 210A000 100.000 CUYD| 3.00000 300.00| 14.00000 1400.00| 10.00000 1000.00 Unclassified Excavation | | | 0040 502A000 44.000 LB | 2.00000 88.00| 2.00000 88.00| 2.00000 88.00 Steel Reinforcement | | | 0050 505M002 1160.000 LF | 21.00000 24360.00| 21.00000 24360.00| 22.00000 25520.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 2225.00000 4450.00| 1500.00000 3000.00| 1650.00000 3300.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 7.000 CUYD| 700.00000 4900.00| 350.00000 2450.00| 300.00000 2100.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 33.000 EACH| 52.00000 1716.00| 50.00000 1650.00| 52.80000 1742.40 Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 2900.00000 5800.00| 3000.00000 6000.00| 2511.50000 5023.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 1.000 EACH| 3160.00000 3160.00| 2500.00000 2500.00| 2434.00000 2434.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C017 12.000 EACH| 3400.00000 40800.00| 3500.00000 42000.00| 3150.00000 37800.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512C025 4.000 EACH| 3825.00000 15300.00| 3900.00000 15600.00| 3503.00000 14012.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512D030 4.000 EACH| 3400.00000 13600.00| 3500.00000 14000.00| 3212.00000 12848.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0140 512E000 16.000 EACH| 340.00000 5440.00| 300.00000 4800.00| 205.00000 3280.00 Precast Concrete Abutment Panels, Type | | | A1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030228045 COUNTIES : FAYETTE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 07048 |( 3 ) 20011 |RILEY BRIDGE & ENGINEERING |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512F000 8.000 EACH| 420.00000 3360.00| 400.00000 3200.00| 334.00000 2672.00 Precast Concrete Wing Panels, Type W1 | | | 0160 512G000 4.000 EACH| 445.00000 1780.00| 400.00000 1600.00| 393.00000 1572.00 Precast Concrete Abutment Wing Cap Pane | | | 0170 600A000 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 5000.00000 5000.00 Mobilization | | | 0180 610C001 375.000 TON | 20.00000 7500.00| 25.00000 9375.00| 18.00000 6750.00 Loose Riprap, Class 2 | | | 0190 610D003 275.000 SQYD| 3.00000 825.00| 2.00000 550.00| 4.00000 1100.00 Filter Blanket, Geotextile | | | 0200 630A001 50.000 LF | 14.00000 700.00| 15.00000 750.00| 18.00000 900.00 Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C003 4.000 EACH| 1125.00000 4500.00| 1200.00000 4800.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1125.00000 4500.00| 1500.00000 6000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0230 665F000 48.000 EACH| 5.00000 240.00| 5.00000 240.00| 5.00000 240.00 Hay Bales | | | 0240 665J000 480.000 LF | 5.00000 2400.00| 5.00000 2400.00| 5.00000 2400.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 500.00000 500.00| 5000.00000 5000.00| 3000.00000 3000.00 Engineering Controls | | | 0260 740B000 545.000 SQFT| 9.00000 4905.00| 10.00000 5450.00| 10.00000 5450.00 Construction Signs | | | 0270 740F002 8.000 EACH| 400.00000 3200.00| 170.00000 1360.00| 200.00000 1600.00 Barricades, Type III | | | 0280 740I005 2.000 EACH| 300.00000 600.00| 100.00000 200.00| 100.00000 200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 162,424.00| $ 171,000.00| $ 172,031.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 162,424.00| $ 171,000.00| $ 172,031.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030228045 COUNTIES : FAYETTE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 13099 |( 6 ) 23071 |PHILLIPS CONTRACTING CO., I |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 0.5 | | | ACRES) | | | 0020 206A000 LUMP| 2500.00000 2500.00| 24000.00000 24000.00| 76000.00000 76000.00 Removal Of Old Bridge, Station 8+66.17 | | | 0030 210A000 100.000 CUYD| 5.00000 500.00| 8.00000 800.00| 10.00000 1000.00 Unclassified Excavation | | | 0040 502A000 44.000 LB | 3.00000 132.00| 1.00000 44.00| 4.00000 176.00 Steel Reinforcement | | | 0050 505M002 1160.000 LF | 21.50000 24940.00| 27.00000 31320.00| 25.00000 29000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 2624.00000 5248.00| 2250.00000 4500.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 7.000 CUYD| 750.00000 5250.00| 95.00000 665.00| 300.00000 2100.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 33.000 EACH| 65.00000 2145.00| 72.00000 2376.00| 100.00000 3300.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 3498.00000 6996.00| 3425.00000 6850.00| 3500.00000 7000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 1.000 EACH| 3520.00000 3520.00| 3320.00000 3320.00| 3500.00000 3500.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C017 12.000 EACH| 3610.00000 43320.00| 4295.00000 51540.00| 3500.00000 42000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512C025 4.000 EACH| 3969.00000 15876.00| 4776.00000 19104.00| 4000.00000 16000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512D030 4.000 EACH| 3674.00000 14696.00| 4379.00000 17516.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0140 512E000 16.000 EACH| 386.00000 6176.00| 279.00000 4464.00| 400.00000 6400.00 Precast Concrete Abutment Panels, Type | | | A1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 045 -5 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030228045 COUNTIES : FAYETTE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 13099 |( 6 ) 23071 |PHILLIPS CONTRACTING CO., I |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512F000 8.000 EACH| 517.00000 4136.00| 455.00000 3640.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W1 | | | 0160 512G000 4.000 EACH| 576.00000 2304.00| 534.00000 2136.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0170 600A000 LUMP| 8700.00000 8700.00| 30000.00000 30000.00| 32000.00000 32000.00 Mobilization | | | 0180 610C001 375.000 TON | 21.60000 8100.00| 24.00000 9000.00| 27.50000 10312.50 Loose Riprap, Class 2 | | | 0190 610D003 275.000 SQYD| 2.50000 687.50| 3.00000 825.00| 3.00000 825.00 Filter Blanket, Geotextile | | | 0200 630A001 50.000 LF | 14.00000 700.00| 14.00000 700.00| 15.00000 750.00 Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C003 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 900.00000 3600.00 Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1300.00000 5200.00 Guardrail End Anchor, Type 10 Series | | | 0230 665F000 48.000 EACH| 5.00000 240.00| 7.00000 336.00| 8.00000 384.00 Hay Bales | | | 0240 665J000 480.000 LF | 6.00000 2880.00| 8.00000 3840.00| 10.00000 4800.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 2500.00000 2500.00 Engineering Controls | | | 0260 740B000 545.000 SQFT| 7.80000 4251.00| 12.00000 6540.00| 15.00000 8175.00 Construction Signs | | | 0270 740F002 8.000 EACH| 160.00000 1280.00| 200.00000 1600.00| 500.00000 4000.00 Barricades, Type III | | | 0280 740I005 2.000 EACH| 140.00000 280.00| 175.00000 350.00| 600.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 177,657.50| $ 243,266.00| $ 291,222.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 177,657.50| $ 243,266.00| $ 291,222.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20030228046 COUNTIES : HENRY LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-3412(201) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#47 from C.R.#177 northeast of Haleburg north to Old Salem Church. Length 4.768 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 315,810.85 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 334,970.70 106.0669% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030228046 COUNTIES : HENRY LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( ) |APAC-ALABAMA, 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 210D020 3030.000 CUYD| 5.45000 16513.50| 5.15000 15604.50| Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0020 212A000 504.000 STA | 21.32000 10745.28| 26.00000 13104.00| Machine Grading Shoulders | | | 0030 405A000 3357.000 GAL | 1.26000 4229.82| 1.85000 6210.45| Tack Coat | | | 0040 429A200 3153.000 TON | 38.36000 120949.08| 39.56000 124732.68| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 2238.000 TON | 38.59000 86364.42| 40.34000 90280.92| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B213 715.000 TON | 38.17000 27291.55| 38.95000 27849.25| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 6700.00000 6700.00| 12500.00000 12500.00| Mobilization | | | 0080 630A001 100.000 LF | 14.25000 1425.00| 14.11000 1411.00| Steel Beam Guardrail, Class A, Type 2 | | | 0090 630C070 4.000 EACH| 1350.00000 5400.00| 1336.50000 5346.00| Guardrail End Anchor, Type 10 Series | | | 0100 652A061 10.000 ACRE| 350.00000 3500.00| 356.40000 3564.00| Seeding (Mix 3E) | | | 0110 656A000 10.000 ACRE| 340.00000 3400.00| 346.50000 3465.00| Mulching, Class A, Type 1 | | | 0120 665F000 50.000 EACH| 4.00000 200.00| 3.96000 198.00| Hay Bales | | | 0130 665J000 200.000 LF | 3.00000 600.00| 2.97000 594.00| Silt Fence, Type A | | | 0140 701A004 10.000 MILE| 350.00000 3500.00| 348.25000 3482.50| Solid White, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030228046 COUNTIES : HENRY LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( ) |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A035 7.000 MILE| 1200.00000 8400.00| 1194.00000 8358.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 3.000 MILE| 750.00000 2250.00| 746.25000 2238.75| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 5.000 MILE| 350.00000 1750.00| 348.25000 1741.25| Broken Temporary Traffic Stripe | | | 0180 701C001 13.000 MILE| 420.00000 5460.00| 417.90000 5432.70| Solid Temporary Traffic Stripe | | | 0190 703A000 40.000 SQFT| 2.00000 80.00| 1.99000 79.60| Traffic Control Markings, Class 1, Type | | | A | | | 0200 703D001 40.000 SQFT| 2.00000 80.00| 1.99000 79.60| Temporary Traffic Control Markings | | | 0210 705A032 225.000 EACH| 4.80000 1080.00| 4.78000 1075.50| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 650.000 EACH| 5.00000 3250.00| 4.98000 3237.00| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 196.000 SQFT| 7.40000 1450.40| 7.35000 1440.60| Construction Signs | | | 0240 740E000 20.000 EACH| 5.99000 119.80| 14.41000 288.20| Cones (36 Inches High) | | | 0250 740M001 20.000 EACH| 3.60000 72.00| 7.86000 157.20| Ballast For Cone | | | 0260 740O000 1.000 EACH| 1000.00000 1000.00| 2500.00000 2500.00| Pilot Car | | | SECTION TOTALS | $ 315,810.85| $ 334,970.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 315,810.85| $ 334,970.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20030228047 COUNTIES : HENRY LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-3426(200) for constructing the Resurfacing and Traffic Stripe on C.R.#54 and C.R.#37 from C.R.#29 through Lawrenceville to S.R.#95. Length 6.341 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 367,483.54 100.0000% 2 01018 APAC-ALABAMA, INC. $ 375,615.39 102.2128% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030228047 COUNTIES : HENRY LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D020 4140.000 CUYD| 4.15000 17181.00| 4.21000 17429.40| Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0020 212A000 670.000 STA | 26.10000 17487.00| 21.15000 14170.50| Machine Grading Shoulders | | | 0030 405A000 4500.000 GAL | 1.68000 7560.00| 1.26000 5670.00| Tack Coat | | | 0040 429A200 4343.000 TON | 34.15000 148313.45| 36.49000 158476.07| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 3057.000 TON | 35.27000 107820.39| 36.26000 110846.82| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 9500.00000 9500.00| 10500.00000 10500.00| Mobilization | | | 0070 630A001 125.000 LF | 15.84000 1980.00| 16.00000 2000.00| Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C070 4.000 EACH| 1435.50000 5742.00| 1450.00000 5800.00| Guardrail End Anchor, Type 10 Series | | | 0090 652A061 13.000 ACRE| 356.40000 4633.20| 350.00000 4550.00| Seeding (Mix 3E) | | | 0100 656A000 13.000 ACRE| 346.50000 4504.50| 340.00000 4420.00| Mulching, Class A, Type 1 | | | 0110 665F000 50.000 EACH| 3.96000 198.00| 4.00000 200.00| Hay Bales | | | 0120 665J000 200.000 LF | 2.97000 594.00| 3.00000 600.00| Silt Fence, Type A | | | 0130 701A004 14.000 MILE| 348.25000 4875.50| 350.00000 4900.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0140 701A035 10.000 MILE| 1194.00000 11940.00| 1200.00000 12000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030228047 COUNTIES : HENRY LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A045 4.000 MILE| 746.25000 2985.00| 750.00000 3000.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 8.000 MILE| 348.25000 2786.00| 350.00000 2800.00| Broken Temporary Traffic Stripe | | | 0170 701C001 18.000 MILE| 417.90000 7522.20| 420.00000 7560.00| Solid Temporary Traffic Stripe | | | 0180 703A000 320.000 SQFT| 1.99000 636.80| 2.00000 640.00| Traffic Control Markings, Class 1, Type | | | A | | | 0190 703D001 320.000 SQFT| 1.99000 636.80| 2.00000 640.00| Temporary Traffic Control Markings | | | 0200 705A032 315.000 EACH| 4.78000 1505.70| 4.80000 1512.00| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 910.000 EACH| 4.98000 4531.80| 5.00000 4550.00| Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 292.000 SQFT| 7.35000 2146.20| 7.40000 2160.80| Construction Signs | | | 0230 740E000 20.000 EACH| 13.07000 261.40| 5.93000 118.60| Cones (36 Inches High) | | | 0240 740M001 20.000 EACH| 7.13000 142.60| 3.56000 71.20| Ballast For Cone | | | 0250 740O000 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 367,483.54| $ 375,615.39| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 367,483.54| $ 375,615.39| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20030228048 COUNTIES : HOUSTON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3500(209) for constructing the Bridge Replacements (Precast) on ACGBBRZ-3500(210) C.R.#77 at Little Rocky Creek northeast of Cottonwood and on C.R.#37 at Double Bridge Creek northeast of Madrid. Length 0.032 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 347,580.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 432,685.81 124.4852% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030228048 COUNTIES : HOUSTON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( ) |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| Removal Of Old Bridge, Station 5+24.93 | | | 0020 206A001 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 5+24.93 | | | 0030 210A000 408.000 CUYD| 1.00000 408.00| 2.00000 816.00| Unclassified Excavation | | | 0040 502A000 159.000 LB | 1.00000 159.00| 2.50000 397.50| Steel Reinforcement | | | 0050 505M002 3465.000 LF | 20.00000 69300.00| 17.00000 58905.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 4.000 EACH| 2500.00000 10000.00| 2000.00000 8000.00| Wire Rope Abutment Anchor Assembly | | | 0070 510A000 20.000 CUYD| 250.00000 5000.00| 400.00000 8000.00| Bridge Substructure Concrete, Class A | | | 0080 511A000 77.000 EACH| 80.00000 6160.00| 50.00000 3850.00| Elastomeric Bearings, Type 1 | | | 0090 512A014 4.000 EACH| 2000.00000 8000.00| 3000.00000 12000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 3.000 EACH| 2200.00000 6600.00| 3100.00000 9300.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C004 24.000 EACH| 2400.00000 57600.00| 3000.00000 72000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 8.000 EACH| 2400.00000 19200.00| 3100.00000 24800.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512C017 6.000 EACH| 3000.00000 18000.00| 3500.00000 21000.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512C025 2.000 EACH| 3000.00000 6000.00| 3750.00000 7500.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030228048 COUNTIES : HOUSTON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( ) |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D002 4.000 EACH| 2600.00000 10400.00| 2930.00000 11720.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0160 512D005 4.000 EACH| 2600.00000 10400.00| 2965.00000 11860.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0170 512D031 2.000 EACH| 3200.00000 6400.00| 3250.00000 6500.00| Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0180 512E002 32.000 EACH| 500.00000 16000.00| 600.00000 19200.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0190 512F002 16.000 EACH| 500.00000 8000.00| 850.00000 13600.00| Precast Concrete Wing Panels, Type W3 | | | 0200 512G000 8.000 EACH| 500.00000 4000.00| 750.00000 6000.00| Precast Concrete Abutment Wing Cap Pane | | | 0210 600A000 LUMP| 14000.00000 14000.00| 66604.31000 66604.31| Mobilization | | | 0220 610C001 657.000 TON | 20.00000 13140.00| 25.00000 16425.00| Loose Riprap, Class 2 | | | 0230 610D003 518.000 SQYD| 3.50000 1813.00| 2.50000 1295.00| Filter Blanket, Geotextile | | | 0240 630C003 8.000 EACH| 1150.00000 9200.00| 950.00000 7600.00| Guardrail End Anchor, Type 13 | | | 0250 630C050 8.000 EACH| 1750.00000 14000.00| 1375.00000 11000.00| Guardrail End Anchor, Type 20 Series | | | 0260 665F000 100.000 EACH| 5.00000 500.00| 6.25000 625.00| Hay Bales | | | 0270 665J000 360.000 LF | 5.00000 1800.00| 3.30000 1188.00| Silt Fence, Type A | | | 0280 680A000 LUMP| 1500.00000 1500.00| 7500.00000 7500.00| Engineering Controls | | | SECTION TOTALS | $ 347,580.00| $ 432,685.81| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 347,580.00| $ 432,685.81| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20030228049 COUNTIES : LAWRENCE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4000(204) for constructing the Bridge Replacement and Approaches on C.R.#54 at Town Creek southwest of Moulton. Length 0.643 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 441,753.71 100.0000% 2 23070 WINSTON CONTRACTING, L.L.C. $ 502,401.60 113.7289% 3 13058 J. W. MARKHAM & SON, INC. $ 521,196.69 117.9835% 4 20050 TOMLIN CONSTRUCTION, LLC $ 565,257.80 127.9577% 5 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 599,842.77 135.7867% 6 23071 WARRIOR CONSTRUCTORS, INC. $ 614,149.19 139.0252% 7 13099 MCINNIS, LLC $ 755,238.30 170.9637% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030228049 COUNTIES : LAWRENCE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 23070 |( 3 ) 13058 |RILEY BRIDGE & ENGINEERING |WINSTON CONTRACTING, L.L.C. |J. W. MARKHAM & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 1000.00000 1000.00| 7500.00000 7500.00| 10200.00000 10200.00 Clearing & Grubbing (Approximately 3 | | | ACRES) | | | 0020 206A000 LUMP| 1000.00000 1000.00| 1300.00000 1300.00| 2500.00000 2500.00 Removal Of Old Bridge, Station 19+48 | | | 0030 206D011 4241.000 LF | 0.50000 2120.50| 2.35000 9966.35| 0.50000 2120.50 Removing Fence | | | 0040 210A000 327.000 CUYD| 5.81000 1899.87| 4.00000 1308.00| 7.00000 2289.00 Unclassified Excavation | | | 0050 210D001 31443.000 CUYD| 4.78000 150297.54| 3.75000 117911.25| 5.15000 161931.45 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 155.000 CUYD| 7.00000 1085.00| 5.00000 775.00| 8.00000 1240.00 Structure Excavation | | | 0070 214B001 80.000 CUYD| 22.00000 1760.00| 21.00000 1680.00| 15.00000 1200.00 Foundation Backfill, Commercial | | | 0080 230A000 33.000 RBST| 270.00000 8910.00| 330.00000 10890.00| 200.00000 6600.00 Roadbed Processing | | | 0090 301A012 10300.000 SQYD| 3.98000 40994.00| 3.80000 39140.00| 3.65000 37595.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 502A000 100.000 LB | 1.00000 100.00| 1.55000 155.00| 4.00000 400.00 Steel Reinforcement | | | 0110 505H000 170.000 LF | 70.00000 11900.00| 92.00000 15640.00| 90.00000 15300.00 Pilot Holes | | | 0120 505M000 500.000 LF | 17.00000 8500.00| 23.00000 11500.00| 27.00000 13500.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0130 507A000 2.000 EACH| 1775.00000 3550.00| 2300.00000 4600.00| 2900.00000 5800.00 Wire Rope Abutment Anchor Assembly | | | 0140 510A000 6.000 CUYD| 500.00000 3000.00| 630.00000 3780.00| 1200.00000 7200.00 Bridge Substructure Concrete, Class A | | | 0150 511A000 44.000 EACH| 49.00000 2156.00| 65.00000 2860.00| 95.00000 4180.00 Elastomeric Bearings, Type 1 | | | 0160 512A014 2.000 EACH| 2900.00000 5800.00| 3775.00000 7550.00| 4300.00000 8600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030228049 COUNTIES : LAWRENCE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 23070 |( 3 ) 13058 |RILEY BRIDGE & ENGINEERING |WINSTON CONTRACTING, L.L.C. |J. W. MARKHAM & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512B004 2.000 EACH| 3150.00000 6300.00| 4175.00000 8350.00| 4600.00000 9200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0180 512C004 18.000 EACH| 2900.00000 52200.00| 3775.00000 67950.00| 3800.00000 68400.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 6.000 EACH| 3050.00000 18300.00| 4065.00000 24390.00| 4000.00000 24000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512D002 4.000 EACH| 2950.00000 11800.00| 3855.00000 15420.00| 3700.00000 14800.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 2.000 EACH| 2950.00000 5900.00| 3855.00000 7710.00| 3800.00000 7600.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512E002 16.000 EACH| 380.00000 6080.00| 495.00000 7920.00| 600.00000 9600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0230 512F002 8.000 EACH| 420.00000 3360.00| 545.00000 4360.00| 900.00000 7200.00 Precast Concrete Wing Panels, Type W3 | | | 0240 512G000 4.000 EACH| 443.00000 1772.00| 575.00000 2300.00| 600.00000 2400.00 Precast Concrete Abutment Wing Cap Pane | | | 0250 530A004 96.000 LF | 62.00000 5952.00| 57.00000 5472.00| 57.00000 5472.00 36" Roadway Pipe (Class 3 R.C.) | | | 0260 600A000 LUMP| 22000.00000 22000.00| 30000.00000 30000.00| 14500.00000 14500.00 Mobilization | | | 0270 610C001 300.000 TON | 18.00000 5400.00| 24.00000 7200.00| 14.00000 4200.00 Loose Riprap, Class 2 | | | 0280 610D000 250.000 SQYD| 2.50000 625.00| 3.00000 750.00| 3.00000 750.00 Filter Blanket | | | 0290 619A005 4.000 EACH| 1060.00000 4240.00| 1100.00000 4400.00| 900.00000 3600.00 36" Roadway Pipe End Treatment, Class 1 | | | 0300 630C003 4.000 EACH| 1100.00000 4400.00| 1225.00000 4900.00| 1166.00000 4664.00 Guardrail End Anchor, Type 13 | | | 0310 630C050 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| 1431.00000 5724.00 Guardrail End Anchor, Type 20 Series | | | 0320 635A002 1117.000 LF | 3.90000 4356.30| 7.25000 8098.25| 6.89000 7696.13 Woven Wire Fence (Wood Post) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030228049 COUNTIES : LAWRENCE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 23070 |( 3 ) 13058 |RILEY BRIDGE & ENGINEERING |WINSTON CONTRACTING, L.L.C. |J. W. MARKHAM & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 635B001 1.000 EACH| 350.00000 350.00| 450.00000 450.00| 424.00000 424.00 Gate, 14 Feet Wide | | | 0340 636A002 663.000 LF | 2.40000 1591.20| 6.75000 4475.25| 6.36000 4216.68 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0350 636A004 2461.000 LF | 2.30000 5660.30| 5.50000 13535.50| 5.09000 12526.49 Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Posts) | | | 0360 650A000 1060.000 CUYD| 6.00000 6360.00| 5.00000 5300.00| 6.50000 6890.00 Topsoil | | | 0370 652A053 5.000 ACRE| 700.00000 3500.00| 900.00000 4500.00| 500.00000 2500.00 Seeding (Mix 1E) | | | 0380 656A001 5.000 ACRE| 700.00000 3500.00| 840.00000 4200.00| 420.00000 2100.00 Mulching, Class A, Type 2 | | | 0390 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 6.00000 300.00 Hay Bales | | | 0400 665J000 560.000 LF | 5.00000 2800.00| 4.00000 2240.00| 4.00000 2240.00 Silt Fence, Type A | | | 0410 680A000 LUMP| 9000.00000 9000.00| 18000.00000 18000.00| 14000.00000 14000.00 Engineering Controls | | | 0420 740B000 198.000 SQFT| 8.00000 1584.00| 12.50000 2475.00| 8.48000 1679.04 Construction Signs | | | 0430 740F002 8.000 EACH| 350.00000 2800.00| 200.00000 1600.00| 164.30000 1314.40 Barricades, Type III | | | 0440 740I005 8.000 EACH| 350.00000 2800.00| 450.00000 3600.00| 318.00000 2544.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 441,753.71| $ 502,401.60| $ 521,196.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 441,753.71| $ 502,401.60| $ 521,196.69 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 049 -5 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030228049 COUNTIES : LAWRENCE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 03001 |( 6 ) 23071 |TOMLIN CONSTRUCTION, LLC |CLARK CONSTRUCTION CO., INC |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 28000.00000 28000.00| 23000.00000 23000.00| 7875.00000 7875.00 Clearing & Grubbing (Approximately 3 | | | ACRES) | | | 0020 206A000 LUMP| 37000.00000 37000.00| 10000.00000 10000.00| 63000.00000 63000.00 Removal Of Old Bridge, Station 19+48 | | | 0030 206D011 4241.000 LF | 1.00000 4241.00| 1.39000 5894.99| 2.75000 11662.75 Removing Fence | | | 0040 210A000 327.000 CUYD| 10.00000 3270.00| 4.66000 1523.82| 10.50000 3433.50 Unclassified Excavation | | | 0050 210D001 31443.000 CUYD| 6.00000 188658.00| 4.70000 147782.10| 3.68000 115710.24 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 155.000 CUYD| 6.00000 930.00| 6.25000 968.75| 6.30000 976.50 Structure Excavation | | | 0070 214B001 80.000 CUYD| 15.00000 1200.00| 21.28000 1702.40| 10.50000 840.00 Foundation Backfill, Commercial | | | 0080 230A000 33.000 RBST| 200.00000 6600.00| 363.17000 11984.61| 341.25000 11261.25 Roadbed Processing | | | 0090 301A012 10300.000 SQYD| 4.00000 41200.00| 3.36000 34608.00| 4.00000 41200.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 502A000 100.000 LB | 2.00000 200.00| 1.00000 100.00| 5.00000 500.00 Steel Reinforcement | | | 0110 505H000 170.000 LF | 60.00000 10200.00| 355.36000 60411.20| 150.00000 25500.00 Pilot Holes | | | 0120 505M000 500.000 LF | 25.00000 12500.00| 38.00000 19000.00| 30.00000 15000.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0130 507A000 2.000 EACH| 3000.00000 6000.00| 1984.76000 3969.52| 3500.00000 7000.00 Wire Rope Abutment Anchor Assembly | | | 0140 510A000 6.000 CUYD| 600.00000 3600.00| 1114.18000 6685.08| 600.00000 3600.00 Bridge Substructure Concrete, Class A | | | 0150 511A000 44.000 EACH| 75.00000 3300.00| 60.83000 2676.52| 100.00000 4400.00 Elastomeric Bearings, Type 1 | | | 0160 512A014 2.000 EACH| 4500.00000 9000.00| 3564.75000 7129.50| 4000.00000 8000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 049 -6 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030228049 COUNTIES : LAWRENCE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 03001 |( 6 ) 23071 |TOMLIN CONSTRUCTION, LLC |CLARK CONSTRUCTION CO., INC |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512B004 2.000 EACH| 4700.00000 9400.00| 3852.14000 7704.28| 4000.00000 8000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0180 512C004 18.000 EACH| 3850.00000 69300.00| 2948.75000 53077.50| 4000.00000 72000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 6.000 EACH| 4000.00000 24000.00| 3092.51000 18555.06| 4000.00000 24000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512D002 4.000 EACH| 3500.00000 14000.00| 2954.92000 11819.68| 4000.00000 16000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 2.000 EACH| 3500.00000 7000.00| 3000.00000 6000.00| 4000.00000 8000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512E002 16.000 EACH| 600.00000 9600.00| 570.04000 9120.64| 500.00000 8000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0230 512F002 8.000 EACH| 750.00000 6000.00| 758.37000 6066.96| 500.00000 4000.00 Precast Concrete Wing Panels, Type W3 | | | 0240 512G000 4.000 EACH| 600.00000 2400.00| 579.03000 2316.12| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0250 530A004 96.000 LF | 42.00000 4032.00| 45.44000 4362.24| 44.10000 4233.60 36" Roadway Pipe (Class 3 R.C.) | | | 0260 600A000 LUMP| 1000.00000 1000.00| 70000.00000 70000.00| 70000.00000 70000.00 Mobilization | | | 0270 610C001 300.000 TON | 20.00000 6000.00| 18.93000 5679.00| 25.00000 7500.00 Loose Riprap, Class 2 | | | 0280 610D000 250.000 SQYD| 3.00000 750.00| 3.34000 835.00| 3.50000 875.00 Filter Blanket | | | 0290 619A005 4.000 EACH| 600.00000 2400.00| 910.12000 3640.48| 955.50000 3822.00 36" Roadway Pipe End Treatment, Class 1 | | | 0300 630C003 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 900.00000 3600.00 Guardrail End Anchor, Type 13 | | | 0310 630C050 4.000 EACH| 1350.00000 5400.00| 1500.00000 6000.00| 1200.00000 4800.00 Guardrail End Anchor, Type 20 Series | | | 0320 635A002 1117.000 LF | 6.50000 7260.50| 6.95000 7763.15| 6.35000 7092.95 Woven Wire Fence (Wood Post) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 049 -7 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030228049 COUNTIES : LAWRENCE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 03001 |( 6 ) 23071 |TOMLIN CONSTRUCTION, LLC |CLARK CONSTRUCTION CO., INC |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 635B001 1.000 EACH| 400.00000 400.00| 503.43000 503.43| 387.45000 387.45 Gate, 14 Feet Wide | | | 0340 636A002 663.000 LF | 6.00000 3978.00| 6.00000 3978.00| 3.50000 2320.50 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0350 636A004 2461.000 LF | 4.80000 11812.80| 5.00000 12305.00| 3.20000 7875.20 Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Posts) | | | 0360 650A000 1060.000 CUYD| 6.00000 6360.00| 7.12000 7547.20| 4.20000 4452.00 Topsoil | | | 0370 652A053 5.000 ACRE| 500.00000 2500.00| 500.00000 2500.00| 677.25000 3386.25 Seeding (Mix 1E) | | | 0380 656A001 5.000 ACRE| 500.00000 2500.00| 420.00000 2100.00| 805.00000 4025.00 Mulching, Class A, Type 2 | | | 0390 665F000 50.000 EACH| 6.00000 300.00| 6.19000 309.50| 9.00000 450.00 Hay Bales | | | 0400 665J000 560.000 LF | 3.00000 1680.00| 3.01000 1685.60| 10.00000 5600.00 Silt Fence, Type A | | | 0410 680A000 LUMP| 1000.00000 1000.00| 7000.00000 7000.00| 10000.00000 10000.00 Engineering Controls | | | 0420 740B000 198.000 SQFT| 7.25000 1435.50| 8.48000 1679.04| 15.00000 2970.00 Construction Signs | | | 0430 740F002 8.000 EACH| 150.00000 1200.00| 164.30000 1314.40| 500.00000 4000.00 Barricades, Type III | | | 0440 740I005 8.000 EACH| 406.25000 3250.00| 568.00000 4544.00| 600.00000 4800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 565,257.80| $ 599,842.77| $ 614,149.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 565,257.80| $ 599,842.77| $ 614,149.19 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 049 -8 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030228049 COUNTIES : LAWRENCE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 15000.00000 15000.00| | Clearing & Grubbing (Approximately 3 | | | ACRES) | | | 0020 206A000 LUMP| 28000.00000 28000.00| | Removal Of Old Bridge, Station 19+48 | | | 0030 206D011 4241.000 LF | 1.00000 4241.00| | Removing Fence | | | 0040 210A000 327.000 CUYD| 10.00000 3270.00| | Unclassified Excavation | | | 0050 210D001 31443.000 CUYD| 10.00000 314430.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 155.000 CUYD| 30.00000 4650.00| | Structure Excavation | | | 0070 214B001 80.000 CUYD| 30.00000 2400.00| | Foundation Backfill, Commercial | | | 0080 230A000 33.000 RBST| 300.00000 9900.00| | Roadbed Processing | | | 0090 301A012 10300.000 SQYD| 8.00000 82400.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 502A000 100.000 LB | 1.00000 100.00| | Steel Reinforcement | | | 0110 505H000 170.000 LF | 25.00000 4250.00| | Pilot Holes | | | 0120 505M000 500.000 LF | 22.00000 11000.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0130 507A000 2.000 EACH| 1950.00000 3900.00| | Wire Rope Abutment Anchor Assembly | | | 0140 510A000 6.000 CUYD| 650.00000 3900.00| | Bridge Substructure Concrete, Class A | | | 0150 511A000 44.000 EACH| 62.00000 2728.00| | Elastomeric Bearings, Type 1 | | | 0160 512A014 2.000 EACH| 2990.00000 5980.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 049 -9 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030228049 COUNTIES : LAWRENCE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512B004 2.000 EACH| 2899.00000 5798.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0180 512C004 18.000 EACH| 2990.00000 53820.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 6.000 EACH| 3247.00000 19482.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512D002 4.000 EACH| 3280.00000 13120.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 2.000 EACH| 3284.00000 6568.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512E002 16.000 EACH| 341.00000 5456.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0230 512F002 8.000 EACH| 627.00000 5016.00| | Precast Concrete Wing Panels, Type W3 | | | 0240 512G000 4.000 EACH| 445.00000 1780.00| | Precast Concrete Abutment Wing Cap Pane | | | 0250 530A004 96.000 LF | 36.00000 3456.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0260 600A000 LUMP| 40000.00000 40000.00| | Mobilization | | | 0270 610C001 300.000 TON | 34.00000 10200.00| | Loose Riprap, Class 2 | | | 0280 610D000 250.000 SQYD| 4.00000 1000.00| | Filter Blanket | | | 0290 619A005 4.000 EACH| 1000.00000 4000.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0300 630C003 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 13 | | | 0310 630C050 4.000 EACH| 1350.00000 5400.00| | Guardrail End Anchor, Type 20 Series | | | 0320 635A002 1117.000 LF | 6.50000 7260.50| | Woven Wire Fence (Wood Post) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 049 -10 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030228049 COUNTIES : LAWRENCE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 635B001 1.000 EACH| 4000.00000 4000.00| | Gate, 14 Feet Wide | | | 0340 636A002 663.000 LF | 6.00000 3978.00| | Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0350 636A004 2461.000 LF | 4.80000 11812.80| | Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Posts) | | | 0360 650A000 1060.000 CUYD| 12.00000 12720.00| | Topsoil | | | 0370 652A053 5.000 ACRE| 2000.00000 10000.00| | Seeding (Mix 1E) | | | 0380 656A001 5.000 ACRE| 2000.00000 10000.00| | Mulching, Class A, Type 2 | | | 0390 665F000 50.000 EACH| 9.00000 450.00| | Hay Bales | | | 0400 665J000 560.000 LF | 10.00000 5600.00| | Silt Fence, Type A | | | 0410 680A000 LUMP| 7000.00000 7000.00| | Engineering Controls | | | 0420 740B000 198.000 SQFT| 14.00000 2772.00| | Construction Signs | | | 0430 740F002 8.000 EACH| 300.00000 2400.00| | Barricades, Type III | | | 0440 740I005 8.000 EACH| 200.00000 1600.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 755,238.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 755,238.30| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20030228050 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-4100(18) for constructing the Grade, Drainage and Pavement on the Connector Road from the Opelika Industrial Park to U.S.#29 east of Opelika. Length 1.090 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14001 NEWELL ROADBUILDERS, INC. $ 972,995.38 100.0000% 2 03041 HILTON COOPER CONTRACTING, INC. $ 1,065,208.73 109.4773% 3 03081 CARDWELL CORPORATION $ 1,070,613.44 110.0327% 4 07001 S. A. GRAHAM COMPANY, INC. $ 1,092,207.77 112.2521% 5 01036 ALEXANDER CONTRACTING CO., INC. $ 1,454,859.70 149.5238% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030228050 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 03041 |( 3 ) 03081 |NEWELL ROADBUILDERS, INC. |HILTON COOPER CONTRACTING, |CARDWELL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 45000.00000 45000.00| 37000.00000 37000.00| 70000.00000 70000.00 Clearing & Grubbing (Approximately 9.35 | | | Hectares) | | | 0080 206D000M 241.000 M | 8.20000 1976.20| 10.00000 2410.00| 12.00000 2892.00 Removing Pipe | | | 0090 210A000M 49696.000 M3 | 1.85000 91937.60| 2.50000 124240.00| 3.26000 162008.96 Unclassified Excavation | | | 0100 214A000M 301.000 M3 | 4.00000 1204.00| 25.75000 7750.75| 8.00000 2408.00 Structure Excavation | | | 0110 214B001M 62.000 M3 | 40.00000 2480.00| 28.50000 1767.00| 35.00000 2170.00 Foundation Backfill, Commercial | | | 0120 231B001M 2463.000 MTON| 20.00000 49260.00| 29.00000 71427.00| 20.00000 49260.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0130 301A008M 19157.000 M2 | 4.70000 90037.90| 4.47000 85631.79| 6.00000 114942.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0140 306E000M 1.000 EACH| 8500.00000 8500.00| 7500.00000 7500.00| 12000.00000 12000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal Of Existing Device) | | | 0150 401A000M 18814.000 M2 | 0.55000 10347.70| 0.58000 10912.12| 0.55000 10347.70 Bituminous Treatment A | | | 0160 401B108M 26177.000 M2 | 0.93000 24344.61| 0.95000 24868.15| 0.93000 24344.61 Bituminous Treatment G (With Polymer | | | Additive) | | | 0170 405A000M 3038.000 L | 0.35000 1063.30| 0.39000 1184.82| 0.35000 1063.30 Tack Coat | | | 0180 408A051M 576.000 M2 | 12.00000 6912.00| 48.00000 27648.00| 12.00000 6912.00 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0190 410B000M 1.000 EACH| 4000.00000 4000.00| 4100.00000 4100.00| 4000.00000 4000.00 State Furnished Profilograph | | | 0200 424A361M 1268.000 MTON| 41.72000 52900.96| 43.00000 54524.00| 41.72000 52900.96 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030228050 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 03041 |( 3 ) 03081 |NEWELL ROADBUILDERS, INC. |HILTON COOPER CONTRACTING, |CARDWELL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 424B651M 2375.000 MTON| 39.04000 92720.00| 42.00000 99750.00| 39.04000 92720.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424B659M 468.000 MTON| 42.00000 19656.00| 43.50000 20358.00| 42.00000 19656.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B681M 2549.000 MTON| 39.04000 99512.96| 42.00000 107058.00| 39.04000 99512.96 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 430B002M 1400.000 MTON| 16.65000 23310.00| 25.00000 35000.00| 15.00000 21000.00 Aggregate Surfacing (ALDOT #467) | | | 0250 530B002M 68.000 M | 100.00000 6800.00| 135.00000 9180.00| 115.00000 7820.00 725 mm Span X 460 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0260 530B003M 20.000 M | 150.00000 3000.00| 200.00000 4000.00| 158.00000 3160.00 920 mm Span X 570 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0270 535A002M 372.000 M | 67.00000 24924.00| 66.25000 24645.00| 62.00000 23064.00 600 mm Side Drain Pipe | | | 0280 600A000M LUMP| 35000.00000 35000.00| 18000.00000 18000.00| 60000.00000 60000.00 Mobilization | | | 0290 602A000M 27.000 EACH| 75.00000 2025.00| 100.00000 2700.00| 75.00000 2025.00 Right Of Way Markers | | | 0310 614A000M 172.000 M3 | 242.00000 41624.00| 285.00000 49020.00| 260.00000 44720.00 Slope Paving | | | 0320 619A102M 48.000 EACH| 350.00000 16800.00| 630.00000 30240.00| 450.00000 21600.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619B017M 4.000 EACH| 400.00000 1600.00| 690.00000 2760.00| 450.00000 1800.00 725 mm Span, 460 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0340 619B018M 2.000 EACH| 600.00000 1200.00| 825.00000 1650.00| 450.00000 900.00 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 050 -4 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030228050 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 03041 |( 3 ) 03081 |NEWELL ROADBUILDERS, INC. |HILTON COOPER CONTRACTING, |CARDWELL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 621A005M 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00 Junction Boxes, Type 1 | | | 0360 650A000M 2675.000 M3 | 0.01000 26.75| 16.20000 43335.00| 0.01000 26.75 Topsoil | | | 0370 650B000M 3625.000 M3 | 5.25000 19031.25| 2.50000 9062.50| 4.00000 14500.00 Topsoil From Stockpiles | | | 0380 652A054M 7.000 HA | 500.00000 3500.00| 1310.00000 9170.00| 1235.00000 8645.00 Seeding (Mix 2A) | | | 0390 652A056M 1.000 HA | 1300.00000 1300.00| 1320.00000 1320.00| 1235.00000 1235.00 Seeding (Mix 2E) | | | 0400 652B053M 2.000 HA | 1200.00000 2400.00| 1010.00000 2020.00| 864.85000 1729.70 Temporary Seeding (Mix 2AT) | | | 0410 652D054M 2.000 HA | 1500.00000 3000.00| 985.00000 1970.00| 1235.00000 2470.00 Seeding In Stubble (Mix 2A) | | | 0420 654A001M 500.000 M2 | 5.00000 2500.00| 4.10000 2050.00| 5.00000 2500.00 Solid Sodding (Bermuda) | | | 0430 656A000M 8.000 HA | 1200.00000 9600.00| 1150.00000 9200.00| 1112.00000 8896.00 Mulching, Class A, Type 1 | | | 0440 656A001M 1.000 HA | 1400.00000 1400.00| 1425.00000 1425.00| 1360.00000 1360.00 Mulching, Class A, Type 2 | | | 0450 659A000M 1000.000 M2 | 2.00000 2000.00| 1.85000 1850.00| 1.80000 1800.00 Erosion Control Netting, Class A | | | 0460 665A000M 2.000 HA | 800.00000 1600.00| 830.00000 1660.00| 742.00000 1484.00 Temporary Seeding | | | 0470 665B000M 2.000 HA | 1200.00000 2400.00| 900.00000 1800.00| 1112.00000 2224.00 Temporary Mulching | | | 0480 665F000M 304.000 EACH| 5.00000 1520.00| 5.50000 1672.00| 4.00000 1216.00 Hay Bales | | | 0490 665I000M 108.000 MTON| 35.00000 3780.00| 21.50000 2322.00| 24.00000 2592.00 Temporary Riprap, Class 2 | | | 0500 665J000M 897.000 M | 9.85000 8835.45| 10.00000 8970.00| 10.00000 8970.00 Silt Fence, Type A | | | 0510 665K000M 40.000 M3 | 13.00000 520.00| 2.75000 110.00| 10.00000 400.00 Drainage Sump Excavation | | | 0520 680A000M LUMP| 15000.00000 15000.00| 22500.00000 22500.00| 15000.00000 15000.00 Engineering Controls | | | 0530 701A028M 4.000 KM | 930.00000 3720.00| 1365.00000 5460.00| 930.00000 3720.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 050 -5 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030228050 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 03041 |( 3 ) 03081 |NEWELL ROADBUILDERS, INC. |HILTON COOPER CONTRACTING, |CARDWELL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 701A035M 1.000 KM | 1180.00000 1180.00| 1365.00000 1365.00| 1180.00000 1180.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) | | | 0550 701A037M 4.000 KM | 1180.00000 4720.00| 1700.00000 6800.00| 1180.00000 4720.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0560 701B006M 213.000 M | 2.70000 575.10| 4.30000 915.90| 2.70000 575.10 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0570 701C001M 9.000 KM | 270.00000 2430.00| 410.00000 3690.00| 270.00000 2430.00 Solid Temporary Traffic Stripe | | | 0580 701D008M 3.000 KM | 1700.00000 5100.00| 1365.00000 4095.00| 1700.00000 5100.00 Solid Traffic Stripe Removed (Plastic) | | | 0590 703A002M 420.000 M2 | 28.00000 11760.00| 30.00000 12600.00| 28.00000 11760.00 Traffic Control Markings, Class 2, Type | | | A | | | 0600 703B002M 15.000 M2 | 36.00000 540.00| 40.60000 609.00| 36.00000 540.00 Traffic Control Legends, Class 2, Type | | | 0610 703D001M 33.000 M2 | 20.00000 660.00| 15.50000 511.50| 20.00000 660.00 Temporary Traffic Control Markings | | | 0620 705A011M 40.000 EACH| 4.50000 180.00| 5.50000 220.00| 4.50000 180.00 Pavement Markers, Class C, Type 1-A | | | 0630 705A023M 20.000 EACH| 4.80000 96.00| 6.60000 132.00| 4.80000 96.00 Pavement Markers, Class C, Type 2-D | | | 0640 705A030M 32.000 EACH| 5.30000 169.60| 6.60000 211.20| 5.30000 169.60 Pavement Markers, Class A-H, Type 2-C | | | 0650 705A031M 32.000 EACH| 5.10000 163.20| 6.60000 211.20| 5.10000 163.20 Pavement Markers, Class A-H, Type 1-A | | | 0660 705A032M 263.000 EACH| 5.10000 1341.30| 6.60000 1735.80| 5.10000 1341.30 Pavement Markers, Class A-H, Type 1-B | | | 0670 705A037M 107.000 EACH| 5.30000 567.10| 6.60000 706.20| 5.30000 567.10 Pavement Markers, Class A-H, Type 2-D | | | 0680 705A038M 123.000 EACH| 5.40000 664.20| 6.60000 811.80| 5.40000 664.20 Pavement Markers, Class A-H, Type 2-E | | | 0690 710A115M 10.000 M2 | 151.00000 1510.00| 255.00000 2550.00| 160.00000 1600.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 050 -6 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030228050 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 03041 |( 3 ) 03081 |NEWELL ROADBUILDERS, INC. |HILTON COOPER CONTRACTING, |CARDWELL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 710A126M 3.000 SQ M| 215.00000 645.00| 450.00000 1350.00| 228.00000 684.00 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 0710 710B001M 58.000 M | 17.00000 986.00| 27.00000 1566.00| 19.00000 1102.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0720 713A000M 8.000 M | 390.65000 3125.20| 425.00000 3400.00| 400.00000 3200.00 Permanent Barricades | | | 0730 740B000M 42.000 M2 | 80.00000 3360.00| 86.00000 3612.00| 80.00000 3360.00 Construction Signs | | | 0740 740D000M 200.000 EACH| 25.00000 5000.00| 61.00000 12200.00| 60.00000 12000.00 Channelizing Drums | | | 0750 740E000M 150.000 EACH| 0.01000 1.50| 11.00000 1650.00| 15.00000 2250.00 Cones (900 mm High) | | | 0760 740F002M 23.000 EACH| 50.00000 1150.00| 165.00000 3795.00| 225.00000 5175.00 Barricades, Type III | | | 0770 740I005M 12.000 EACH| 50.00000 600.00| 250.00000 3000.00| 300.00000 3600.00 Warning Lights, Type B (Detachable Head | | | 0780 740M001M 150.000 EACH| 0.01000 1.50| 11.00000 1650.00| 6.00000 900.00 Ballast For Cone | | | 0785 998A001M LUMP| 81600.00000 81600.00| 0.00000 0.00| 10000.00000 10000.00 Construction Fuel (Optional Bid,Either | | | $0 Or $ $81,600.00) | | | 0790 999 000M 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 972,995.38| $ 1,065,208.73| $ 1,070,613.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 972,995.38| $ 1,065,208.73| $ 1,070,613.44 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 050 -7 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030228050 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( 5 ) 01036 |( ) |S. A. GRAHAM COMPANY, INC. |ALEXANDER CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 61000.00000 61000.00| 145805.00000 145805.00| Clearing & Grubbing (Approximately 9.35 | | | Hectares) | | | 0080 206D000M 241.000 M | 10.65000 2566.65| 68.45000 16496.45| Removing Pipe | | | 0090 210A000M 49696.000 M3 | 1.98000 98398.08| 5.05000 250964.80| Unclassified Excavation | | | 0100 214A000M 301.000 M3 | 5.23000 1574.23| 8.30000 2498.30| Structure Excavation | | | 0110 214B001M 62.000 M3 | 19.60000 1215.20| 49.70000 3081.40| Foundation Backfill, Commercial | | | 0120 231B001M 2463.000 MTON| 16.53000 40713.39| 20.95000 51599.85| Roadbed Stabilizing Material, ALDOT #46 | | | 0130 301A008M 19157.000 M2 | 5.84000 111876.88| 6.00000 114942.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0140 306E000M 1.000 EACH| 7300.00000 7300.00| 7700.00000 7700.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal Of Existing Device) | | | 0150 401A000M 18814.000 M2 | 0.57000 10723.98| 0.60000 11288.40| Bituminous Treatment A | | | 0160 401B108M 26177.000 M2 | 0.96000 25129.92| 1.00000 26177.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0170 405A000M 3038.000 L | 0.36000 1093.68| 0.40000 1215.20| Tack Coat | | | 0180 408A051M 576.000 M2 | 12.43000 7159.68| 12.80000 7372.80| Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0190 410B000M 1.000 EACH| 4144.23000 4144.23| 4260.00000 4260.00| State Furnished Profilograph | | | 0200 424A361M 1268.000 MTON| 111.69000 141622.92| 44.45000 56362.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 050 -8 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030228050 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( 5 ) 01036 |( ) |S. A. GRAHAM COMPANY, INC. |ALEXANDER CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 424B651M 2375.000 MTON| 40.45000 96068.75| 41.60000 98800.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424B659M 468.000 MTON| 43.51000 20362.68| 44.75000 20943.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B681M 2549.000 MTON| 40.45000 103107.05| 41.60000 106038.40| Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 430B002M 1400.000 MTON| 19.84000 27776.00| 21.55000 30170.00| Aggregate Surfacing (ALDOT #467) | | | 0250 530B002M 68.000 M | 124.62000 8474.16| 105.00000 7140.00| 725 mm Span X 460 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0260 530B003M 20.000 M | 169.00000 3380.00| 138.00000 2760.00| 920 mm Span X 570 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0270 535A002M 372.000 M | 45.11000 16780.92| 92.00000 34224.00| 600 mm Side Drain Pipe | | | 0280 600A000M LUMP| 56000.00000 56000.00| 41000.00000 41000.00| Mobilization | | | 0290 602A000M 27.000 EACH| 90.00000 2430.00| 89.40000 2413.80| Right Of Way Markers | | | 0310 614A000M 172.000 M3 | 210.00000 36120.00| 368.40000 63364.80| Slope Paving | | | 0320 619A102M 48.000 EACH| 625.00000 30000.00| 533.00000 25584.00| 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619B017M 4.000 EACH| 725.00000 2900.00| 649.00000 2596.00| 725 mm Span, 460 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0340 619B018M 2.000 EACH| 830.00000 1660.00| 717.00000 1434.00| 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 050 -9 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030228050 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( 5 ) 01036 |( ) |S. A. GRAHAM COMPANY, INC. |ALEXANDER CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 621A005M 2.000 EACH| 1950.00000 3900.00| 3200.00000 6400.00| Junction Boxes, Type 1 | | | 0360 650A000M 2675.000 M3 | 1.31000 3504.25| 20.95000 56041.25| Topsoil | | | 0370 650B000M 3625.000 M3 | 5.56000 20155.00| 8.25000 29906.25| Topsoil From Stockpiles | | | 0380 652A054M 7.000 HA | 1238.14000 8666.98| 1273.00000 8911.00| Seeding (Mix 2A) | | | 0390 652A056M 1.000 HA | 1244.93000 1244.93| 1280.00000 1280.00| Seeding (Mix 2E) | | | 0400 652B053M 2.000 HA | 955.89000 1911.78| 982.00000 1964.00| Temporary Seeding (Mix 2AT) | | | 0410 652D054M 2.000 HA | 928.72000 1857.44| 955.00000 1910.00| Seeding In Stubble (Mix 2A) | | | 0420 654A001M 500.000 M2 | 3.89000 1945.00| 3.95000 1975.00| Solid Sodding (Bermuda) | | | 0430 656A000M 8.000 HA | 1075.00000 8600.00| 1107.00000 8856.00| Mulching, Class A, Type 1 | | | 0440 656A001M 1.000 HA | 1358.50000 1358.50| 1389.00000 1389.00| Mulching, Class A, Type 2 | | | 0450 659A000M 1000.000 M2 | 1.75000 1750.00| 1.80000 1800.00| Erosion Control Netting, Class A | | | 0460 665A000M 2.000 HA | 782.99000 1565.98| 803.00000 1606.00| Temporary Seeding | | | 0470 665B000M 2.000 HA | 847.21000 1694.42| 869.00000 1738.00| Temporary Mulching | | | 0480 665F000M 304.000 EACH| 3.45000 1048.80| 9.95000 3024.80| Hay Bales | | | 0490 665I000M 108.000 MTON| 44.07000 4759.56| 43.55000 4703.40| Temporary Riprap, Class 2 | | | 0500 665J000M 897.000 M | 9.84000 8826.48| 10.70000 9597.90| Silt Fence, Type A | | | 0510 665K000M 40.000 M3 | 6.50000 260.00| 34.15000 1366.00| Drainage Sump Excavation | | | 0520 680A000M LUMP| 29999.88000 29999.88| 26625.00000 26625.00| Engineering Controls | | | 0530 701A028M 4.000 KM | 1290.00000 5160.00| 940.00000 3760.00| Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 050 -10 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030228050 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( 5 ) 01036 |( ) |S. A. GRAHAM COMPANY, INC. |ALEXANDER CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 701A035M 1.000 KM | 1290.00000 1290.00| 1200.00000 1200.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) | | | 0550 701A037M 4.000 KM | 1615.00000 6460.00| 1200.00000 4800.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0560 701B006M 213.000 M | 4.08000 869.04| 2.75000 585.75| Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0570 701C001M 9.000 KM | 387.00000 3483.00| 275.00000 2475.00| Solid Temporary Traffic Stripe | | | 0580 701D008M 3.000 KM | 1290.00000 3870.00| 1750.00000 5250.00| Solid Traffic Stripe Removed (Plastic) | | | 0590 703A002M 420.000 M2 | 27.97000 11747.40| 28.50000 11970.00| Traffic Control Markings, Class 2, Type | | | A | | | 0600 703B002M 15.000 M2 | 38.35000 575.25| 37.00000 555.00| Traffic Control Legends, Class 2, Type | | | 0610 703D001M 33.000 M2 | 14.55000 480.15| 20.50000 676.50| Temporary Traffic Control Markings | | | 0620 705A011M 40.000 EACH| 5.20000 208.00| 4.65000 186.00| Pavement Markers, Class C, Type 1-A | | | 0630 705A023M 20.000 EACH| 6.20000 124.00| 4.90000 98.00| Pavement Markers, Class C, Type 2-D | | | 0640 705A030M 32.000 EACH| 6.20000 198.40| 5.45000 174.40| Pavement Markers, Class A-H, Type 2-C | | | 0650 705A031M 32.000 EACH| 6.20000 198.40| 5.25000 168.00| Pavement Markers, Class A-H, Type 1-A | | | 0660 705A032M 263.000 EACH| 6.20000 1630.60| 5.25000 1380.75| Pavement Markers, Class A-H, Type 1-B | | | 0670 705A037M 107.000 EACH| 6.20000 663.40| 5.45000 583.15| Pavement Markers, Class A-H, Type 2-D | | | 0680 705A038M 123.000 EACH| 6.20000 762.60| 5.65000 694.95| Pavement Markers, Class A-H, Type 2-E | | | 0690 710A115M 10.000 M2 | 165.36000 1653.60| 164.00000 1640.00| Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 050 -11 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030228050 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( 5 ) 01036 |( ) |S. A. GRAHAM COMPANY, INC. |ALEXANDER CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 710A126M 3.000 SQ M| 231.56000 694.68| 218.00000 654.00| Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 0710 710B001M 58.000 M | 18.75000 1087.50| 12.60000 730.80| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0720 713A000M 8.000 M | 404.74000 3237.92| 423.00000 3384.00| Permanent Barricades | | | 0730 740B000M 42.000 M2 | 91.68000 3850.56| 80.00000 3360.00| Construction Signs | | | 0740 740D000M 200.000 EACH| 69.18000 13836.00| 69.69000 13938.00| Channelizing Drums | | | 0750 740E000M 150.000 EACH| 0.50000 75.00| 10.00000 1500.00| Cones (900 mm High) | | | 0760 740F002M 23.000 EACH| 223.81000 5147.63| 170.00000 3910.00| Barricades, Type III | | | 0770 740I005M 12.000 EACH| 133.52000 1602.24| 225.00000 2700.00| Warning Lights, Type B (Detachable Head | | | 0780 740M001M 150.000 EACH| 0.50000 75.00| 6.40000 960.00| Ballast For Cone | | | 0785 998A001M LUMP| 0.00000 0.00| 81600.00000 81600.00| Construction Fuel (Optional Bid,Either | | | $0 Or $ $81,600.00) | | | 0790 999 000M 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,092,207.77| $ 1,454,859.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,092,207.77| $ 1,454,859.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20030228051 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-4100(206) for constructing the Bridge Replacement and Approaches on C.R.#182 at Halawakee Creek east of Opelika. Length 0.189 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 780,804.37 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 883,572.63 113.1618% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030228051 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19007 |( ) |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| Clearing & Grubbing (Approximately 0.28 | | | Acres) | | | 0020 206A000 LUMP| 45000.00000 45000.00| 103500.00000 103500.00| Removal Of Old Bridge, Station 283+99 | | | 0030 210A000 1273.000 CUYD| 10.00000 12730.00| 8.86000 11278.78| Unclassified Excavation | | | 0040 210D001 5203.000 CUYD| 11.00000 57233.00| 13.30000 69199.90| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 230A000 9.000 RBST| 600.00000 5400.00| 680.00000 6120.00| Roadbed Processing | | | 0060 301A012 2173.000 SQYD| 7.98000 17340.54| 7.98000 17340.54| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 2173.000 SQYD| 1.84000 3998.32| 1.84000 3998.32| Bituminous Treatment A | | | 0080 405A000 62.000 GAL | 10.64000 659.68| 10.64000 659.68| Tack Coat | | | 0090 429A221 149.000 TON | 79.79000 11888.71| 79.79000 11888.71| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 429B221 312.000 TON | 58.51000 18255.12| 53.20000 16598.40| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0110 502A000 56800.000 LB | 0.60000 34080.00| 0.61000 34648.00| Steel Reinforcement | | | 0120 502B000 LUMP| 36000.00000 36000.00| 28000.00000 28000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 283+26, | | | Approximately 43,000 lbs | | | 0130 506A005 158.000 LF | 260.00000 41080.00| 70.00000 11060.00| Drilled Shaft Excavation, 3'-6" Diamete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030228051 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19007 |( ) |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506A008 70.000 LF | 300.00000 21000.00| 70.00000 4900.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0150 506B002 48.000 LF | 600.00000 28800.00| 700.00000 33600.00| Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0160 506B003 32.000 LF | 600.00000 19200.00| 700.00000 22400.00| Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0170 506C041 206.000 LF | 50.00000 10300.00| 40.00000 8240.00| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0180 506C042 102.000 LF | 50.00000 5100.00| 50.00000 5100.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0190 506G001 6.000 EACH| 500.00000 3000.00| 500.00000 3000.00| Crosshole Sonic Logging, 3'-6" Diameter | | | 0200 506G002 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| Crosshole Sonic Logging, 4'-0" Diameter | | | 0210 508A000 4100.000 LB | 3.00000 12300.00| 4.25000 17425.00| Structural Steel | | | 0220 510A000 91.000 CUYD| 400.00000 36400.00| 835.00000 75985.00| Bridge Substructure Concrete, Class A | | | 0230 510C051 LUMP| 100000.00000 100000.00| 111000.00000 111000.00| Bridge Concrete Superstructure, Station | | | 283+26, Approximately 182 Cu Yds | | | 0240 510E000 500.000 SQYD| 4.00000 2000.00| 4.50000 2250.00| Grooving Concrete Bridge Decks | | | 0250 511A001 24.000 EACH| 170.00000 4080.00| 162.00000 3888.00| Elastomeric Bearings, Type 2 | | | 0260 513B004 388.000 LF | 60.00000 23280.00| 82.00000 31816.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0270 513B015 338.000 LF | 90.00000 30420.00| 132.00000 44616.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0280 600A000 LUMP| 60000.00000 60000.00| 80500.00000 80500.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030228051 COUNTIES : LEE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19007 |( ) |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 610C001 1394.000 TON | 28.00000 39032.00| 25.50000 35547.00| Loose Riprap, Class 2 | | | 0300 610D000 866.000 SQYD| 2.50000 2165.00| 2.80000 2424.80| Filter Blanket | | | 0310 630A001 150.000 LF | 11.00000 1650.00| 10.50000 1575.00| Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 4.000 EACH| 950.00000 3800.00| 1100.00000 4400.00| Guardrail End Anchor, Type 13 | | | 0330 630C050 4.000 EACH| 1600.00000 6400.00| 1450.00000 5800.00| Guardrail End Anchor, Type 20 Series | | | 0340 650A000 76.000 CUYD| 8.00000 608.00| 15.00000 1140.00| Topsoil | | | 0350 652A056 1.000 ACRE| 800.00000 800.00| 500.00000 500.00| Seeding (Mix 2E) | | | 0360 656A000 1.000 ACRE| 800.00000 800.00| 500.00000 500.00| Mulching, Class A, Type 1 | | | 0370 656A001 1.000 ACRE| 800.00000 800.00| 500.00000 500.00| Mulching, Class A, Type 2 | | | 0380 665F000 100.000 EACH| 5.00000 500.00| 7.50000 750.00| Hay Bales | | | 0390 665J000 2079.000 LF | 6.00000 12474.00| 4.00000 8316.00| Silt Fence, Type A | | | 0400 680A000 LUMP| 30000.00000 30000.00| 26000.00000 26000.00| Engineering Controls | | | 0410 701A004 1.000 MILE| 500.00000 500.00| 500.00000 500.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0420 701A012 1.000 MILE| 500.00000 500.00| 500.00000 500.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0430 701C001 1.000 MILE| 500.00000 500.00| 500.00000 500.00| Solid Temporary Traffic Stripe | | | 0440 740B000 233.000 SQFT| 10.00000 2330.00| 7.50000 1747.50| Construction Signs | | | 0450 740F002 8.000 EACH| 600.00000 4800.00| 180.00000 1440.00| Barricades, Type III | | | 0460 740I005 2.000 EACH| 800.00000 1600.00| 210.00000 420.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 780,804.37| $ 883,572.63| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 780,804.37| $ 883,572.63| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20030228052 COUNTIES : LOWNDES LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4309(200) for constructing the Bridge Replacement (Precast) on C.R.#16 at Dry Cedar Creek northeast of Farmersville. Length 0.022 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23072 WOODLANDS SPECIALISTS, INC. $ 242,184.00 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 248,512.00 102.6129% 3 13021 MURPHREE BRIDGE CORPORATION $ 257,883.50 106.4825% 4 12037 LANEY & SONS CONSTRUCTION, INC. $ 259,618.75 107.1990% 5 13099 MCINNIS, LLC $ 261,589.50 108.0127% 6 23071 WARRIOR CONSTRUCTORS, INC. $ 390,943.00 161.4240% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030228052 COUNTIES : LOWNDES LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23072 |( 2 ) 06001 |( 3 ) 13021 |WOODLANDS SPECIALISTS, INC. |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 6202.00000 6202.00| 59000.00000 59000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 112+54 | | | 0020 502A000 112.000 LB | 10.00000 1120.00| 1.00000 112.00| 2.50000 280.00 Steel Reinforcement | | | 0030 505M002 1335.000 LF | 31.00000 41385.00| 12.00000 16020.00| 15.00000 20025.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0040 507A000 2.000 EACH| 2675.00000 5350.00| 2500.00000 5000.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 17.000 CUYD| 164.00000 2788.00| 400.00000 6800.00| 400.00000 6800.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 44.000 EACH| 58.00000 2552.00| 50.00000 2200.00| 50.00000 2200.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3766.00000 7532.00| 2500.00000 5000.00| 3000.00000 6000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 2.000 EACH| 3665.00000 7330.00| 2600.00000 5200.00| 3100.00000 6200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C017 18.000 EACH| 3394.00000 61092.00| 2100.00000 37800.00| 4065.00000 73170.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0100 512C025 6.000 EACH| 3798.00000 22788.00| 2200.00000 13200.00| 4335.00000 26010.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0110 512D025 2.000 EACH| 4826.00000 9652.00| 2600.00000 5200.00| 4130.00000 8260.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0120 512D030 4.000 EACH| 4040.00000 16160.00| 2600.00000 10400.00| 4100.00000 16400.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0130 512E000 16.000 EACH| 514.00000 8224.00| 400.00000 6400.00| 570.00000 9120.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0140 512F000 8.000 EACH| 583.00000 4664.00| 450.00000 3600.00| 1000.00000 8000.00 Precast Concrete Wing Panels, Type W1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030228052 COUNTIES : LOWNDES LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23072 |( 2 ) 06001 |( 3 ) 13021 |WOODLANDS SPECIALISTS, INC. |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512G000 4.000 EACH| 764.00000 3056.00| 500.00000 2000.00| 750.00000 3000.00 Precast Concrete Abutment Wing Cap Pane | | | 0160 600A000 LUMP| 6051.00000 6051.00| 25000.00000 25000.00| 17550.00000 17550.00 Mobilization | | | 0170 610A004 625.000 SQYD| 22.00000 13750.00| 23.00000 14375.00| 25.00000 15625.00 Loose Riprap, Class 2, 24" Thick | | | 0180 610D003 625.000 SQYD| 1.00000 625.00| 1.00000 625.00| 2.50000 1562.50 Filter Blanket, Geotextile | | | 0190 630C003 4.000 EACH| 1328.00000 5312.00| 2500.00000 10000.00| 975.00000 3900.00 Guardrail End Anchor, Type 13 | | | 0200 630C070 4.000 EACH| 1811.00000 7244.00| 2500.00000 10000.00| 1175.00000 4700.00 Guardrail End Anchor, Type 10 Series | | | 0210 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 6.25000 625.00 Hay Bales | | | 0220 665J000 200.000 LF | 3.00000 600.00| 3.50000 700.00| 3.15000 630.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 3631.00000 3631.00| 5000.00000 5000.00| 5500.00000 5500.00 Engineering Controls | | | 0240 740B000 238.000 SQFT| 11.00000 2618.00| 10.00000 2380.00| 7.00000 1666.00 Construction Signs | | | 0250 740F002 8.000 EACH| 217.00000 1736.00| 200.00000 1600.00| 170.00000 1360.00 Barricades, Type III | | | 0260 740I005 2.000 EACH| 111.00000 222.00| 200.00000 400.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 242,184.00| $ 248,512.00| $ 257,883.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 242,184.00| $ 248,512.00| $ 257,883.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 052 -4 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030228052 COUNTIES : LOWNDES LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12037 |( 5 ) 13099 |( 6 ) 23071 |LANEY & SONS CONSTRUCTION, |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 10000.00000 10000.00| 23000.00000 23000.00| 95000.00000 95000.00 Removal Of Old Bridge, Station 112+54 | | | 0020 502A000 112.000 LB | 3.00000 336.00| 1.00000 112.00| 4.00000 448.00 Steel Reinforcement | | | 0030 505M002 1335.000 LF | 25.00000 33375.00| 26.00000 34710.00| 25.00000 33375.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0040 507A000 2.000 EACH| 2150.00000 4300.00| 2280.00000 4560.00| 3500.00000 7000.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 17.000 CUYD| 400.00000 6800.00| 500.00000 8500.00| 450.00000 7650.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 44.000 EACH| 100.00000 4400.00| 73.00000 3212.00| 125.00000 5500.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3450.00000 6900.00| 3263.00000 6526.00| 4000.00000 8000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 2.000 EACH| 3750.00000 7500.00| 3155.00000 6310.00| 4000.00000 8000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C017 18.000 EACH| 3250.00000 58500.00| 3550.00000 63900.00| 3700.00000 66600.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0100 512C025 6.000 EACH| 4160.00000 24960.00| 4633.00000 27798.00| 4000.00000 24000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0110 512D025 2.000 EACH| 4050.00000 8100.00| 4235.00000 8470.00| 3500.00000 7000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0120 512D030 4.000 EACH| 4175.00000 16700.00| 4230.00000 16920.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0130 512E000 16.000 EACH| 950.00000 15200.00| 270.00000 4320.00| 500.00000 8000.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0140 512F000 8.000 EACH| 1175.00000 9400.00| 441.00000 3528.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 052 -5 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030228052 COUNTIES : LOWNDES LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12037 |( 5 ) 13099 |( 6 ) 23071 |LANEY & SONS CONSTRUCTION, |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512G000 4.000 EACH| 1225.00000 4900.00| 515.00000 2060.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0160 600A000 LUMP| 7500.00000 7500.00| 7000.00000 7000.00| 43000.00000 43000.00 Mobilization | | | 0170 610A004 625.000 SQYD| 35.00000 21875.00| 35.00000 21875.00| 30.00000 18750.00 Loose Riprap, Class 2, 24" Thick | | | 0180 610D003 625.000 SQYD| 3.95000 2468.75| 2.50000 1562.50| 2.00000 1250.00 Filter Blanket, Geotextile | | | 0190 630C003 4.000 EACH| 975.00000 3900.00| 975.00000 3900.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0200 630C070 4.000 EACH| 1175.00000 4700.00| 1175.00000 4700.00| 1200.00000 4800.00 Guardrail End Anchor, Type 10 Series | | | 0210 665F000 100.000 EACH| 5.00000 500.00| 7.00000 700.00| 9.00000 900.00 Hay Bales | | | 0220 665J000 200.000 LF | 6.50000 1300.00| 8.00000 1600.00| 10.00000 2000.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| 15000.00000 15000.00 Engineering Controls | | | 0240 740B000 238.000 SQFT| 8.00000 1904.00| 7.00000 1666.00| 15.00000 3570.00 Construction Signs | | | 0250 740F002 8.000 EACH| 250.00000 2000.00| 170.00000 1360.00| 700.00000 5600.00 Barricades, Type III | | | 0260 740I005 2.000 EACH| 300.00000 600.00| 150.00000 300.00| 750.00000 1500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 259,618.75| $ 261,589.50| $ 390,943.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 259,618.75| $ 261,589.50| $ 390,943.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20030228053 COUNTIES : MARENGO LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4611(200) for constructing the Bridge Replacements (3 Bridge Culverts and 1 Precast) on C.R.#19 at Barton Creek and three tributaries west of Providence. Length 0.053 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14001 NEWELL ROADBUILDERS, INC. $ 684,333.54 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 697,712.06 101.9550% 3 12019 LEVERETT CONSTRUCTION COMPANY $ 742,166.28 108.4510% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20030228053 COUNTIES : MARENGO LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 08017 |( 3 ) 12019 |NEWELL ROADBUILDERS, INC. |H & L CONSTRUCTION, INC. |LEVERETT CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 8500.00000 8500.00| 5000.00000 5000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 412+27.0 | | | 0020 206A001 LUMP| 13500.00000 13500.00| 20000.00000 20000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 422+63.0 | | | 0030 206A002 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 449+93.0 | | | 0040 206A003 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 506+86.0 | | | 0050 210A000 1331.000 CUYD| 4.00000 5324.00| 1.00000 1331.00| 1.00000 1331.00 Unclassified Excavation | | | 0060 214A000 2610.000 CUYD| 4.00000 10440.00| 10.00000 26100.00| 6.00000 15660.00 Structure Excavation | | | 0070 214B001 276.000 CUYD| 30.50000 8418.00| 40.00000 11040.00| 35.00000 9660.00 Foundation Backfill, Commercial | | | 0080 502A000 150312.000 LB | 0.42000 63131.04| 0.38000 57118.56| 0.50000 75156.00 Steel Reinforcement | | | 0090 505M000 960.000 LF | 22.00000 21120.00| 19.50000 18720.00| 19.50000 18720.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0100 505M008 400.000 LF | 28.00000 11200.00| 25.00000 10000.00| 25.00000 10000.00 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0110 507A000 2.000 EACH| 1980.00000 3960.00| 2150.00000 4300.00| 2150.00000 4300.00 Wire Rope Abutment Anchor Assembly | | | 0120 510A000 43.000 CUYD| 150.00000 6450.00| 1.00000 43.00| 1.00000 43.00 Bridge Substructure Concrete, Class A | | | 0130 511A000 44.000 EACH| 62.00000 2728.00| 125.00000 5500.00| 125.00000 5500.00 Elastomeric Bearings, Type 1 | | | 0140 512A014 2.000 EACH| 2917.00000 5834.00| 3450.00000 6900.00| 3450.00000 6900.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0150 512B004 2.000 EACH| 2824.00000 5648.00| 3750.00000 7500.00| 3750.00000 7500.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512C017 18.000 EACH| 4181.00000 75258.00| 3875.00000 69750.00| 3875.00000 69750.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20030228053 COUNTIES : MARENGO LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 08017 |( 3 ) 12019 |NEWELL ROADBUILDERS, INC. |H & L CONSTRUCTION, INC. |LEVERETT CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512C025 6.000 EACH| 4106.00000 24636.00| 4160.00000 24960.00| 4160.00000 24960.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512D025 2.000 EACH| 3761.00000 7522.00| 4050.00000 8100.00| 4050.00000 8100.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0190 512D030 4.000 EACH| 3757.00000 15028.00| 4175.00000 16700.00| 4175.00000 16700.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0200 512E000 16.000 EACH| 240.00000 3840.00| 1025.00000 16400.00| 1025.00000 16400.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0210 512F000 8.000 EACH| 391.00000 3128.00| 1165.00000 9320.00| 1165.00000 9320.00 Precast Concrete Wing Panels, Type W1 | | | 0220 512G000 4.000 EACH| 458.00000 1832.00| 1225.00000 4900.00| 1225.00000 4900.00 Precast Concrete Abutment Wing Cap Pane | | | 0230 524A011 794.000 CUYD| 325.00000 258050.00| 321.00000 254874.00| 358.12000 284347.28 Culvert Concrete (Cast In Place) | | | 0240 600A000 LUMP| 33000.00000 33000.00| 20000.00000 20000.00| 42000.00000 42000.00 Mobilization | | | 0250 610C001 1287.000 TON | 25.00000 32175.00| 30.00000 38610.00| 29.00000 37323.00 Loose Riprap, Class 2 | | | 0260 610D000 1045.000 SQYD| 2.50000 2612.50| 3.50000 3657.50| 3.00000 3135.00 Filter Blanket | | | 0270 630A001 800.000 LF | 14.50000 11600.00| 14.50000 11600.00| 14.50000 11600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C003 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| 900.00000 3600.00 Guardrail End Anchor, Type 13 | | | 0290 630C070 16.000 EACH| 1000.00000 16000.00| 1000.00000 16000.00| 1000.00000 16000.00 Guardrail End Anchor, Type 10 Series | | | 0300 665F000 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| 5.00000 1000.00 Hay Bales | | | 0310 665J000 1600.000 LF | 3.00000 4800.00| 5.00000 8000.00| 4.00000 6400.00 Silt Fence, Type A | | | 0320 680A000 LUMP| 4500.00000 4500.00| 2000.00000 2000.00| 2000.00000 2000.00 Engineering Controls | | | 0330 740B000 211.000 SQFT| 9.00000 1899.00| 8.00000 1688.00| 11.00000 2321.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20030228053 COUNTIES : MARENGO LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 08017 |( 3 ) 12019 |NEWELL ROADBUILDERS, INC. |H & L CONSTRUCTION, INC. |LEVERETT CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740F002 8.000 EACH| 200.00000 1600.00| 250.00000 2000.00| 180.00000 1440.00 Barricades, Type III | | | 0350 740I005 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 300.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 684,333.54| $ 697,712.06| $ 742,166.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 684,333.54| $ 697,712.06| $ 742,166.28 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20030228055 COUNTIES : MARSHALL LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4800(203) for constructing the Bridge Replacement on C.R.#847 (Mat Morrow Road) at Mill Pond Creek west of Arab. Length 0.014 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13058 J. W. MARKHAM & SON, INC. $ 293,224.68 100.0000% 2 13004 MILLER & MILLER, INC. $ 311,668.40 106.2900% 3 19037 SIMPSON BRIDGE COMPANY, INC. $ 341,436.52 116.4419% 4 23071 WARRIOR CONSTRUCTORS, INC. $ 464,313.00 158.3472% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030228055 COUNTIES : MARSHALL LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13058 |( 2 ) 13004 |( 3 ) 19037 |J. W. MARKHAM & SON, INC. |MILLER & MILLER, INC. |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 201A000 LUMP| 8000.00000 8000.00| 6500.00000 6500.00| 5500.00000 5500.00 Clearing & Grubbing (Approximately .1 | | | ACRES) | | | 0020 206A000 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 18000.00000 18000.00 Removal Of Old Bridge, Station 4+74 | | | 0030 210A000 206.000 CUYD| 18.00000 3708.00| 10.00000 2060.00| 15.00000 3090.00 Unclassified Excavation | | | 0040 502A001 10876.000 LB | 0.68000 7395.68| 0.90000 9788.40| 0.52000 5655.52 Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 12500.00000 12500.00| 15000.00000 15000.00| 9000.00000 9000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 4+62, APPROX.17257 | | | LBS. | | | 0060 506A005 42.000 LF | 100.00000 4200.00| 100.00000 4200.00| 258.00000 10836.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0070 506B001 60.000 LF | 585.00000 35100.00| 650.00000 39000.00| 1050.00000 63000.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0080 506C040 60.000 LF | 117.00000 7020.00| 95.00000 5700.00| 125.00000 7500.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0090 506C041 42.000 LF | 160.00000 6720.00| 130.00000 5460.00| 150.00000 6300.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0100 506G000 6.000 EACH| 560.00000 3360.00| 535.00000 3210.00| 750.00000 4500.00 Crosshole Sonic Logging, 3'-0" Diameter | | | 0110 508A000 2025.000 LB | 3.40000 6885.00| 2.70000 5467.50| 3.00000 6075.00 Structural Steel | | | 0120 510A000 46.000 CUYD| 595.00000 27370.00| 500.00000 23000.00| 506.00000 23276.00 Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 44200.00000 44200.00| 60000.00000 60000.00| 61000.00000 61000.00 Bridge Concrete Superstructure, STA. | | | 4+62, APPROX. 75 CU. YDS. | | | 0140 510E000 195.000 SQYD| 11.00000 2145.00| 14.00000 2730.00| 6.00000 1170.00 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030228055 COUNTIES : MARSHALL LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13058 |( 2 ) 13004 |( 3 ) 19037 |J. W. MARKHAM & SON, INC. |MILLER & MILLER, INC. |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 511A001 8.000 EACH| 235.00000 1880.00| 200.00000 1600.00| 208.00000 1664.00 Elastomeric Bearings, Type 2 | | | 0160 513B005 290.000 LF | 115.00000 33350.00| 150.00000 43500.00| 105.50000 30595.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0170 600A000 LUMP| 50000.00000 50000.00| 37000.00000 37000.00| 55600.00000 55600.00 Mobilization | | | 0180 610C001 124.000 TON | 20.00000 2480.00| 24.00000 2976.00| 19.00000 2356.00 Loose Riprap, Class 2 | | | 0190 610D000 138.000 SQYD| 9.00000 1242.00| 5.25000 724.50| 4.00000 552.00 Filter Blanket | | | 0200 630A001 50.000 LF | 15.90000 795.00| 17.00000 850.00| 15.45000 772.50 Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C003 4.000 EACH| 1166.00000 4664.00| 1500.00000 6000.00| 1135.00000 4540.00 Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1166.00000 4664.00| 1400.00000 5600.00| 1135.00000 4540.00 Guardrail End Anchor, Type 10 Series | | | 0230 652A053 1.000 ACRE| 600.00000 600.00| 640.00000 640.00| 620.00000 620.00 Seeding (Mix 1E) | | | 0240 656A001 1.000 ACRE| 650.00000 650.00| 690.00000 690.00| 670.00000 670.00 Mulching, Class A, Type 2 | | | 0250 665J000 60.000 LF | 4.00000 240.00| 12.00000 720.00| 5.00000 300.00 Silt Fence, Type A | | | 0260 665K000 10.000 CUYD| 10.00000 100.00| 10.00000 100.00| 25.00000 250.00 Drainage Sump Excavation | | | 0270 680A000 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 10500.00000 10500.00 Engineering Controls | | | 0280 740B000 238.000 SQFT| 12.00000 2856.00| 14.00000 3332.00| 7.75000 1844.50 Construction Signs | | | 0290 740F002 8.000 EACH| 300.00000 2400.00| 450.00000 3600.00| 160.00000 1280.00 Barricades, Type III | | | 0300 740I005 2.000 EACH| 350.00000 700.00| 610.00000 1220.00| 225.00000 450.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 293,224.68| $ 311,668.40| $ 341,436.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 293,224.68| $ 311,668.40| $ 341,436.52 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 055 -4 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030228055 COUNTIES : MARSHALL LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23071 |( ) |( ) |WARRIOR CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 5000.00000 5000.00| | Clearing & Grubbing (Approximately .1 | | | ACRES) | | | 0020 206A000 LUMP| 100000.00000 100000.00| | Removal Of Old Bridge, Station 4+74 | | | 0030 210A000 206.000 CUYD| 10.00000 2060.00| | Unclassified Excavation | | | 0040 502A001 10876.000 LB | 1.00000 10876.00| | Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 15000.00000 15000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. 4+62, APPROX.17257 | | | LBS. | | | 0060 506A005 42.000 LF | 500.00000 21000.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | 0070 506B001 60.000 LF | 1000.00000 60000.00| | Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0080 506C040 60.000 LF | 250.00000 15000.00| | Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0090 506C041 42.000 LF | 250.00000 10500.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0100 506G000 6.000 EACH| 2000.00000 12000.00| | Crosshole Sonic Logging, 3'-0" Diameter | | | 0110 508A000 2025.000 LB | 5.00000 10125.00| | Structural Steel | | | 0120 510A000 46.000 CUYD| 400.00000 18400.00| | Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 41000.00000 41000.00| | Bridge Concrete Superstructure, STA. | | | 4+62, APPROX. 75 CU. YDS. | | | 0140 510E000 195.000 SQYD| 10.00000 1950.00| | Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 055 -5 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030228055 COUNTIES : MARSHALL LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23071 |( ) |( ) |WARRIOR CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 511A001 8.000 EACH| 200.00000 1600.00| | Elastomeric Bearings, Type 2 | | | 0160 513B005 290.000 LF | 150.00000 43500.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0170 600A000 LUMP| 55000.00000 55000.00| | Mobilization | | | 0180 610C001 124.000 TON | 30.00000 3720.00| | Loose Riprap, Class 2 | | | 0190 610D000 138.000 SQYD| 4.00000 552.00| | Filter Blanket | | | 0200 630A001 50.000 LF | 12.00000 600.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C003 4.000 EACH| 1000.00000 4000.00| | Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1400.00000 5600.00| | Guardrail End Anchor, Type 10 Series | | | 0230 652A053 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 1E) | | | 0240 656A001 1.000 ACRE| 1000.00000 1000.00| | Mulching, Class A, Type 2 | | | 0250 665J000 60.000 LF | 11.00000 660.00| | Silt Fence, Type A | | | 0260 665K000 10.000 CUYD| 30.00000 300.00| | Drainage Sump Excavation | | | 0270 680A000 LUMP| 15000.00000 15000.00| | Engineering Controls | | | 0280 740B000 238.000 SQFT| 15.00000 3570.00| | Construction Signs | | | 0290 740F002 8.000 EACH| 500.00000 4000.00| | Barricades, Type III | | | 0300 740I005 2.000 EACH| 650.00000 1300.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 464,313.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 464,313.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20030228057 COUNTIES : MORGAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-5200 (209) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#1045 (East Lacon Road) over branch of Flint Creek southeast of Falkville. Length - 0.075 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 91,334.82 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 119,068.65 130.3650% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 151,692.50 166.0840% 4 19074 S & M EQUIPMENT CO., INC. $ 157,102.44 172.0072% 5 13004 MILLER & MILLER, INC. $ 166,569.00 182.3718% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20030228057 COUNTIES : MORGAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 18036 |( 3 ) 07048 |CHRISTOPHER PLUMBING & ELEC |RILEY BRIDGE & ENGINEERING |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1.00000 1.00| 500.00000 500.00| 4000.00000 4000.00 Clearing & Grubbing (Approximately 1.0 | | | Acre) | | | 0020 206A000 LUMP| 1750.00000 1750.00| 3000.00000 3000.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 5+86.35 | | | 0030 210A000 100.000 CUYD| 4.12000 412.00| 6.00000 600.00| 20.00000 2000.00 Unclassified Excavation | | | 0040 210D001 276.000 CUYD| 6.10000 1683.60| 14.00000 3864.00| 10.00000 2760.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 358.000 CUYD| 5.14000 1840.12| 10.00000 3580.00| 20.00000 7160.00 Structure Excavation | | | 0060 214B001 140.000 CUYD| 8.06000 1128.40| 21.00000 2940.00| 20.00000 2800.00 Foundation Backfill, Commercial | | | 0070 230A000 1.000 RBST| 550.00000 550.00| 250.00000 250.00| 1000.00000 1000.00 Roadbed Processing | | | 0080 301A004 535.000 SQYD| 3.25000 1738.75| 4.00000 2140.00| 20.00000 10700.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301E008 60.000 TON | 8.00000 480.00| 19.00000 1140.00| 35.00000 2100.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0100 401A000 126.000 SQYD| 1.06000 133.56| 2.00000 252.00| 3.00000 378.00 Bituminous Treatment A | | | 0110 405A000 30.000 GAL | 1.63000 48.90| 2.00000 60.00| 4.00000 120.00 Tack Coat | | | 0120 429A201 78.000 TON | 40.00000 3120.00| 68.00000 5304.00| 65.00000 5070.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 18.000 TON | 45.00000 810.00| 68.00000 1224.00| 80.00000 1440.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 502A000 35197.000 LB | 0.45000 15838.65| 0.45000 15838.65| 0.50000 17598.50 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20030228057 COUNTIES : MORGAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 18036 |( 3 ) 07048 |CHRISTOPHER PLUMBING & ELEC |RILEY BRIDGE & ENGINEERING |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524A011 143.000 CUYD| 235.00000 33605.00| 310.00000 44330.00| 300.00000 42900.00 Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 4250.00000 4250.00| 8000.00000 8000.00| 15000.00000 15000.00 Mobilization | | | 0170 610C001 218.000 TON | 12.35000 2692.30| 20.00000 4360.00| 30.00000 6540.00 Loose Riprap, Class 2 | | | 0180 610D000 171.000 SQYD| 2.04000 348.84| 3.00000 513.00| 2.00000 342.00 Filter Blanket | | | 0190 630A001 188.000 LF | 16.25000 3055.00| 10.75000 2021.00| 10.50000 1974.00 Steel Beam Guardrail, Class A, Type 2 | | | 0200 630C050 3.000 EACH| 1250.00000 3750.00| 1275.00000 3825.00| 1250.00000 3750.00 Guardrail End Anchor, Type 20 Series | | | 0210 630C070 1.000 EACH| 1250.00000 1250.00| 1275.00000 1275.00| 1250.00000 1250.00 Guardrail End Anchor, Type 10 Series | | | 0220 650A000 101.000 CUYD| 6.45000 651.45| 7.00000 707.00| 10.00000 1010.00 Topsoil | | | 0230 652A053 1.000 ACRE| 1127.00000 1127.00| 1500.00000 1500.00| 300.00000 300.00 Seeding (Mix 1E) | | | 0240 656A001 1.000 ACRE| 1106.00000 1106.00| 1500.00000 1500.00| 300.00000 300.00 Mulching, Class A, Type 2 | | | 0250 665F000 50.000 EACH| 3.25000 162.50| 5.00000 250.00| 10.00000 500.00 Hay Bales | | | 0260 665J000 100.000 LF | 5.80000 580.00| 6.00000 600.00| 5.00000 500.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 1250.00000 1250.00| 1000.00000 1000.00| 5000.00000 5000.00 Engineering Controls | | | 0280 701A031 1.000 MILE| 1250.00000 1250.00| 300.00000 300.00| 2500.00000 2500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A035 1.000 MILE| 1250.00000 1250.00| 300.00000 300.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701C001 1.000 MILE| 425.00000 425.00| 425.00000 425.00| 2500.00000 2500.00 Solid Temporary Traffic Stripe | | | 0310 705A037 15.000 EACH| 5.25000 78.75| 10.00000 150.00| 12.00000 180.00 Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 332.000 SQFT| 10.00000 3320.00| 10.00000 3320.00| 10.00000 3320.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 057 -4 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20030228057 COUNTIES : MORGAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 18036 |( 3 ) 07048 |CHRISTOPHER PLUMBING & ELEC |RILEY BRIDGE & ENGINEERING |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740F002 4.000 EACH| 200.00000 800.00| 500.00000 2000.00| 200.00000 800.00 Barricades, Type III | | | 0340 740I005 4.000 EACH| 212.00000 848.00| 500.00000 2000.00| 100.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 91,334.82| $ 119,068.65| $ 151,692.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 91,334.82| $ 119,068.65| $ 151,692.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 057 -5 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20030228057 COUNTIES : MORGAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19074 |( 5 ) 13004 |( ) |S & M EQUIPMENT CO., INC. |MILLER & MILLER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| Clearing & Grubbing (Approximately 1.0 | | | Acre) | | | 0020 206A000 LUMP| 3500.00000 3500.00| 6500.00000 6500.00| Removal Of Old Bridge, Station 5+86.35 | | | 0030 210A000 100.000 CUYD| 15.00000 1500.00| 12.00000 1200.00| Unclassified Excavation | | | 0040 210D001 276.000 CUYD| 12.00000 3312.00| 17.50000 4830.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 358.000 CUYD| 10.00000 3580.00| 25.00000 8950.00| Structure Excavation | | | 0060 214B001 140.000 CUYD| 22.00000 3080.00| 20.00000 2800.00| Foundation Backfill, Commercial | | | 0070 230A000 1.000 RBST| 250.00000 250.00| 675.00000 675.00| Roadbed Processing | | | 0080 301A004 535.000 SQYD| 3.50000 1872.50| 6.00000 3210.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301E008 60.000 TON | 15.00000 900.00| 30.00000 1800.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0100 401A000 126.000 SQYD| 5.00000 630.00| 2.75000 346.50| Bituminous Treatment A | | | 0110 405A000 30.000 GAL | 3.00000 90.00| 2.00000 60.00| Tack Coat | | | 0120 429A201 78.000 TON | 75.00000 5850.00| 105.00000 8190.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 18.000 TON | 100.00000 1800.00| 96.00000 1728.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 502A000 35197.000 LB | 0.70000 24637.90| 0.60000 21118.20| Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 057 -6 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20030228057 COUNTIES : MORGAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19074 |( 5 ) 13004 |( ) |S & M EQUIPMENT CO., INC. |MILLER & MILLER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524A011 143.000 CUYD| 275.00000 39325.00| 375.00000 53625.00| Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 23500.00000 23500.00| 11800.00000 11800.00| Mobilization | | | 0170 610C001 218.000 TON | 15.50000 3379.00| 21.00000 4578.00| Loose Riprap, Class 2 | | | 0180 610D000 171.000 SQYD| 4.00000 684.00| 5.05000 863.55| Filter Blanket | | | 0190 630A001 188.000 LF | 12.08000 2271.04| 13.00000 2444.00| Steel Beam Guardrail, Class A, Type 2 | | | 0200 630C050 3.000 EACH| 1437.50000 4312.50| 1432.00000 4296.00| Guardrail End Anchor, Type 20 Series | | | 0210 630C070 1.000 EACH| 1437.50000 1437.50| 1432.00000 1432.00| Guardrail End Anchor, Type 10 Series | | | 0220 650A000 101.000 CUYD| 12.00000 1212.00| 18.00000 1818.00| Topsoil | | | 0230 652A053 1.000 ACRE| 1500.00000 1500.00| 670.00000 670.00| Seeding (Mix 1E) | | | 0240 656A001 1.000 ACRE| 1500.00000 1500.00| 725.00000 725.00| Mulching, Class A, Type 2 | | | 0250 665F000 50.000 EACH| 7.50000 375.00| 8.00000 400.00| Hay Bales | | | 0260 665J000 100.000 LF | 6.00000 600.00| 6.56000 656.00| Silt Fence, Type A | | | 0270 680A000 LUMP| 12500.00000 12500.00| 6500.00000 6500.00| Engineering Controls | | | 0280 701A031 1.000 MILE| 2300.00000 2300.00| 1500.00000 1500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A035 1.000 MILE| 2875.00000 2875.00| 1600.00000 1600.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701C001 1.000 MILE| 862.50000 862.50| 460.00000 460.00| Solid Temporary Traffic Stripe | | | 0310 705A037 15.000 EACH| 11.50000 172.50| 12.25000 183.75| Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 332.000 SQFT| 9.50000 3154.00| 8.50000 2822.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 057 -7 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20030228057 COUNTIES : MORGAN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19074 |( 5 ) 13004 |( ) |S & M EQUIPMENT CO., INC. |MILLER & MILLER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740F002 4.000 EACH| 275.00000 1100.00| 176.00000 704.00| Barricades, Type III | | | 0340 740I005 4.000 EACH| 135.00000 540.00| 146.00000 584.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 157,102.44| $ 166,569.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 157,102.44| $ 166,569.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20030228058 COUNTIES : PIKE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5500(204) for constructing the Bridge Replacements (3) (Bridge Culverts) on C.R.#299 at Boyds Mill Creek east of Ansley, on C.R.#232 at Mannings Creek west of China Grove and on C.R.#175 at No Name Creek southwest of Josie. Length 0.032 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20048 TRIPLE C CONSTRUCTION $ 260,282.20 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 303,779.35 116.7115% 3 12019 LEVERETT CONSTRUCTION COMPANY $ 374,009.35 143.6938% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20030228058 COUNTIES : PIKE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20048 |( 2 ) 08017 |( 3 ) 12019 |TRIPLE C CONSTRUCTION |H & L CONSTRUCTION, INC. |LEVERETT CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 500.00000 500.00| 3500.00000 3500.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 9+81.88, | | | Site 1 | | | 0020 206A001 LUMP| 500.00000 500.00| 3500.00000 3500.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 88+27.84 | | | Site 2 | | | 0030 206A002 LUMP| 500.00000 500.00| 3500.00000 3500.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 9+89.05, | | | Site 3 | | | 0040 214A000 2576.000 CUYD| 3.50000 9016.00| 10.00000 25760.00| 6.00000 15456.00 Structure Excavation | | | 0050 214B001 432.000 CUYD| 22.50000 9720.00| 35.00000 15120.00| 31.00000 13392.00 Foundation Backfill, Commercial | | | 0060 502A000 93303.000 LB | 0.40000 37321.20| 0.50000 46651.50| 0.45000 41986.35 Steel Reinforcement | | | 0070 524A011 569.000 CUYD| 295.00000 167855.00| 304.15000 173061.35| 450.00000 256050.00 Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 15000.00000 15000.00| 7500.00000 7500.00| 20000.00000 20000.00 Mobilization | | | 0090 610C001 244.000 TON | 23.00000 5612.00| 32.00000 7808.00| 27.00000 6588.00 Loose Riprap, Class 2 | | | 0100 610D002 236.000 SQYD| 3.00000 708.00| 3.50000 826.00| 3.00000 708.00 Filter Blanket, Geotextile (Non-Woven) | | | 0110 665F000 150.000 EACH| 4.00000 600.00| 5.00000 750.00| 6.00000 900.00 Hay Bales | | | 0120 665J000 780.000 LF | 3.00000 2340.00| 4.50000 3510.00| 4.00000 3120.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 500.00000 500.00| 1500.00000 1500.00| 2000.00000 2000.00 Engineering Controls | | | 0140 740B000 519.000 SQFT| 10.00000 5190.00| 7.50000 3892.50| 11.00000 5709.00 Construction Signs | | | 0150 740F002 24.000 EACH| 175.00000 4200.00| 225.00000 5400.00| 175.00000 4200.00 Barricades, Type III | | | 0160 740I005 6.000 EACH| 120.00000 720.00| 250.00000 1500.00| 150.00000 900.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 260,282.20| $ 303,779.35| $ 374,009.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 260,282.20| $ 303,779.35| $ 374,009.35 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 240 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-6004(202) for constructing the Bridge Replacements (2) and Approaches on S.R.#7 (U.S.#11) over the Sucarnoochee River and Relief in Livingston. Length - 0.719 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 4,022,113.25 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 4,149,172.47 103.1590% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 4,225,502.42 105.0568% 4 13099 MCINNIS, LLC $ 4,406,382.82 109.5539% 5 18024 RACON, INC. $ 4,504,741.27 111.9994% 6 19007 SCOTT BRIDGE COMPANY, INC. $ 4,939,279.02 122.8031% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 01007 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 103000.00000 103000.00| 300000.00000 300000.00| 336689.51000 336689.51 Clearing & Grubbing (Approximately 16 | | | ACRES) | | | 0020 206A000 LUMP| 55000.00000 55000.00| 110000.00000 110000.00| 100000.00000 100000.00 Removal Of Old Bridge, Station 872+37.2 | | | 0030 206A001 LUMP| 35000.00000 35000.00| 75000.00000 75000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 892+08.0 | | | 0040 206C000 176.000 SQYD| 5.00000 880.00| 13.87000 2441.12| 5.00000 880.00 Removing Concrete Sidewalk | | | 0050 206C001 2337.000 SQYD| 15.00000 35055.00| 7.05000 16475.85| 15.00000 35055.00 Removing Concrete Pavement | | | 0060 206C016 882.000 SQYD| 4.00000 3528.00| 5.54000 4886.28| 4.00000 3528.00 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0070 206D000 149.000 LF | 5.00000 745.00| 10.15000 1512.35| 5.00000 745.00 Removing Pipe | | | 0080 206D003 301.000 LF | 5.00000 1505.00| 8.05000 2423.05| 5.00000 1505.00 Removing Curb And Gutter | | | 0090 210A000 23073.000 CUYD| 2.75000 63450.75| 3.15000 72679.95| 2.75000 63450.75 Unclassified Excavation | | | 0100 210D000 54437.000 CUYD| 4.00000 217748.00| 6.02000 327710.74| 4.00000 217748.00 Borrow Excavation | | | 0110 210E000 3929.000 CUYD| 5.00000 19645.00| 27.91000 109658.39| 5.00000 19645.00 Borrow Excavation (Underwater Backfill) | | | 0120 214A000 951.000 CUYD| 6.00000 5706.00| 6.31000 6000.81| 6.00000 5706.00 Structure Excavation | | | 0130 214B001 384.000 CUYD| 40.00000 15360.00| 41.58000 15966.72| 40.00000 15360.00 Foundation Backfill, Commercial | | | 0140 230A000 28.000 RBST| 125.00000 3500.00| 380.33000 10649.24| 365.00000 10220.00 Roadbed Processing | | | 0150 301A218 10753.000 SQYD| 3.00000 32259.00| 4.25000 45700.25| 5.32000 57205.96 Soil Aggregate Base Course, Type C, | | | Road Mixed, 5" Compacted Thickness | | | 0160 401A047 12531.000 SQYD| 0.67000 8395.77| 0.55000 6892.05| 0.67000 8395.77 Bituminous Treatment A, MC-70 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -3 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 01007 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 405A000 1031.000 GAL | 2.00000 2062.00| 1.25000 1288.75| 2.00000 2062.00 Tack Coat | | | 0180 424A360 835.000 TON | 65.00000 54275.00| 41.00000 34235.00| 65.36000 54575.60 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424A366 240.000 TON | 65.00000 15600.00| 45.00000 10800.00| 65.36000 15686.40 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B651 1702.000 TON | 57.00000 97014.00| 39.00000 66378.00| 57.00000 97014.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B681 1099.000 TON | 57.00000 62643.00| 39.00000 42861.00| 57.00000 62643.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B685 50.000 TON | 75.00000 3750.00| 75.00000 3750.00| 75.00000 3750.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B689 100.000 TON | 57.00000 5700.00| 40.00000 4000.00| 57.00000 5700.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424C360 2920.000 TON | 49.60000 144832.00| 37.00000 108040.00| 49.59000 144802.80 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0250 424C368 50.000 TON | 57.00000 2850.00| 55.00000 2750.00| 57.00000 2850.00 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0260 428B000 5130.000 LF | 0.12000 615.60| 0.25000 1282.50| 0.12000 615.60 Scoring Bituminous Pavement Surface By | | | Rolling | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -4 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 01007 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 430B000 44.000 TON | 25.00000 1100.00| 41.26000 1815.44| 25.00000 1100.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0280 450B000 214.000 SQYD| 65.00000 13910.00| 65.00000 13910.00| 65.00000 13910.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0290 502A000 259900.000 LB | 0.45000 116955.00| 0.36000 93564.00| 0.50000 129950.00 Steel Reinforcement | | | 0300 502B000 LUMP| 114000.00000 114000.00| 96907.23000 96907.23| 130000.00000 130000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 872+25.0, APPROX. | | | 259,683 lbs. | | | 0310 502B001 LUMP| 22000.00000 22000.00| 22128.84000 22128.84| 30000.00000 30000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 892+00.0, APPROX. | | | 59,300 lbs. | | | 0320 505A000 3.000 EACH| 515.00000 1545.00| 2087.92000 6263.76| 1200.00000 3600.00 Steel Test Piles (HP 10x42) | | | 0330 505B055 3.000 EACH| 4000.00000 12000.00| 1717.14000 5151.42| 4000.00000 12000.00 Static Loading Tests (HP 10x42) | | | 0340 505B085 3.000 EACH| 200.00000 600.00| 408.16000 1224.48| 500.00000 1500.00 Dynamic Loading Tests (HP 10x42) | | | 0350 505M000 850.000 LF | 32.00000 27200.00| 21.64000 18394.00| 20.00000 17000.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0360 506A000 203.000 LF | 106.00000 21518.00| 85.00000 17255.00| 165.00000 33495.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0370 506A004 158.000 LF | 53.00000 8374.00| 109.00000 17222.00| 160.00000 25280.00 Drilled Shaft Excavation, 3'-0" Diamete | | | 0380 506A008 635.000 LF | 90.00000 57150.00| 83.00000 52705.00| 165.00000 104775.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0390 506C040 158.000 LF | 50.00000 7900.00| 71.00000 11218.00| 80.00000 12640.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0400 506C042 640.000 LF | 86.00000 55040.00| 82.00000 52480.00| 91.00000 58240.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0410 506C043 202.000 LF | 95.00000 19190.00| 91.00000 18382.00| 101.00000 20402.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -5 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 01007 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 506G000 6.000 EACH| 212.00000 1272.00| 300.00000 1800.00| 106.00000 636.00 Crosshole Sonic Logging, 3'-0" Diameter | | | 0430 506G002 16.000 EACH| 212.00000 3392.00| 300.00000 4800.00| 106.00000 1696.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0440 506G003 4.000 EACH| 212.00000 848.00| 300.00000 1200.00| 106.00000 424.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0450 508A000 8060.000 LB | 2.00000 16120.00| 2.57000 20714.20| 2.00000 16120.00 Structural Steel | | | 0460 510A000 463.000 CUYD| 650.00000 300950.00| 575.00000 266225.00| 280.00000 129640.00 Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 517000.00000 517000.00| 425000.00000 425000.00| 425000.00000 425000.00 Bridge Concrete Superstructure, 872+25. | | | 0, APPROX. 1,148 CU YDS | | | 0480 510C052 LUMP| 135000.00000 135000.00| 100000.00000 100000.00| 100000.00000 100000.00 Bridge Concrete Superstructure, 892+00. | | | 0, APPROX. 229 CU YDS | | | 0490 510E000 4140.000 SQYD| 2.00000 8280.00| 1.75000 7245.00| 2.00000 8280.00 Grooving Concrete Bridge Decks | | | 0500 511A001 180.000 EACH| 120.00000 21600.00| 70.00000 12600.00| 150.00000 27000.00 Elastomeric Bearings, Type 2 | | | 0510 513B003 1582.000 LF | 50.00000 79100.00| 46.00000 72772.00| 70.00000 110740.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0520 513B005 3808.000 LF | 90.00000 342720.00| 80.00000 304640.00| 95.00000 361760.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0530 513B017 746.000 LF | 120.00000 89520.00| 120.00000 89520.00| 150.00000 111900.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0540 530A002 110.000 LF | 40.54000 4459.40| 38.09000 4189.90| 40.54000 4459.40 24" Roadway Pipe (Class 3 R.C.) | | | 0550 530A101 4.000 LF | 32.88000 131.52| 73.03000 292.12| 32.88000 131.52 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0560 530A102 11.000 LF | 45.54000 500.94| 80.91000 890.01| 45.54000 500.94 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -6 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 01007 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 530A501 432.000 LF | 50.00000 21600.00| 79.45000 34322.40| 50.00000 21600.00 72" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0580 533A098 39.000 LF | 35.55000 1386.45| 73.22000 2855.58| 35.55000 1386.45 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0590 533A100 35.000 LF | 50.32000 1761.20| 47.49000 1662.15| 50.32000 1761.20 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0600 535A001 112.000 LF | 32.88000 3682.56| 15.33000 1716.96| 32.88000 3682.56 18" Side Drain Pipe | | | 0610 600A000 LUMP| 498000.00000 498000.00| 450000.00000 450000.00| 404332.40000 404332.40 Mobilization | | | 0620 602A000 26.000 EACH| 125.00000 3250.00| 86.81000 2257.06| 125.00000 3250.00 Right Of Way Markers | | | 0630 606A000 500.000 LF | 10.00000 5000.00| 9.30000 4650.00| 10.00000 5000.00 6" Underdrain Pipe | | | 0640 610C001 2253.000 TON | 23.55000 53058.15| 24.39000 54950.67| 23.55000 53058.15 Loose Riprap, Class 2 | | | 0650 610D003 2266.000 SQYD| 2.50000 5665.00| 1.25000 2832.50| 2.50000 5665.00 Filter Blanket, Geotextile | | | 0660 618A000 176.000 SQYD| 24.44000 4301.44| 30.00000 5280.00| 24.44000 4301.44 Concrete Sidewalk, 4" Thick | | | 0670 618B002 97.000 SQYD| 33.32000 3232.04| 40.00000 3880.00| 33.32000 3232.04 Concrete Driveway, 6" Thick | | | 0680 619A003 4.000 EACH| 499.86000 1999.44| 750.00000 3000.00| 499.86000 1999.44 24" Roadway Pipe End Treatment, Class 1 | | | 0690 619A004 2.000 EACH| 566.51000 1133.02| 900.00000 1800.00| 566.51000 1133.02 30" Roadway Pipe End Treatment, Class 1 | | | 0700 619A101 4.000 EACH| 677.59000 2710.36| 550.00000 2200.00| 677.59000 2710.36 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0710 620A000 2.000 CUYD| 638.71000 1277.42| 650.00000 1300.00| 638.71000 1277.42 Minor Structure Concrete | | | 0720 621A000 2.000 EACH| 3332.40000 6664.80| 2200.00000 4400.00| 3332.40000 6664.80 Junction Boxes, Type 1, 1P Or 5 | | | 0730 621C015 2.000 EACH| 2332.68000 4665.36| 2500.00000 5000.00| 2332.68000 4665.36 Inlets, Type S1 Or S3 (1 Wing) | | | 0740 621C027 1.000 EACH| 1888.36000 1888.36| 2250.00000 2250.00| 1888.36000 1888.36 Inlets, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -7 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 01007 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 623A003 167.000 LF | 19.99000 3338.33| 20.00000 3340.00| 19.99000 3338.33 Concrete Gutter (4' 0" Wide) | | | 0760 623C000 301.000 LF | 13.33000 4012.33| 18.00000 5418.00| 13.33000 4012.33 Combination Curb & Gutter, Type C | | | 0770 630A001 200.000 LF | 13.25000 2650.00| 13.25000 2650.00| 12.50000 2500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0780 630C001 1.000 EACH| 583.00000 583.00| 583.00000 583.00| 550.00000 550.00 Guardrail End Anchor, Type 8 | | | 0790 630C003 8.000 EACH| 1007.00000 8056.00| 1007.00000 8056.00| 950.00000 7600.00 Guardrail End Anchor, Type 13 | | | 0800 630C050 7.000 EACH| 1219.00000 8533.00| 1219.00000 8533.00| 1150.00000 8050.00 Guardrail End Anchor, Type 20 Series | | | 0810 636A000 2705.000 LF | 4.00000 10820.00| 5.16000 13957.80| 4.85000 13119.25 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0820 637A000 720.000 LF | 4.00000 2880.00| 5.16000 3715.20| 4.85000 3492.00 Fence Reset | | | 0830 641A031 200.000 LF | 90.54000 18108.00| 75.00000 15000.00| 90.54000 18108.00 12 Inch D.I. Water Main Laid | | | (Restrained Joint) | | | 0840 641A038 1600.000 LF | 65.88000 105408.00| 100.00000 160000.00| 65.88000 105408.00 12 Inch D. I. Water Main Laid | | | 0850 650B000 2394.000 CUYD| 4.00000 9576.00| 5.43000 12999.42| 4.00000 9576.00 Topsoil From Stockpiles | | | 0860 652A056 1.000 ACRE| 1000.00000 1000.00| 472.50000 472.50| 1000.00000 1000.00 Seeding (Mix 2E) | | | 0870 652B053 16.000 ACRE| 500.00000 8000.00| 393.75000 6300.00| 500.00000 8000.00 Temporary Seeding (Mix 2AT) | | | 0880 652D054 16.000 ACRE| 400.00000 6400.00| 472.50000 7560.00| 400.00000 6400.00 Seeding In Stubble (Mix 2A) | | | 0890 654A001 100.000 SQYD| 6.00000 600.00| 4.00000 400.00| 6.00000 600.00 Solid Sodding (Bermuda) | | | 0900 656A000 16.000 ACRE| 500.00000 8000.00| 420.00000 6720.00| 500.00000 8000.00 Mulching, Class A, Type 1 | | | 0910 656A001 1.000 ACRE| 1000.00000 1000.00| 420.00000 420.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0920 659A001 4543.000 SQYD| 1.87000 8495.41| 1.42000 6451.06| 1.87000 8495.41 Erosion Control Netting, Class B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -8 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 01007 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 665A000 14.000 ACRE| 500.00000 7000.00| 393.75000 5512.50| 500.00000 7000.00 Temporary Seeding | | | 0940 665B000 14.000 ACRE| 500.00000 7000.00| 420.00000 5880.00| 500.00000 7000.00 Temporary Mulching | | | 0950 665F000 339.000 EACH| 10.00000 3390.00| 6.61000 2240.79| 10.00000 3390.00 Hay Bales | | | 0960 665G000 20.000 EACH| 1.00000 20.00| 2.42000 48.40| 1.00000 20.00 Sand Bags | | | 0970 665I000 893.000 TON | 28.55000 25495.15| 24.17000 21583.81| 28.55000 25495.15 Temporary Riprap, Class 2 | | | 0980 665J000 11290.000 LF | 3.00000 33870.00| 3.73000 42111.70| 3.00000 33870.00 Silt Fence, Type A | | | 0990 665K000 40.000 CUYD| 10.00000 400.00| 16.00000 640.00| 10.00000 400.00 Drainage Sump Excavation | | | 1000 665L000 475.000 LF | 18.00000 8550.00| 12.79000 6075.25| 30.00000 14250.00 Floating Basin Boom | | | 1010 666A001 16.000 ACRE| 75.00000 1200.00| 35.00000 560.00| 75.00000 1200.00 Pest Control Treatment | | | 1020 680A000 LUMP| 42500.00000 42500.00| 25000.00000 25000.00| 2500.00000 2500.00 Engineering Controls | | | 1030 701C000 1.000 MILE| 750.00000 750.00| 750.00000 750.00| 750.00000 750.00 Broken Temporary Traffic Stripe | | | 1040 701C001 2.000 MILE| 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 Solid Temporary Traffic Stripe | | | 1050 701G125 2130.000 LF | 3.47000 7391.10| 3.47000 7391.10| 3.47000 7391.10 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1060 701G129 1165.000 LF | 2.19000 2551.35| 2.19000 2551.35| 2.19000 2551.35 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1070 701G133 965.000 LF | 4.45000 4294.25| 4.45000 4294.25| 4.45000 4294.25 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1080 702A041 1.000 MILE| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1090 702A042 1.000 MILE| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -9 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 01007 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 702A043 1.000 MILE| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1110 703A002 582.000 SQFT| 2.50000 1455.00| 2.50000 1455.00| 2.50000 1455.00 Traffic Control Markings, Class 2, Type | | | A | | | 1120 703D002 582.000 SQFT| 1.30000 756.60| 1.30000 756.60| 1.30000 756.60 Temporary Traffic Control Markings | | | (Paint) | | | 1130 705A023 110.000 EACH| 5.75000 632.50| 5.75000 632.50| 5.75000 632.50 Pavement Markers, Class C, Type 2-D | | | 1140 705A032 97.000 EACH| 5.00000 485.00| 5.00000 485.00| 5.00000 485.00 Pavement Markers, Class A-H, Type 1-B | | | 1150 705A037 76.000 EACH| 5.75000 437.00| 5.75000 437.00| 5.75000 437.00 Pavement Markers, Class A-H, Type 2-D | | | 1160 705A038 40.000 EACH| 5.75000 230.00| 5.75000 230.00| 5.75000 230.00 Pavement Markers, Class A-H, Type 2-E | | | 1170 710A115 100.000 SQFT| 19.60000 1960.00| 14.05000 1405.00| 18.50000 1850.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1180 710A126 15.000 SQFT| 20.65000 309.75| 14.84000 222.60| 19.50000 292.50 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1190 710B001 247.000 LF | 8.70000 2148.90| 5.83000 1440.01| 8.20000 2025.40 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1200 740B000 638.000 SQFT| 12.00000 7656.00| 7.69000 4906.22| 12.00000 7656.00 Construction Signs | | | 1210 740D000 50.000 EACH| 65.00000 3250.00| 58.30000 2915.00| 65.00000 3250.00 Channelizing Drums | | | 1220 740E000 50.000 EACH| 10.00000 500.00| 12.00000 600.00| 10.00000 500.00 Cones (36 Inches High) | | | 1230 740F002 20.000 EACH| 300.00000 6000.00| 159.00000 3180.00| 300.00000 6000.00 Barricades, Type III | | | 1240 740I005 8.000 EACH| 300.00000 2400.00| 566.00000 4528.00| 300.00000 2400.00 Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -10 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 03001 |( 3 ) 01007 |THE MORRIS GROUP, INC. |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1250 740L005 82.000 EACH| 50.00000 4100.00| 44.52000 3650.64| 50.00000 4100.00 Vertical Panel, Type I (Double-Sided) | | | 1260 740M001 50.000 EACH| 5.00000 250.00| 8.50000 425.00| 5.00000 250.00 Ballast For Cone | | | 1270 741C010 2.000 EACH| 5000.00000 10000.00| 4770.00000 9540.00| 5000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1275 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 111300.00000 111300.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 111,300) | | | 1280 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 | $ 4,022,113.25| $ 4,149,172.47| $ 4,225,502.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,022,113.25| $ 4,149,172.47| $ 4,225,502.42 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -11 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 19007 |MCINNIS, LLC |RACON, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 191299.00000 191299.00| 30000.00000 30000.00| 296000.00000 296000.00 Clearing & Grubbing (Approximately 16 | | | ACRES) | | | 0020 206A000 LUMP| 80000.00000 80000.00| 64250.00000 64250.00| 100000.00000 100000.00 Removal Of Old Bridge, Station 872+37.2 | | | 0030 206A001 LUMP| 45000.00000 45000.00| 10750.00000 10750.00| 100000.00000 100000.00 Removal Of Old Bridge, Station 892+08.0 | | | 0040 206C000 176.000 SQYD| 5.00000 880.00| 5.00000 880.00| 5.00000 880.00 Removing Concrete Sidewalk | | | 0050 206C001 2337.000 SQYD| 15.00000 35055.00| 40.00000 93480.00| 15.00000 35055.00 Removing Concrete Pavement | | | 0060 206C016 882.000 SQYD| 4.00000 3528.00| 4.00000 3528.00| 4.50000 3969.00 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0070 206D000 149.000 LF | 5.00000 745.00| 7.00000 1043.00| 5.00000 745.00 Removing Pipe | | | 0080 206D003 301.000 LF | 5.00000 1505.00| 5.00000 1505.00| 5.00000 1505.00 Removing Curb And Gutter | | | 0090 210A000 23073.000 CUYD| 2.75000 63450.75| 2.00000 46146.00| 2.75000 63450.75 Unclassified Excavation | | | 0100 210D000 54437.000 CUYD| 4.00000 217748.00| 3.50000 190529.50| 4.00000 217748.00 Borrow Excavation | | | 0110 210E000 3929.000 CUYD| 5.00000 19645.00| 9.00000 35361.00| 5.00000 19645.00 Borrow Excavation (Underwater Backfill) | | | 0120 214A000 951.000 CUYD| 6.00000 5706.00| 5.00000 4755.00| 6.00000 5706.00 Structure Excavation | | | 0130 214B001 384.000 CUYD| 40.00000 15360.00| 26.00000 9984.00| 40.00000 15360.00 Foundation Backfill, Commercial | | | 0140 230A000 28.000 RBST| 125.00000 3500.00| 325.00000 9100.00| 125.00000 3500.00 Roadbed Processing | | | 0150 301A218 10753.000 SQYD| 3.00000 32259.00| 3.75000 40323.75| 3.00000 32259.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 5" Compacted Thickness | | | 0160 401A047 12531.000 SQYD| 0.67000 8395.77| 0.72000 9022.32| 0.67000 8395.77 Bituminous Treatment A, MC-70 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -12 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 19007 |MCINNIS, LLC |RACON, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 405A000 1031.000 GAL | 2.00000 2062.00| 2.14000 2206.34| 2.00000 2062.00 Tack Coat | | | 0180 424A360 835.000 TON | 65.36000 54575.60| 69.94000 58399.90| 66.00000 55110.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424A366 240.000 TON | 65.36000 15686.40| 69.94000 16785.60| 66.00000 15840.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B651 1702.000 TON | 57.00000 97014.00| 60.99000 103804.98| 57.00000 97014.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B681 1099.000 TON | 57.00000 62643.00| 60.99000 67028.01| 57.00000 62643.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B685 50.000 TON | 75.00000 3750.00| 80.25000 4012.50| 75.00000 3750.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B689 100.000 TON | 57.00000 5700.00| 60.99000 6099.00| 57.00000 5700.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424C360 2920.000 TON | 49.59000 144802.80| 53.06000 154935.20| 50.00000 146000.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0250 424C368 50.000 TON | 57.00000 2850.00| 60.99000 3049.50| 57.00000 2850.00 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0260 428B000 5130.000 LF | 0.12000 615.60| 0.13000 666.90| 0.12000 615.60 Scoring Bituminous Pavement Surface By | | | Rolling | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -13 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 19007 |MCINNIS, LLC |RACON, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 430B000 44.000 TON | 25.00000 1100.00| 50.00000 2200.00| 25.00000 1100.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0280 450B000 214.000 SQYD| 90.00000 19260.00| 113.30000 24246.20| 100.00000 21400.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0290 502A000 259900.000 LB | 0.80000 207920.00| 0.67000 174133.00| 0.52000 135148.00 Steel Reinforcement | | | 0300 502B000 LUMP| 208000.00000 208000.00| 159650.00000 159650.00| 140000.00000 140000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 872+25.0, APPROX. | | | 259,683 lbs. | | | 0310 502B001 LUMP| 48000.00000 48000.00| 51500.00000 51500.00| 35000.00000 35000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 892+00.0, APPROX. | | | 59,300 lbs. | | | 0320 505A000 3.000 EACH| 1500.00000 4500.00| 2060.00000 6180.00| 2600.00000 7800.00 Steel Test Piles (HP 10x42) | | | 0330 505B055 3.000 EACH| 1500.00000 4500.00| 2060.00000 6180.00| 6600.00000 19800.00 Static Loading Tests (HP 10x42) | | | 0340 505B085 3.000 EACH| 1000.00000 3000.00| 2060.00000 6180.00| 1600.00000 4800.00 Dynamic Loading Tests (HP 10x42) | | | 0350 505M000 850.000 LF | 22.00000 18700.00| 28.33000 24080.50| 29.00000 24650.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0360 506A000 203.000 LF | 165.00000 33495.00| 257.50000 52272.50| 100.00000 20300.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0370 506A004 158.000 LF | 160.00000 25280.00| 257.50000 40685.00| 50.00000 7900.00 Drilled Shaft Excavation, 3'-0" Diamete | | | 0380 506A008 635.000 LF | 165.00000 104775.00| 257.50000 163512.50| 85.00000 53975.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0390 506C040 158.000 LF | 80.00000 12640.00| 154.50000 24411.00| 50.00000 7900.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0400 506C042 640.000 LF | 91.00000 58240.00| 175.10000 112064.00| 85.00000 54400.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0410 506C043 202.000 LF | 101.00000 20402.00| 195.70000 39531.40| 90.00000 18180.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -14 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 19007 |MCINNIS, LLC |RACON, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 506G000 6.000 EACH| 105.00000 630.00| 1030.00000 6180.00| 200.00000 1200.00 Crosshole Sonic Logging, 3'-0" Diameter | | | 0430 506G002 16.000 EACH| 105.00000 1680.00| 1030.00000 16480.00| 200.00000 3200.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0440 506G003 4.000 EACH| 105.00000 420.00| 1030.00000 4120.00| 200.00000 800.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0450 508A000 8060.000 LB | 5.00000 40300.00| 4.12000 33207.20| 3.60000 29016.00 Structural Steel | | | 0460 510A000 463.000 CUYD| 450.00000 208350.00| 515.00000 238445.00| 600.00000 277800.00 Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 630000.00000 630000.00| 772500.00000 772500.00| 800000.00000 800000.00 Bridge Concrete Superstructure, 872+25. | | | 0, APPROX. 1,148 CU YDS | | | 0480 510C052 LUMP| 126000.00000 126000.00| 164800.00000 164800.00| 295000.00000 295000.00 Bridge Concrete Superstructure, 892+00. | | | 0, APPROX. 229 CU YDS | | | 0490 510E000 4140.000 SQYD| 4.00000 16560.00| 2.06000 8528.40| 2.50000 10350.00 Grooving Concrete Bridge Decks | | | 0500 511A001 180.000 EACH| 125.00000 22500.00| 154.50000 27810.00| 125.00000 22500.00 Elastomeric Bearings, Type 2 | | | 0510 513B003 1582.000 LF | 55.00000 87010.00| 51.50000 81473.00| 66.00000 104412.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0520 513B005 3808.000 LF | 90.00000 342720.00| 90.64000 345157.12| 105.00000 399840.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0530 513B017 746.000 LF | 130.00000 96980.00| 123.60000 92205.60| 135.00000 100710.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0540 530A002 110.000 LF | 40.54000 4459.40| 29.07000 3197.70| 41.00000 4510.00 24" Roadway Pipe (Class 3 R.C.) | | | 0550 530A101 4.000 LF | 32.88000 131.52| 132.32000 529.28| 33.00000 132.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0560 530A102 11.000 LF | 45.54000 500.94| 73.35000 806.85| 46.00000 506.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -15 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 19007 |MCINNIS, LLC |RACON, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 530A501 432.000 LF | 50.00000 21600.00| 81.73000 35307.36| 50.00000 21600.00 72" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0580 533A098 39.000 LF | 35.55000 1386.45| 43.47000 1695.33| 36.00000 1404.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0590 533A100 35.000 LF | 50.32000 1761.20| 66.77000 2336.95| 51.00000 1785.00 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0600 535A001 112.000 LF | 32.88000 3682.56| 17.43000 1952.16| 33.00000 3696.00 18" Side Drain Pipe | | | 0610 600A000 LUMP| 417333.00000 417333.00| 275000.00000 275000.00| 450000.00000 450000.00 Mobilization | | | 0620 602A000 26.000 EACH| 125.00000 3250.00| 87.00000 2262.00| 125.00000 3250.00 Right Of Way Markers | | | 0630 606A000 500.000 LF | 10.00000 5000.00| 8.00000 4000.00| 10.00000 5000.00 6" Underdrain Pipe | | | 0640 610C001 2253.000 TON | 23.55000 53058.15| 23.50000 52945.50| 23.60000 53170.80 Loose Riprap, Class 2 | | | 0650 610D003 2266.000 SQYD| 2.50000 5665.00| 2.00000 4532.00| 2.50000 5665.00 Filter Blanket, Geotextile | | | 0660 618A000 176.000 SQYD| 24.44000 4301.44| 27.50000 4840.00| 25.00000 4400.00 Concrete Sidewalk, 4" Thick | | | 0670 618B002 97.000 SQYD| 33.32000 3232.04| 35.35000 3428.95| 34.00000 3298.00 Concrete Driveway, 6" Thick | | | 0680 619A003 4.000 EACH| 500.00000 2000.00| 519.68000 2078.72| 500.00000 2000.00 24" Roadway Pipe End Treatment, Class 1 | | | 0690 619A004 2.000 EACH| 567.00000 1134.00| 603.25000 1206.50| 575.00000 1150.00 30" Roadway Pipe End Treatment, Class 1 | | | 0700 619A101 4.000 EACH| 680.00000 2720.00| 455.65000 1822.60| 680.00000 2720.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0710 620A000 2.000 CUYD| 640.00000 1280.00| 969.10000 1938.20| 650.00000 1300.00 Minor Structure Concrete | | | 0720 621A000 2.000 EACH| 3333.00000 6666.00| 1950.25000 3900.50| 3500.00000 7000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0730 621C015 2.000 EACH| 2340.00000 4680.00| 2552.40000 5104.80| 2400.00000 4800.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0740 621C027 1.000 EACH| 2000.00000 2000.00| 1305.00000 1305.00| 2000.00000 2000.00 Inlets, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -16 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 19007 |MCINNIS, LLC |RACON, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 623A003 167.000 LF | 20.00000 3340.00| 16.50000 2755.50| 20.00000 3340.00 Concrete Gutter (4' 0" Wide) | | | 0760 623C000 301.000 LF | 14.00000 4214.00| 11.00000 3311.00| 14.00000 4214.00 Combination Curb & Gutter, Type C | | | 0770 630A001 200.000 LF | 12.50000 2500.00| 13.75000 2750.00| 13.13000 2626.00 Steel Beam Guardrail, Class A, Type 2 | | | 0780 630C001 1.000 EACH| 550.00000 550.00| 605.00000 605.00| 580.00000 580.00 Guardrail End Anchor, Type 8 | | | 0790 630C003 8.000 EACH| 950.00000 7600.00| 1045.00000 8360.00| 1000.00000 8000.00 Guardrail End Anchor, Type 13 | | | 0800 630C050 7.000 EACH| 1150.00000 8050.00| 1265.00000 8855.00| 1210.00000 8470.00 Guardrail End Anchor, Type 20 Series | | | 0810 636A000 2705.000 LF | 4.00000 10820.00| 3.05000 8250.25| 4.00000 10820.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0820 637A000 720.000 LF | 4.00000 2880.00| 6.00000 4320.00| 4.00000 2880.00 Fence Reset | | | 0830 641A031 200.000 LF | 91.00000 18200.00| 105.00000 21000.00| 65.00000 13000.00 12 Inch D.I. Water Main Laid | | | (Restrained Joint) | | | 0840 641A038 1600.000 LF | 65.90000 105440.00| 84.00000 134400.00| 45.00000 72000.00 12 Inch D. I. Water Main Laid | | | 0850 650B000 2394.000 CUYD| 4.00000 9576.00| 3.00000 7182.00| 4.00000 9576.00 Topsoil From Stockpiles | | | 0860 652A056 1.000 ACRE| 1000.00000 1000.00| 665.00000 665.00| 450.00000 450.00 Seeding (Mix 2E) | | | 0870 652B053 16.000 ACRE| 500.00000 8000.00| 502.00000 8032.00| 500.00000 8000.00 Temporary Seeding (Mix 2AT) | | | 0880 652D054 16.000 ACRE| 400.00000 6400.00| 568.00000 9088.00| 500.00000 8000.00 Seeding In Stubble (Mix 2A) | | | 0890 654A001 100.000 SQYD| 6.00000 600.00| 4.40000 440.00| 3.00000 300.00 Solid Sodding (Bermuda) | | | 0900 656A000 16.000 ACRE| 500.00000 8000.00| 510.00000 8160.00| 400.00000 6400.00 Mulching, Class A, Type 1 | | | 0910 656A001 1.000 ACRE| 1000.00000 1000.00| 792.13000 792.13| 400.00000 400.00 Mulching, Class A, Type 2 | | | 0920 659A001 4543.000 SQYD| 1.90000 8631.70| 1.65000 7495.95| 2.00000 9086.00 Erosion Control Netting, Class B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -17 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 19007 |MCINNIS, LLC |RACON, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 665A000 14.000 ACRE| 500.00000 7000.00| 400.00000 5600.00| 250.00000 3500.00 Temporary Seeding | | | 0940 665B000 14.000 ACRE| 500.00000 7000.00| 420.00000 5880.00| 250.00000 3500.00 Temporary Mulching | | | 0950 665F000 339.000 EACH| 10.00000 3390.00| 5.00000 1695.00| 8.00000 2712.00 Hay Bales | | | 0960 665G000 20.000 EACH| 1.00000 20.00| 2.30000 46.00| 5.00000 100.00 Sand Bags | | | 0970 665I000 893.000 TON | 28.60000 25539.80| 23.50000 20985.50| 29.00000 25897.00 Temporary Riprap, Class 2 | | | 0980 665J000 11290.000 LF | 3.00000 33870.00| 2.00000 22580.00| 3.00000 33870.00 Silt Fence, Type A | | | 0990 665K000 40.000 CUYD| 10.00000 400.00| 6.00000 240.00| 10.00000 400.00 Drainage Sump Excavation | | | 1000 665L000 475.000 LF | 25.00000 11875.00| 25.00000 11875.00| 13.00000 6175.00 Floating Basin Boom | | | 1010 666A001 16.000 ACRE| 75.00000 1200.00| 30.00000 480.00| 10.00000 160.00 Pest Control Treatment | | | 1020 680A000 LUMP| 32500.00000 32500.00| 70900.00000 70900.00| 152500.00000 152500.00 Engineering Controls | | | 1030 701C000 1.000 MILE| 750.00000 750.00| 825.00000 825.00| 750.00000 750.00 Broken Temporary Traffic Stripe | | | 1040 701C001 2.000 MILE| 750.00000 1500.00| 825.00000 1650.00| 750.00000 1500.00 Solid Temporary Traffic Stripe | | | 1050 701G125 2130.000 LF | 3.47000 7391.10| 3.82000 8136.60| 3.50000 7455.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1060 701G129 1165.000 LF | 2.19000 2551.35| 2.41000 2807.65| 2.20000 2563.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1070 701G133 965.000 LF | 4.45000 4294.25| 4.90000 4728.50| 4.50000 4342.50 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1080 702A041 1.000 MILE| 5000.00000 5000.00| 5500.00000 5500.00| 5000.00000 5000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1090 702A042 1.000 MILE| 3000.00000 3000.00| 3300.00000 3300.00| 3000.00000 3000.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -18 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 19007 |MCINNIS, LLC |RACON, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 702A043 1.000 MILE| 5000.00000 5000.00| 5500.00000 5500.00| 5000.00000 5000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1110 703A002 582.000 SQFT| 2.50000 1455.00| 2.75000 1600.50| 2.50000 1455.00 Traffic Control Markings, Class 2, Type | | | A | | | 1120 703D002 582.000 SQFT| 1.30000 756.60| 1.43000 832.26| 1.30000 756.60 Temporary Traffic Control Markings | | | (Paint) | | | 1130 705A023 110.000 EACH| 5.75000 632.50| 6.33000 696.30| 6.00000 660.00 Pavement Markers, Class C, Type 2-D | | | 1140 705A032 97.000 EACH| 5.00000 485.00| 5.50000 533.50| 5.00000 485.00 Pavement Markers, Class A-H, Type 1-B | | | 1150 705A037 76.000 EACH| 5.75000 437.00| 6.33000 481.08| 6.00000 456.00 Pavement Markers, Class A-H, Type 2-D | | | 1160 705A038 40.000 EACH| 5.75000 230.00| 6.33000 253.20| 6.00000 240.00 Pavement Markers, Class A-H, Type 2-E | | | 1170 710A115 100.000 SQFT| 18.50000 1850.00| 14.58000 1458.00| 14.00000 1400.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1180 710A126 15.000 SQFT| 19.50000 292.50| 15.40000 231.00| 15.00000 225.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1190 710B001 247.000 LF | 8.20000 2025.40| 6.05000 1494.35| 6.00000 1482.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1200 740B000 638.000 SQFT| 12.00000 7656.00| 7.98000 5091.24| 8.00000 5104.00 Construction Signs | | | 1210 740D000 50.000 EACH| 65.00000 3250.00| 60.50000 3025.00| 60.00000 3000.00 Channelizing Drums | | | 1220 740E000 50.000 EACH| 10.00000 500.00| 2.00000 100.00| 15.00000 750.00 Cones (36 Inches High) | | | 1230 740F002 20.000 EACH| 300.00000 6000.00| 165.00000 3300.00| 200.00000 4000.00 Barricades, Type III | | | 1240 740I005 8.000 EACH| 300.00000 2400.00| 587.13000 4697.04| 561.00000 4488.00 Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 060 -19 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20030228060 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( 6 ) 19007 |MCINNIS, LLC |RACON, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1250 740L005 82.000 EACH| 50.00000 4100.00| 46.20000 3788.40| 45.00000 3690.00 Vertical Panel, Type I (Double-Sided) | | | 1260 740M001 50.000 EACH| 5.00000 250.00| 2.00000 100.00| 6.00000 300.00 Ballast For Cone | | | 1270 741C010 2.000 EACH| 5000.00000 10000.00| 4950.00000 9900.00| 4725.00000 9450.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1275 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 111,300) | | | 1280 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 | $ 4,406,382.82| $ 4,504,741.27| $ 4,939,279.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,406,382.82| $ 4,504,741.27| $ 4,939,279.02 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 061 -1 VENDOR RANKING CALL ORDER : 061 CONTRACT ID : 20030228061 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-6012(202) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#35 from Station 204+19 to C.R.#85 south of Warsaw. Length 2.067 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 161,534.92 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 061 -2 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20030228061 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305A000 808.000 CUYD| 11.60000 9372.80| | Borrow, Section 210, A-4 or Better, For | | | Miscellaneous Use | | | 0020 405A000 841.000 GAL | 1.25000 1051.25| | Tack Coat | | | 0030 429A020 1490.000 TON | 43.89000 65396.10| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429B205 150.000 TON | 80.00000 12000.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429B209 425.000 TON | 46.89000 19928.25| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429B212 364.000 TON | 55.43000 20176.52| | Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 14100.00000 14100.00| | Mobilization | | | 0080 652A056 4.000 ACRE| 850.00000 3400.00| | Seeding (Mix 2E) | | | 0090 656A000 4.000 ACRE| 850.00000 3400.00| | Mulching, Class A, Type 1 | | | 0100 665F000 150.000 EACH| 3.00000 450.00| | Hay Bales | | | 0110 665J000 470.000 LF | 4.00000 1880.00| | Silt Fence, Type A | | | 0120 701A004 4.000 MILE| 380.00000 1520.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0130 701A008 2.000 MILE| 195.00000 390.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 061 -3 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20030228061 COUNTIES : SUMTER LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A012 3.000 MILE| 390.00000 1170.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0150 701C000 3.000 MILE| 450.00000 1350.00| | Broken Temporary Traffic Stripe | | | 0160 701C001 7.000 MILE| 450.00000 3150.00| | Solid Temporary Traffic Stripe | | | 0170 740B000 150.000 SQFT| 12.00000 1800.00| | Construction Signs | | | 0180 740O000 1.000 EACH| 1000.00000 1000.00| | Pilot Car | | | SECTION TOTALS | $ 161,534.92| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 161,534.92| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 064 -1 VENDOR RANKING CALL ORDER : 064 CONTRACT ID : 20030228064 COUNTIES : TALLAPOOSA LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6200(207) for constructing the Bridge Replacement (Precast) on C.R.#32 at County Line Creek northeast of Dadeville. Length 0.022 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 294,741.00 100.0000% 2 13099 MCINNIS, LLC $ 454,823.00 154.3128% 3 23071 WARRIOR CONSTRUCTORS, INC. $ 494,366.00 167.7290% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 064 -2 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20030228064 COUNTIES : TALLAPOOSA LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 23071 |NEWELL & BUSH, INC. |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 15000.00000 15000.00| 75000.00000 75000.00| 140000.00000 140000.00 Removal Of Old Bridge, Station 15+14 | | | 0020 210A000 120.000 CUYD| 11.00000 1320.00| 10.00000 1200.00| 12.00000 1440.00 Unclassified Excavation | | | 0030 502A000 90.000 LB | 1.50000 135.00| 2.00000 180.00| 5.00000 450.00 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505G003 22.000 EACH| 85.00000 1870.00| 80.00000 1760.00| 150.00000 3300.00 Pile Points (Type A, 12") | | | 0070 505H000 192.000 LF | 38.00000 7296.00| 303.00000 58176.00| 250.00000 48000.00 Pilot Holes | | | 0080 505M002 1200.000 LF | 19.00000 22800.00| 25.00000 30000.00| 25.00000 30000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 507A000 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0100 508A000 932.000 LB | 3.00000 2796.00| 5.00000 4660.00| 5.00000 4660.00 Structural Steel | | | 0110 510A000 17.000 CUYD| 390.00000 6630.00| 600.00000 10200.00| 400.00000 6800.00 Bridge Substructure Concrete, Class A | | | 0120 511A000 44.000 EACH| 71.00000 3124.00| 60.00000 2640.00| 100.00000 4400.00 Elastomeric Bearings, Type 1 | | | 0130 512A014 2.000 EACH| 3600.00000 7200.00| 3000.00000 6000.00| 3500.00000 7000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512B004 2.000 EACH| 3400.00000 6800.00| 2800.00000 5600.00| 3500.00000 7000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512C017 18.000 EACH| 4000.00000 72000.00| 6500.00000 117000.00| 3500.00000 63000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 064 -3 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20030228064 COUNTIES : TALLAPOOSA LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 23071 |NEWELL & BUSH, INC. |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C025 6.000 EACH| 4400.00000 26400.00| 3700.00000 22200.00| 4000.00000 24000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512D025 2.000 EACH| 4000.00000 8000.00| 3500.00000 7000.00| 3500.00000 7000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0180 512D030 4.000 EACH| 3800.00000 15200.00| 3000.00000 12000.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0190 512E000 8.000 EACH| 500.00000 4000.00| 400.00000 3200.00| 400.00000 3200.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0200 512E001 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 400.00000 3200.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0210 512F000 4.000 EACH| 550.00000 2200.00| 500.00000 2000.00| 500.00000 2000.00 Precast Concrete Wing Panels, Type W1 | | | 0220 512F001 4.000 EACH| 650.00000 2600.00| 500.00000 2000.00| 500.00000 2000.00 Precast Concrete Wing Panels, Type W2 | | | 0230 512G000 4.000 EACH| 600.00000 2400.00| 700.00000 2800.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 40000.00000 40000.00| 35000.00000 35000.00| 58000.00000 58000.00 Mobilization | | | 0250 610A004 292.000 SQYD| 26.00000 7592.00| 30.00000 8760.00| 30.00000 8760.00 Loose Riprap, Class 2, 24" Thick | | | 0260 610D000 292.000 SQYD| 2.00000 584.00| 6.00000 1752.00| 3.00000 876.00 Filter Blanket | | | 0270 630A021 50.000 LF | 15.00000 750.00| 16.50000 825.00| 15.00000 750.00 Steel Beam Guardrail, Class A, Type | | | 2(Steel Post) | | | 0280 630C003 4.000 EACH| 1200.00000 4800.00| 950.00000 3800.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0290 630C070 4.000 EACH| 1200.00000 4800.00| 1225.00000 4900.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0300 665F000 100.000 EACH| 12.00000 1200.00| 5.00000 500.00| 8.00000 800.00 Hay Bales | | | 0310 665J000 530.000 LF | 8.00000 4240.00| 5.00000 2650.00| 10.00000 5300.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 064 -4 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20030228064 COUNTIES : TALLAPOOSA LETTING DATE : 02/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 23071 |NEWELL & BUSH, INC. |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 680A000 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 15000.00000 15000.00 Engineering Controls | | | 0330 740B000 322.000 SQFT| 12.00000 3864.00| 10.00000 3220.00| 15.00000 4830.00 Construction Signs | | | 0340 740F002 8.000 EACH| 300.00000 2400.00| 600.00000 4800.00| 650.00000 5200.00 Barricades, Type III | | | 0350 740I005 2.000 EACH| 370.00000 740.00| 1000.00000 2000.00| 700.00000 1400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 294,741.00| $ 454,823.00| $ 494,366.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 294,741.00| $ 454,823.00| $ 494,366.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 081 -1 VENDOR RANKING CALL ORDER : 081 CONTRACT ID : 20030228081 COUNTIES : MADISON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-452-053-301 for constructing the Planing, Widening, Resurfacing, Loop Wire and Traffic Stripe on S.R.#53 from south of Jeff Road near Harvest (MP 328.00) to MP 333.00. Length 5.000 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 775,191.88 100.0000% 2 01018 APAC-ALABAMA, INC. $ 851,514.20 109.8456% 3 02035 BURGREEN CONTRACTING COMPANY, INC. $ 870,047.60 112.2364% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 081 -2 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20030228081 COUNTIES : MADISON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 02035 |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, 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 5431.000 GAL | 0.90000 4887.90| 1.33000 7223.23| 1.00000 5431.00 Tack Coat | | | 0020 407A000 1886.000 GAL | 3.00000 5658.00| 13.99000 26385.14| 2.00000 3772.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0030 408A052 78077.000 SQYD| 0.58000 45284.66| 0.75000 58557.75| 0.75000 58557.75 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 500.000 SQYD| 1.00000 500.00| 5.78000 2890.00| 2.00000 1000.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410B001 1.000 EACH| 19500.00000 19500.00| 1381.89000 1381.89| 3000.00000 3000.00 State Retained Profilograph | | | 0060 410H000 1.000 EACH| 1500.00000 1500.00| 23216.24000 23216.24| 15000.00000 15000.00 Material Remixing Device | | | 0070 424A360 4979.000 TON | 40.45000 201400.55| 38.27000 190546.33| 40.00000 199160.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B651 9957.000 TON | 29.25000 291242.25| 28.84000 287159.88| 30.00000 298710.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B659 85.000 TON | 34.00000 2890.00| 54.53000 4635.05| 30.00000 2550.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B662 2347.000 TON | 29.25000 68649.75| 28.84000 67687.48| 30.00000 70410.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B040 2482.000 TON | 8.81000 21866.42| 8.13000 20178.66| 15.00000 37230.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0120 600A000 LUMP| 2100.00000 2100.00| 34249.36000 34249.36| 55000.00000 55000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 081 -3 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20030228081 COUNTIES : MADISON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 02035 |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. |BURGREEN CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 665F000 50.000 EACH| 4.00000 200.00| 18.53000 926.50| 5.00000 250.00 Hay Bales | | | 0140 665J000 150.000 LF | 2.25000 337.50| 3.23000 484.50| 5.00000 750.00 Silt Fence, Type A | | | 0150 701C000 10.000 MILE| 340.00000 3400.00| 346.80000 3468.00| 340.00000 3400.00 Broken Temporary Traffic Stripe | | | 0160 701C001 28.000 MILE| 360.00000 10080.00| 367.20000 10281.60| 360.00000 10080.00 Solid Temporary Traffic Stripe | | | 0170 702A041 10.000 MILE| 3950.00000 39500.00| 4029.00000 40290.00| 3950.00000 39500.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A042 5.000 MILE| 1950.00000 9750.00| 1989.00000 9945.00| 1950.00000 9750.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A043 4.000 MILE| 3950.00000 15800.00| 4029.00000 16116.00| 3950.00000 15800.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702B011 201.000 LF | 1.50000 301.50| 1.53000 307.53| 1.50000 301.50 Dotted Profiled Traffic Stripe (6" Wide | | | 0210 703A002 4547.000 SQFT| 2.25000 10230.75| 2.30000 10458.10| 2.25000 10230.75 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 68.000 SQFT| 2.95000 200.60| 3.01000 204.68| 2.95000 200.60 Traffic Control Legends, Class 2, Type | | | 0230 705A030 15.000 EACH| 5.00000 75.00| 5.10000 76.50| 5.00000 75.00 Pavement Markers, Class A-H, Type 2-C | | | 0240 705A032 311.000 EACH| 5.00000 1555.00| 5.10000 1586.10| 5.00000 1555.00 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 388.000 EACH| 5.00000 1940.00| 5.10000 1978.80| 5.00000 1940.00 Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 88.000 EACH| 5.00000 440.00| 5.10000 448.80| 5.00000 440.00 Pavement Markers, Class A-H, Type 2-E | | | 0270 730H001 1200.000 LF | 2.70000 3240.00| 2.50000 3000.00| 2.20000 2640.00 Loop Wire | | | 0280 730I001 2000.000 LF | 1.10000 2200.00| 1.02000 2040.00| 1.80000 3600.00 Loop Detector Lead-In-Cable | | | 0290 730K000 2.000 EACH| 253.00000 506.00| 234.60000 469.20| 595.00000 1190.00 Traffic Signal Junction Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 081 -4 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20030228081 COUNTIES : MADISON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 02035 |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. |BURGREEN CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740B000 527.000 SQFT| 0.00000 0.00| 11.35000 5981.45| 12.00000 6324.00 Construction Signs | | | 0310 740E000 200.000 EACH| 17.28000 3456.00| 19.93000 3986.00| 4.00000 800.00 Cones (36 Inches High) | | | 0320 740M001 200.000 EACH| 0.00000 0.00| 7.48000 1496.00| 2.00000 400.00 Ballast For Cone | | | 0330 740O000 1.000 EACH| 1500.00000 1500.00| 8090.43000 8090.43| 2000.00000 2000.00 Pilot Car | | | 0340 745A000 200.000 HOUR| 25.00000 5000.00| 28.84000 5768.00| 45.00000 9000.00 Uniformed Police Officer | | | SECTION TOTALS | $ 775,191.88| $ 851,514.20| $ 870,047.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 775,191.88| $ 851,514.20| $ 870,047.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 082 -1 VENDOR RANKING CALL ORDER : 082 CONTRACT ID : 20030228082 COUNTIES : FRANKLIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-302-302-243-301 for constructing the Resurfacing and Traffic Stripe on S.R.#243 from C.R.#81 in Trapptown to Cedar Creek bridge. Length - 6.820 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 729,185.01 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 757,139.62 103.8337% 3 18031 ROGERS GROUP, INC. $ 804,088.31 110.2722% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 082 -2 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20030228082 COUNTIES : FRANKLIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 19074 |( 3 ) 18031 |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305B060 2843.000 TON | 11.18000 31784.74| 12.00000 34116.00| 14.00000 39802.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 405A000 3167.000 GAL | 1.00000 3167.00| 1.50000 4750.50| 1.00000 3167.00 Tack Coat | | | 0030 424A360 5805.000 TON | 36.92000 214320.60| 36.50000 211882.50| 39.00000 226395.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 83.000 TON | 43.08000 3575.64| 53.00000 4399.00| 40.00000 3320.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 11610.000 TON | 28.55000 331465.50| 29.00000 336690.00| 33.00000 383130.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 500.000 TON | 48.06000 24030.00| 40.00000 20000.00| 42.00000 21000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B658 1000.000 TON | 34.54000 34540.00| 38.00000 38000.00| 45.00000 45000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 165.000 TON | 37.25000 6146.25| 50.00000 8250.00| 42.00000 6930.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 2831.35000 2831.35| 15000.00000 15000.00| 7000.00000 7000.00 Mobilization | | | 0100 680A000 LUMP| 2008.72000 2008.72| 4000.00000 4000.00| 5000.00000 5000.00 Engineering Controls | | | 0110 701A028 14.000 MILE| 1417.80000 19849.20| 1459.50000 20433.00| 900.00000 12600.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 082 -3 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20030228082 COUNTIES : FRANKLIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 19074 |( 3 ) 18031 |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701A046 5.000 MILE| 969.00000 4845.00| 997.50000 4987.50| 900.00000 4500.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 7.000 MILE| 1672.80000 11709.60| 1722.00000 12054.00| 900.00000 6300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701C000 10.000 MILE| 397.80000 3978.00| 409.50000 4095.00| 390.00000 3900.00 Broken Temporary Traffic Stripe | | | 0150 701C001 42.000 MILE| 499.80000 20991.60| 514.50000 21609.00| 490.00000 20580.00 Solid Temporary Traffic Stripe | | | 0160 703A002 698.000 SQFT| 3.06000 2135.88| 3.15000 2198.70| 3.00000 2094.00 Traffic Control Markings, Class 2, Type | | | A | | | 0170 703D001 528.000 SQFT| 4.08000 2154.24| 4.20000 2217.60| 4.00000 2112.00 Temporary Traffic Control Markings | | | 0180 705A032 134.000 EACH| 5.61000 751.74| 5.78000 774.52| 5.50000 737.00 Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 595.000 EACH| 5.87000 3492.65| 6.04000 3593.80| 5.75000 3421.25 Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 626.000 SQFT| 7.76000 4857.76| 8.50000 5321.00| 6.81000 4263.06 Construction Signs | | | 0210 740E000 50.000 EACH| 0.06000 3.00| 5.75000 287.50| 5.16000 258.00 Cones (36 Inches High) | | | 0220 740M001 50.000 EACH| 0.06000 3.00| 4.60000 230.00| 1.58000 79.00 Ballast For Cone | | | 0230 740O000 1.000 EACH| 543.54000 543.54| 2250.00000 2250.00| 2500.00000 2500.00 Pilot Car | | | SECTION TOTALS | $ 729,185.01| $ 757,139.62| $ 804,088.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 729,185.01| $ 757,139.62| $ 804,088.31 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 084 -1 VENDOR RANKING CALL ORDER : 084 CONTRACT ID : 20030228084 COUNTIES : JEFFERSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-371-150-302 for constructing the Planing, Resurfacing, Loop Wire and Traffic Stripe at various sites on S.R.#150 in Hoover as indicated on the plans. Length 2.142 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 494,467.62 100.0000% 2 01018 APAC-ALABAMA, INC. $ 498,243.48 100.7636% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 531,724.62 107.5348% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 084 -2 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20030228084 COUNTIES : JEFFERSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, 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 206C025 593.000 SQYD| 6.76000 4008.68| 4.50000 2668.50| 4.15000 2460.95 Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 305A040 150.000 CUYD| 20.18000 3027.00| 10.35000 1552.50| 47.15000 7072.50 Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0030 401B113 47858.000 SQYD| 0.87000 41636.46| 0.79000 37807.82| 1.00000 47858.00 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0040 405A000 1535.000 GAL | 0.92000 1412.20| 1.08000 1657.80| 1.25000 1918.75 Tack Coat | | | 0050 408A052 20463.000 SQYD| 1.17000 23941.71| 1.22000 24964.86| 1.74000 35605.62 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 423A002 3640.000 TON | 48.88000 177923.20| 51.17000 186258.80| 47.91000 174392.40 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0070 424A361 580.000 TON | 49.27000 28576.60| 53.24000 30879.20| 37.49000 21744.20 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 800.000 TON | 44.63000 35704.00| 45.80000 36640.00| 38.49000 30792.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B656 400.000 TON | 57.94000 23176.00| 63.15000 25260.00| 63.20000 25280.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424C371 492.000 TON | 39.19000 19281.48| 50.05000 24624.60| 51.30000 25239.60 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 18525.18000 18525.18| 16170.00000 16170.00| 35000.00000 35000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 084 -3 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20030228084 COUNTIES : JEFFERSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 665F000 50.000 EACH| 3.69000 184.50| 8.07000 403.50| 10.00000 500.00 Hay Bales | | | 0130 665J000 150.000 LF | 6.15000 922.50| 7.50000 1125.00| 3.00000 450.00 Silt Fence, Type A | | | 0140 701C000 2.000 MILE| 465.25000 930.50| 420.00000 840.00| 500.00000 1000.00 Broken Temporary Traffic Stripe | | | 0150 701C001 10.000 MILE| 581.56000 5815.60| 525.00000 5250.00| 650.00000 6500.00 Solid Temporary Traffic Stripe | | | 0160 702A040 1.000 MILE| 2675.19000 2675.19| 2415.00000 2415.00| 2250.00000 2250.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A041 5.000 MILE| 5234.06000 26170.30| 4725.00000 23625.00| 4500.00000 22500.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A042 1.000 MILE| 2675.19000 2675.19| 2415.00000 2415.00| 2250.00000 2250.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A043 5.000 MILE| 5234.07000 26170.35| 4725.00000 23625.00| 4500.00000 22500.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702B011 1834.000 LF | 2.33000 4273.22| 2.10000 3851.40| 2.00000 3668.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0210 703A002 3254.000 SQFT| 2.04000 6638.16| 1.84000 5987.36| 2.50000 8135.00 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 136.000 SQFT| 2.04000 277.44| 1.84000 250.24| 3.50000 476.00 Traffic Control Legends, Class 2, Type | | | 0230 703D001 672.000 SQFT| 1.17000 786.24| 1.05000 705.60| 1.30000 873.60 Temporary Traffic Control Markings | | | 0240 705A030 52.000 EACH| 4.95000 257.40| 4.46000 231.92| 5.75000 299.00 Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 82.000 EACH| 4.95000 405.90| 4.46000 365.72| 5.00000 410.00 Pavement Markers, Class A-H, Type 1-A | | | 0260 705A032 57.000 EACH| 4.95000 282.15| 4.46000 254.22| 5.00000 285.00 Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 1088.000 EACH| 4.95000 5385.60| 4.46000 4852.48| 5.75000 6256.00 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 084 -4 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20030228084 COUNTIES : JEFFERSON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 705A038 18.000 EACH| 4.95000 89.10| 4.46000 80.28| 5.75000 103.50 Pavement Markers, Class A-H, Type 2-E | | | 0290 730H001 7469.000 LF | 2.33000 17402.77| 2.10000 15684.90| 3.50000 26141.50 Loop Wire | | | 0300 730I001 525.000 LF | 1.75000 918.75| 1.58000 829.50| 1.00000 525.00 Loop Detector Lead-In-Cable | | | 0310 740B000 481.000 SQFT| 8.62000 4146.22| 8.00000 3848.00| 8.00000 3848.00 Construction Signs | | | 0320 740D000 126.000 EACH| 36.93000 4653.18| 60.64000 7640.64| 57.00000 7182.00 Channelizing Drums | | | 0330 740E000 206.000 EACH| 17.85000 3677.10| 19.16000 3946.96| 12.00000 2472.00 Cones (36 Inches High) | | | 0340 740M001 206.000 EACH| 3.69000 760.14| 4.28000 881.68| 6.00000 1236.00 Ballast For Cone | | | 0350 741C010 1.000 EACH| 1757.61000 1757.61| 650.00000 650.00| 4500.00000 4500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 494,467.62| $ 498,243.48| $ 531,724.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 494,467.62| $ 498,243.48| $ 531,724.62 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 086 -1 VENDOR RANKING CALL ORDER : 086 CONTRACT ID : 20030228086 COUNTIES : MACON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-306-442-081-301 for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#81from MP 0.00 in Tuskegee to MP 10.00 in Notasulga. Length - 10.00 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,345,929.72 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,387,014.42 103.0525% 3 05002 EAST ALABAMA PAVING COMPANY, INC. $ 1,492,461.97 110.8871% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 086 -2 TABULATION OF BIDS CALL ORDER : 086 CONTRACT ID : 20030228086 COUNTIES : MACON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 05002 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D021 4839.000 CUYD| 6.75000 32663.25| 8.50000 41131.50| 6.00000 29034.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 9840.000 GAL | 0.88000 8659.20| 1.65000 16236.00| 1.10000 10824.00 Tack Coat | | | 0030 407A000 1650.000 GAL | 16.51000 27241.50| 25.00000 41250.00| 16.85000 27802.50 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0040 408A052 159669.000 SQYD| 0.68000 108574.92| 0.53000 84624.57| 0.10000 15966.90 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 14140.000 TON | 28.45000 402283.00| 29.50000 417130.00| 35.92000 507908.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A367 850.000 TON | 29.36000 24956.00| 32.00000 27200.00| 44.58000 37893.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A370 50.000 TON | 72.18000 3609.00| 65.00000 3250.00| 38.00000 1900.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 17963.000 TON | 26.50000 476019.50| 26.50000 476019.50| 32.84000 589904.92 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 200.000 TON | 50.00000 10000.00| 65.00000 13000.00| 120.00000 24000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 13600.00000 13600.00| 27500.00000 27500.00| 6300.00000 6300.00 Mobilization | | | 0110 652A056 16.000 ACRE| 364.00000 5824.00| 360.00000 5760.00| 450.00000 7200.00 Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 086 -3 TABULATION OF BIDS CALL ORDER : 086 CONTRACT ID : 20030228086 COUNTIES : MACON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 05002 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 656A000 16.000 ACRE| 343.00000 5488.00| 340.00000 5440.00| 425.00000 6800.00 Mulching, Class A, Type 1 | | | 0130 665F000 100.000 EACH| 4.84000 484.00| 4.80000 480.00| 5.00000 500.00 Hay Bales | | | 0140 665J000 1000.000 LF | 3.03000 3030.00| 3.00000 3000.00| 3.00000 3000.00 Silt Fence, Type A | | | 0150 701C000 13.000 MILE| 380.00000 4940.00| 380.00000 4940.00| 380.00000 4940.00 Broken Temporary Traffic Stripe | | | 0160 701C001 61.000 MILE| 480.00000 29280.00| 480.00000 29280.00| 480.00000 29280.00 Solid Temporary Traffic Stripe | | | 0170 701G125 2830.000 LF | 3.30000 9339.00| 3.30000 9339.00| 3.30000 9339.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G133 2830.000 LF | 3.43000 9706.90| 3.43000 9706.90| 3.43000 9706.90 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701H001 5660.000 LF | 0.50000 2830.00| 0.50000 2830.00| 0.50000 2830.00 Solid Traffic Stripe Removed (Plastic) | | | 0200 702A040 2.000 MILE| 1995.00000 3990.00| 1995.00000 3990.00| 1995.00000 3990.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 702A041 17.000 MILE| 3995.00000 67915.00| 3995.00000 67915.00| 3995.00000 67915.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 702A042 5.000 MILE| 1995.00000 9975.00| 1995.00000 9975.00| 1995.00000 9975.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 702A043 15.000 MILE| 3995.00000 59925.00| 3995.00000 59925.00| 3995.00000 59925.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0240 702B011 600.000 LF | 2.00000 1200.00| 2.00000 1200.00| 2.00000 1200.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0250 703A002 1765.000 SQFT| 2.50000 4412.50| 2.50000 4412.50| 2.50000 4412.50 Traffic Control Markings, Class 2, Type | | | A | | | 0260 703B002 301.000 SQFT| 3.40000 1023.40| 3.40000 1023.40| 3.40000 1023.40 Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 086 -4 TABULATION OF BIDS CALL ORDER : 086 CONTRACT ID : 20030228086 COUNTIES : MACON LETTING DATE : 02/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 05002 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 703D001 1765.000 SQFT| 1.30000 2294.50| 1.30000 2294.50| 1.30000 2294.50 Temporary Traffic Control Markings | | | 0280 703E001 156.000 SQFT| 1.30000 202.80| 1.30000 202.80| 1.30000 202.80 Temporary Traffic Control Legends | | | 0290 705A004 32.000 EACH| 5.25000 168.00| 5.25000 168.00| 5.25000 168.00 Pavement Markers, Class A, Type 2-C | | | 0300 705A031 118.000 EACH| 5.00000 590.00| 5.00000 590.00| 5.00000 590.00 Pavement Markers, Class A-H, Type 1-A | | | 0310 705A032 331.000 EACH| 5.00000 1655.00| 5.00000 1655.00| 5.00000 1655.00 Pavement Markers, Class A-H, Type 1-B | | | 0320 705A037 663.000 EACH| 5.25000 3480.75| 5.25000 3480.75| 5.25000 3480.75 Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 1370.000 SQFT| 7.35000 10069.50| 7.00000 9590.00| 5.00000 6850.00 Construction Signs | | | 0340 740E000 150.000 EACH| 0.00000 0.00| 5.00000 750.00| 10.00000 1500.00 Cones (36 Inches High) | | | 0350 740M001 150.000 EACH| 0.00000 0.00| 3.50000 525.00| 1.00000 150.00 Ballast For Cone | | | 0360 741C010 1.000 EACH| 500.00000 500.00| 1200.00000 1200.00| 2000.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,345,929.72| $ 1,387,014.42| $ 1,492,461.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,345,929.72| $ 1,387,014.42| $ 1,492,461.97 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 087 -1 VENDOR RANKING CALL ORDER : 087 CONTRACT ID : 20030228087 COUNTIES : CLARKE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-134-013-302 for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#13 (U.S.#43) from MP 59.227 to MP 65.165 in Jackson. Length - 2.938 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,296,274.07 100.0000% 2 01073 ASPHALT SUPPLY, L.L.C. $ 1,378,909.07 106.3748% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 1,457,692.53 112.4525% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 087 -2 TABULATION OF BIDS CALL ORDER : 087 CONTRACT ID : 20030228087 COUNTIES : CLARKE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( 3 ) 23011 |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. |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 210D000 5015.000 CUYD| 6.15000 30842.25| 5.10000 25576.50| 7.88000 39518.20 Borrow Excavation | | | 0020 401B100 83815.000 SQYD| 0.60000 50289.00| 1.15000 96387.25| 0.69000 57832.35 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 4182.000 GAL | 0.95000 3972.90| 1.80000 7527.60| 1.21000 5060.22 Tack Coat | | | 0040 408A052 93114.000 SQYD| 0.65000 60524.10| 0.55000 51212.70| 0.56000 52143.84 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A360 7666.000 TON | 37.85000 290158.10| 40.00000 306640.00| 40.35000 309323.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 200.000 TON | 38.90000 7780.00| 39.00000 7800.00| 55.34000 11068.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B651 13937.000 TON | 33.60000 468283.20| 38.65000 538665.05| 39.24000 546887.88 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B655 200.000 TON | 54.95000 10990.00| 42.00000 8400.00| 54.74000 10948.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B659 4000.000 TON | 34.15000 136600.00| 38.65000 154600.00| 35.15000 140600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 428B000 93076.000 LF | 0.02000 1861.52| 0.11000 10238.36| 0.07000 6515.32 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0110 430B000 100.000 TON | 25.60000 2560.00| 43.00000 4300.00| 26.60000 2660.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 087 -3 TABULATION OF BIDS CALL ORDER : 087 CONTRACT ID : 20030228087 COUNTIES : CLARKE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( 3 ) 23011 |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 88500.00000 88500.00| 32000.00000 32000.00| 126144.95000 126144.95 Mobilization | | | 0130 652A054 4.000 ACRE| 494.80000 1979.20| 440.00000 1760.00| 556.08000 2224.32 Seeding (Mix 2A) | | | 0140 656A000 4.000 ACRE| 489.30000 1957.20| 440.00000 1760.00| 556.08000 2224.32 Mulching, Class A, Type 1 | | | 0150 665F000 200.000 EACH| 8.00000 1600.00| 5.00000 1000.00| 6.93000 1386.00 Hay Bales | | | 0160 665J000 800.000 LF | 3.25000 2600.00| 0.80000 640.00| 3.75000 3000.00 Silt Fence, Type A | | | 0170 701C002 18.000 MILE| 442.15000 7958.70| 425.00000 7650.00| 444.86000 8007.48 Broken Temporary Traffic Stripe (Paint) | | | 0180 701C003 37.000 MILE| 497.40000 18403.80| 479.00000 17723.00| 500.47000 18517.39 Solid Temporary Traffic Stripe (Paint) | | | 0190 702A040 6.000 MILE| 2321.25000 13927.50| 2234.00000 13404.00| 2335.53000 14013.18 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702A041 7.000 MILE| 4642.45000 32497.15| 4468.00000 31276.00| 4671.06000 32697.42 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 702A043 6.000 MILE| 4642.45000 27854.70| 4468.00000 26808.00| 4671.06000 28026.36 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 702B011 3310.000 LF | 1.95000 6454.50| 1.86000 6156.60| 1.95000 6454.50 Dotted Profiled Traffic Stripe (6" Wide | | | 0230 703A002 1307.000 SQFT| 3.30000 4313.10| 3.19000 4169.33| 3.34000 4365.38 Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 365.000 SQFT| 3.85000 1405.25| 3.72000 1357.80| 3.89000 1419.85 Traffic Control Legends, Class 2, Type | | | 0250 703D002 593.000 SQFT| 2.20000 1304.60| 2.13000 1263.09| 2.22000 1316.46 Temporary Traffic Control Markings | | | (Paint) | | | 0260 703E002 1095.000 SQFT| 2.20000 2409.00| 2.13000 2332.35| 2.22000 2430.90 Temporary Traffic Control Legends | | | (Paint) | | | 0270 705A030 150.000 EACH| 6.35000 952.50| 6.12000 918.00| 6.39000 958.50 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 087 -4 TABULATION OF BIDS CALL ORDER : 087 CONTRACT ID : 20030228087 COUNTIES : CLARKE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( 3 ) 23011 |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 705A031 312.000 EACH| 6.35000 1981.20| 6.12000 1909.44| 6.39000 1993.68 Pavement Markers, Class A-H, Type 1-A | | | 0290 740B000 1089.000 SQFT| 11.40000 12414.60| 6.00000 6534.00| 11.49000 12512.61 Construction Signs | | | 0300 740D000 100.000 EACH| 5.00000 500.00| 35.00000 3500.00| 38.28000 3828.00 Channelizing Drums | | | 0310 740E000 50.000 EACH| 15.00000 750.00| 6.00000 300.00| 12.63000 631.50 Cones (36 Inches High) | | | 0320 740M001 50.000 EACH| 1.00000 50.00| 2.00000 100.00| 8.61000 430.50 Ballast For Cone | | | 0330 741C010 2.000 EACH| 1300.00000 2600.00| 2500.00000 5000.00| 1276.16000 2552.32 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,296,274.07| $ 1,378,909.07| $ 1,457,692.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,296,274.07| $ 1,378,909.07| $ 1,457,692.53 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 088 -1 VENDOR RANKING CALL ORDER : 088 CONTRACT ID : 20030228088 COUNTIES : CLARKE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-134-069-303 for constructing the Resurfacing and Traffic Stripe on S.R.#69 from MP 30.448 north of Coffeville to MP 38.749 near Campbell. Length - 8.301 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01073 ASPHALT SUPPLY, L.L.C. $ 675,854.08 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 675,884.34 100.0045% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 724,287.60 107.1663% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 088 -2 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20030228088 COUNTIES : CLARKE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 23011 |( 3 ) 13008 |ASPHALT SUPPLY, L.L.C. |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 1.000 EACH| 45.00000 45.00| 381.56000 381.56| 90.00000 90.00 Mailbox Reset, Single | | | 0020 305A000 3771.000 CUYD| 4.40000 16592.40| 8.62000 32506.02| 7.40000 27905.40 Borrow, Section 210, FOR MISCELLANEOUS | | | USE | | | 0030 401B100 116879.000 SQYD| 0.75000 87659.25| 0.70000 81815.30| 0.60000 70127.40 Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 3057.000 GAL | 1.80000 5502.60| 1.17000 3576.69| 0.90000 2751.30 Tack Coat | | | 0050 424A341 9889.000 TON | 37.65000 372320.85| 36.14000 357388.46| 37.90000 374793.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A347 400.000 TON | 38.65000 15460.00| 43.40000 17360.00| 40.60000 16240.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B640 200.000 TON | 40.65000 8130.00| 71.93000 14386.00| 50.00000 10000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424B644 2400.000 TON | 37.65000 90360.00| 35.89000 86136.00| 36.85000 88440.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 430B000 100.000 TON | 43.00000 4300.00| 25.18000 2518.00| 20.00000 2000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0100 600A000 LUMP| 25000.00000 25000.00| 14479.64000 14479.64| 57000.00000 57000.00 Mobilization | | | 0110 652A057 8.000 ACRE| 432.00000 3456.00| 554.21000 4433.68| 494.35000 3954.80 Seeding (Mix 3A) | | | 0120 656A000 8.000 ACRE| 432.00000 3456.00| 554.21000 4433.68| 488.90000 3911.20 Mulching, Class A, Type 1 | | | 0130 665F000 300.000 EACH| 5.00000 1500.00| 6.46000 1938.00| 6.75000 2025.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 088 -3 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20030228088 COUNTIES : CLARKE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 23011 |( 3 ) 13008 |ASPHALT SUPPLY, L.L.C. |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 1000.000 LF | 0.81000 810.00| 3.50000 3500.00| 3.60000 3600.00 Silt Fence, Type A | | | 0150 701A006 17.000 MILE| 395.00000 6715.00| 404.57000 6877.69| 662.65000 11265.05 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701A010 3.000 MILE| 247.00000 741.00| 304.81000 914.43| 441.80000 1325.40 Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701A014 6.000 MILE| 395.00000 2370.00| 404.57000 2427.42| 662.65000 3975.90 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701C002 8.000 MILE| 351.00000 2808.00| 360.23000 2881.84| 441.80000 3534.40 Broken Temporary Traffic Stripe (Paint) | | | 0190 701C003 28.000 MILE| 459.00000 12852.00| 471.08000 13190.24| 497.00000 13916.00 Solid Temporary Traffic Stripe (Paint) | | | 0200 701G125 458.000 LF | 5.02000 2299.16| 5.15000 2358.70| 4.40000 2015.20 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G129 229.000 LF | 4.32000 989.28| 4.43000 1014.47| 3.30000 755.70 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G133 229.000 LF | 5.24000 1199.96| 5.38000 1232.02| 4.40000 1007.60 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701H001 752.000 LF | 0.65000 488.80| 0.67000 503.84| 3.30000 2481.60 Solid Traffic Stripe Removed (Plastic) | | | 0240 701H006 148.000 LF | 0.54000 79.92| 0.55000 81.40| 3.30000 488.40 Broken Traffic Stripe Removed (Plastic) | | | 0250 703A000 517.000 SQFT| 1.03000 532.51| 1.05000 542.85| 2.20000 1137.40 Traffic Control Markings, Class 1, Type | | | A | | | 0260 703B000 149.000 SQFT| 2.22000 330.78| 2.27000 338.23| 3.30000 491.70 Traffic Control Legends, Class 1, Type | | | 0270 703D002 234.000 SQFT| 0.97000 226.98| 1.00000 234.00| 2.20000 514.80 Temporary Traffic Control Markings | | | (Paint) | | | 0280 703E002 104.000 SQFT| 1.57000 163.28| 1.61000 167.44| 2.20000 228.80 Temporary Traffic Control Legends | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 088 -4 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20030228088 COUNTIES : CLARKE LETTING DATE : 02/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 23011 |( 3 ) 13008 |ASPHALT SUPPLY, L.L.C. |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 705A032 215.000 EACH| 4.43000 952.45| 4.54000 976.10| 6.35000 1365.25 Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 802.000 EACH| 4.43000 3552.86| 4.54000 3641.08| 6.35000 5092.70 Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 710.000 SQFT| 6.00000 4260.00| 10.70000 7597.00| 10.85000 7703.50 Construction Signs | | | 0320 740E000 100.000 EACH| 3.00000 300.00| 11.77000 1177.00| 1.00000 100.00 Cones (36 Inches High) | | | 0330 740M001 100.000 EACH| 1.50000 150.00| 8.03000 803.00| 1.00000 100.00 Ballast For Cone | | | 0340 740O000 1.000 EACH| 250.00000 250.00| 4072.56000 4072.56| 3950.00000 3950.00 Pilot Car | | | SECTION TOTALS | $ 675,854.08| $ 675,884.34| $ 724,287.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 675,854.08| $ 675,884.34| $ 724,287.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 089 -1 VENDOR RANKING CALL ORDER : 089 CONTRACT ID : 20030228089 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-309-022-016-302 for constructing the Planing, Resurfacing and Traffic Stripe 99-309-022-042-303 on S.R.#42 (U.S.#98) (Spanish Fort Bypass-EBR only) and on S.R.#16 (U.S.#90) from U.S.#98 in Daphne to S.R.#181. Length 4.140 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 670,162.62 100.0000% 2 01073 ASPHALT SUPPLY, L.L.C. $ 755,113.81 112.6762% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 804,821.05 120.0934% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 089 -2 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20030228089 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01073 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, L.L.C. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C002 34.000 SQYD| 13.30000 452.20| 25.00000 850.00| 35.90000 1220.60 Removing Concrete Slope Paving | | | 0020 210A000 730.000 CUYD| 6.75000 4927.50| 3.25000 2372.50| 8.00000 5840.00 Unclassified Excavation | | | 0030 210D022 390.000 CUYD| 7.82000 3049.80| 7.25000 2827.50| 11.50000 4485.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0040 210E000 380.000 CUYD| 7.82000 2971.60| 6.25000 2375.00| 14.50000 5510.00 Borrow Excavation (Underwater Backfill) | | | 0050 214A000 54.000 CUYD| 6.47000 349.38| 12.00000 648.00| 22.80000 1231.20 Structure Excavation | | | 0060 214B000 36.000 CUYD| 6.02000 216.72| 12.00000 432.00| 40.25000 1449.00 Foundation Backfill, Local | | | 0070 301A012 706.000 SQYD| 13.50000 9531.00| 6.70000 4730.20| 14.00000 9884.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 706.000 SQYD| 0.85000 600.10| 0.45000 317.70| 0.60000 423.60 Bituminous Treatment A | | | 0090 405A000 5303.000 GAL | 1.13000 5992.39| 1.80000 9545.40| 0.95000 5037.85 Tack Coat | | | 0100 408A051 9414.000 SQYD| 0.66000 6213.24| 0.55000 5177.70| 1.15000 10826.10 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0110 424A360 3323.000 TON | 33.62000 111719.26| 40.50000 134581.50| 42.35000 140729.05 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424A361 2250.000 TON | 35.41000 79672.50| 40.00000 90000.00| 41.70000 93825.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424B651 6647.000 TON | 31.20000 207386.40| 39.50000 262556.50| 35.90000 238627.30 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 089 -3 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20030228089 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01073 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, L.L.C. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B655 25.000 TON | 83.06000 2076.50| 45.00000 1125.00| 58.00000 1450.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B659 500.000 TON | 38.05000 19025.00| 39.50000 19750.00| 37.80000 18900.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B681 259.000 TON | 48.52000 12566.68| 39.00000 10101.00| 45.70000 11836.30 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 428B000 7287.000 LF | 0.07000 510.09| 0.11000 801.57| 0.20000 1457.40 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0180 530A001 64.000 LF | 34.05000 2179.20| 29.00000 1856.00| 42.10000 2694.40 18" Roadway Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 16516.70000 16516.70| 24820.00000 24820.00| 52000.00000 52000.00 Mobilization | | | 0200 614A000 2.000 CUYD| 277.61000 555.22| 350.00000 700.00| 586.20000 1172.40 Slope Paving | | | 0210 619A002 1.000 EACH| 527.46000 527.46| 1300.00000 1300.00| 498.25000 498.25 18" Roadway Pipe End Treatment, Class 1 | | | 0220 619A101 1.000 EACH| 582.99000 582.99| 1300.00000 1300.00| 498.25000 498.25 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 650A000 1874.000 CUYD| 10.47000 19620.78| 9.00000 16866.00| 11.20000 20988.80 Topsoil | | | 0240 650B000 125.000 CUYD| 8.46000 1057.50| 8.00000 1000.00| 8.00000 1000.00 Topsoil From Stockpiles | | | 0250 652A057 7.000 ACRE| 555.22000 3886.54| 440.00000 3080.00| 512.45000 3587.15 Seeding (Mix 3A) | | | 0260 656A000 7.000 ACRE| 555.22000 3886.54| 440.00000 3080.00| 490.40000 3432.80 Mulching, Class A, Type 1 | | | 0270 665F000 1500.000 EACH| 5.59000 8385.00| 5.00000 7500.00| 6.20000 9300.00 Hay Bales | | | 0280 665J000 2120.000 LF | 2.42000 5130.40| 0.81000 1717.20| 2.85000 6042.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 089 -4 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20030228089 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01073 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, L.L.C. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 701C000 7.000 MILE| 444.18000 3109.26| 432.00000 3024.00| 443.15000 3102.05 Broken Temporary Traffic Stripe | | | 0300 701C001 14.000 MILE| 499.70000 6995.80| 486.00000 6804.00| 498.55000 6979.70 Solid Temporary Traffic Stripe | | | 0310 701H001 460.000 LF | 5.55000 2553.00| 5.41000 2488.60| 5.55000 2553.00 Solid Traffic Stripe Removed (Plastic) | | | 0320 702A040 3.000 MILE| 2331.93000 6995.79| 2270.00000 6810.00| 2326.55000 6979.65 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0330 702A041 10.000 MILE| 4663.86000 46638.60| 4540.00000 45400.00| 4653.10000 46531.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0340 702A042 4.000 MILE| 2331.93000 9327.72| 2270.00000 9080.00| 2326.55000 9306.20 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0350 702A043 6.000 MILE| 4663.87000 27983.22| 4540.00000 27240.00| 4653.10000 27918.60 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0360 702B011 1380.000 LF | 1.94000 2677.20| 1.89000 2608.20| 1.95000 2691.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0370 703A002 3794.000 SQFT| 3.33000 12634.02| 3.24000 12292.56| 3.30000 12520.20 Traffic Control Markings, Class 2, Type | | | A | | | 0380 703B002 314.000 SQFT| 3.89000 1221.46| 3.78000 1186.92| 3.90000 1224.60 Traffic Control Legends, Class 2, Type | | | 0390 703D001 432.000 SQFT| 2.22000 959.04| 2.16000 933.12| 2.20000 950.40 Temporary Traffic Control Markings | | | 0400 705A030 68.000 EACH| 6.39000 434.52| 6.22000 422.96| 6.35000 431.80 Pavement Markers, Class A-H, Type 2-C | | | 0410 705A031 95.000 EACH| 6.39000 607.05| 6.22000 590.90| 6.35000 603.25 Pavement Markers, Class A-H, Type 1-A | | | 0420 705A032 322.000 EACH| 6.39000 2057.58| 6.22000 2002.84| 6.35000 2044.70 Pavement Markers, Class A-H, Type 1-B | | | 0430 705A037 273.000 EACH| 6.39000 1744.47| 6.22000 1698.06| 6.35000 1733.55 Pavement Markers, Class A-H, Type 2-D | | | 0440 705A038 54.000 EACH| 6.39000 345.06| 6.22000 335.88| 6.35000 342.90 Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/28/03 PAGE : 089 -5 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20030228089 COUNTIES : BALDWIN LETTING DATE : 02/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01073 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, L.L.C. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 740B000 970.000 SQFT| 5.96000 5781.20| 8.00000 7760.00| 11.00000 10670.00 Construction Signs | | | 0460 740D000 65.000 EACH| 29.78000 1935.70| 55.00000 3575.00| 12.80000 832.00 Channelizing Drums | | | 0470 740E000 275.000 EACH| 5.96000 1639.00| 6.00000 1650.00| 12.80000 3520.00 Cones (36 Inches High) | | | 0480 740F002 10.000 EACH| 297.84000 2978.40| 225.00000 2250.00| 350.00000 3500.00 Barricades, Type III | | | 0490 740M001 275.000 EACH| 2.78000 764.50| 2.00000 550.00| 9.60000 2640.00 Ballast For Cone | | | 0500 741C010 2.000 EACH| 595.67000 1191.34| 2500.00000 5000.00| 1900.00000 3800.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 670,162.62| $ 755,113.81| $ 804,821.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 670,162.62| $ 755,113.81| $ 804,821.05 ====================================================================================================================================