ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20030328001 COUNTIES : CALHOUN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MGF-0001(503) for constructing the Resurfacing and Traffic Stripe on S.R.#1 (U.S.#431) from S.R.#21in Anniston to S.R.#144. Length - 8.010 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,516,046.24 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,772,062.15 116.8871% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030328001 COUNTIES : CALHOUN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 209A000 4.000 EACH| 141.00000 564.00| 85.00000 340.00| Mailbox Reset, Single | | | 0020 401B100 223703.000 SQYD| 0.54000 120799.62| 0.45000 100666.35| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 401B107 111852.000 SQYD| 1.46000 163303.92| 1.40000 156592.80| Bituminous Treatment KG (With Polymer | | | Additive) | | | 0040 405A000 5950.000 GAL | 1.00000 5950.00| 1.50000 8925.00| Tack Coat | | | 0050 408A051 8266.000 SQYD| 3.96000 32733.36| 2.50000 20665.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 410H000 1.000 EACH| 15510.40000 15510.40| 12715.00000 12715.00| Material Remixing Device | | | 0070 424A281 20100.000 TON | 32.65000 656265.00| 37.00000 743700.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A286 4550.000 TON | 29.53000 134361.50| 33.00000 150150.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424A290 3600.000 TON | 37.68000 135648.00| 37.00000 133200.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B285 700.000 TON | 74.54000 52178.00| 60.00000 42000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 600A000 LUMP| 875.50000 875.50| 195000.00000 195000.00| Mobilization | | | 0120 701A028 18.000 MILE| 1512.04000 27216.72| 1468.00000 26424.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030328001 COUNTIES : CALHOUN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A032 14.000 MILE| 1512.04000 21168.56| 1468.00000 20552.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A041 16.000 MILE| 986.74000 15787.84| 958.00000 15328.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 1.000 MILE| 1648.00000 1648.00| 1600.00000 1600.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 23500.000 LF | 0.82000 19270.00| 0.80000 18800.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 36.000 MILE| 401.70000 14461.20| 390.00000 14040.00| Broken Temporary Traffic Stripe | | | 0180 701C001 5.000 MILE| 535.60000 2678.00| 520.00000 2600.00| Solid Temporary Traffic Stripe | | | 0190 703A002 8443.000 SQFT| 3.60000 30394.80| 3.50000 29550.50| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 1009.000 SQFT| 3.60000 3632.40| 3.50000 3531.50| Traffic Control Legends, Class 2, Type | | | 0210 703D001 4070.000 SQFT| 1.34000 5453.80| 1.30000 5291.00| Temporary Traffic Control Markings | | | 0220 705A030 1060.000 EACH| 5.92000 6275.20| 5.75000 6095.00| Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 725.000 EACH| 5.66000 4103.50| 5.50000 3987.50| Pavement Markers, Class A-H, Type 1-A | | | 0235 705A032 100.000 EACH| 5.93000 593.00| 5.75000 575.00| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 130.000 EACH| 5.92000 769.60| 5.75000 747.50| Pavement Markers, Class A-H, Type 2-D | | | 0250 730H001 4800.000 LF | 3.60000 17280.00| 3.50000 16800.00| Loop Wire | | | 0260 730I000 4200.000 LF | 2.06000 8652.00| 2.00000 8400.00| Shielded Loop Detector Home-Run Cable | | | 0270 740B000 2088.000 SQFT| 7.64000 15952.32| 12.00000 25056.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030328001 COUNTIES : CALHOUN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0283 740E000 260.000 EACH| 1.00000 260.00| 6.50000 1690.00| Cones (36 Inches High) | | | 0285 740M001 260.000 EACH| 1.00000 260.00| 4.00000 1040.00| Ballast For Cone | | | 0290 741C010 2.000 EACH| 1000.00000 2000.00| 3000.00000 6000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0300 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 74,000.00) | | | SECTION TOTALS | $ 1,516,046.24| $ 1,772,062.15| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,516,046.24| $ 1,772,062.15| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20030328002 COUNTIES : JACKSON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0002(506) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#2 (U.S.#72) from C.R.#33 in Hollywood to C.R.#42. Length 5.190 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 1,349,709.98 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 1,402,106.69 103.8821% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030328002 COUNTIES : JACKSON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |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 6336.000 GAL | 1.35000 8553.60| 1.50000 9504.00| Tack Coat | | | 0020 408A052 199905.000 SQYD| 0.49000 97953.45| 0.48300 96554.12| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 932.000 SQYD| 2.00000 1864.00| 4.30000 4007.60| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 410H000 1.000 EACH| 22990.00000 22990.00| 13000.00000 13000.00| Material Remixing Device | | | 0050 424A361 15732.000 TON | 41.40000 651304.80| 38.82000 610716.24| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A367 1453.000 TON | 40.00000 58120.00| 41.74000 60648.22| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B651 6161.000 TON | 31.50000 194071.50| 32.10000 197768.10| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B659 155.000 TON | 54.00000 8370.00| 33.98000 5266.90| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B662 755.000 TON | 31.95000 24122.25| 34.86000 26319.30| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 428C000 10455.000 LF | 0.50000 5227.50| 1.00000 10455.00| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0110 430B040 3031.000 TON | 13.98000 42373.38| 17.21000 52163.51| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030328002 COUNTIES : JACKSON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 35680.00000 35680.00| 45000.00000 45000.00| Mobilization | | | 0130 665F000 50.000 EACH| 5.00000 250.00| 10.00000 500.00| Hay Bales | | | 0140 665J000 150.000 LF | 5.00000 750.00| 10.00000 1500.00| Silt Fence, Type A | | | 0150 701C000 21.000 MILE| 340.00000 7140.00| 380.00000 7980.00| Broken Temporary Traffic Stripe | | | 0160 701C001 41.000 MILE| 360.00000 14760.00| 490.00000 20090.00| Solid Temporary Traffic Stripe | | | 0170 701G121 1090.000 LF | 1.75000 1907.50| 1.38000 1504.20| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G125 1090.000 LF | 3.25000 3542.50| 3.66000 3989.40| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G133 1090.000 LF | 3.25000 3542.50| 3.79000 4131.10| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H001 2180.000 LF | 0.50000 1090.00| 0.50000 1090.00| Solid Traffic Stripe Removed (Plastic) | | | 0210 701H006 1090.000 LF | 0.40000 436.00| 0.50000 545.00| Broken Traffic Stripe Removed (Plastic) | | | 0220 702A040 11.000 MILE| 1990.00000 21890.00| 1995.00000 21945.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 702A041 11.000 MILE| 3995.00000 43945.00| 3950.00000 43450.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0240 702A043 11.000 MILE| 3995.00000 43945.00| 3950.00000 43450.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0250 702B011 10500.000 LF | 1.30000 13650.00| 1.60000 16800.00| Dotted Profiled Traffic Stripe (6" Wide | | | 0260 703A002 4500.000 SQFT| 2.25000 10125.00| 2.25000 10125.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030328002 COUNTIES : JACKSON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 703B002 720.000 SQFT| 2.95000 2124.00| 3.50000 2520.00| Traffic Control Legends, Class 2, Type | | | 0280 705A030 28.000 EACH| 5.00000 140.00| 5.50000 154.00| Pavement Markers, Class A-H, Type 2-C | | | 0290 705A031 690.000 EACH| 5.00000 3450.00| 5.00000 3450.00| Pavement Markers, Class A-H, Type 1-A | | | 0300 740B000 1128.000 SQFT| 14.00000 15792.00| 10.00000 11280.00| Construction Signs | | | 0310 740D000 200.000 EACH| 20.00000 4000.00| 50.00000 10000.00| Channelizing Drums | | | 0320 740E000 200.000 EACH| 9.00000 1800.00| 20.00000 4000.00| Cones (36 Inches High) | | | 0330 740M001 200.000 EACH| 4.00000 800.00| 5.00000 1000.00| Ballast For Cone | | | 0340 741C010 2.000 EACH| 2000.00000 4000.00| 3000.00000 6000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0350 998A001 LUMP| 0.00000 0.00| 55200.00000 55200.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 55,200.00) | | | SECTION TOTALS | $ 1,349,709.98| $ 1,402,106.69| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,349,709.98| $ 1,402,106.69| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20030328003 COUNTIES : LAWRENCE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0020(501) for constructing the Resurfacing and Traffic Stripe on S.R.#20 (U.S.#72) from MP 56.7 at the east city limits of Hillsboro to MP 61.3 at the Morgan County line. Length - 4.567 SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,266,429.09 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 1,275,254.30 100.6969% 3 18031 ROGERS GROUP, INC. $ 1,416,413.68 111.8431% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030328003 COUNTIES : LAWRENCE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 19010 |( 3 ) 18031 |APAC-ALABAMA, INC. |SHELBY CONTRACTING 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 206C010 110.000 SQYD| 25.48000 2802.80| 5.00000 550.00| 30.00000 3300.00 Removing Concrete Driveway | | | 0020 305B060 3757.000 TON | 10.53000 39561.21| 11.20000 42078.40| 12.00000 45084.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0030 405A000 9824.000 GAL | 1.28000 12574.72| 0.90000 8841.60| 1.25000 12280.00 Tack Coat | | | 0040 408A051 3469.000 SQYD| 1.76000 6105.44| 1.00000 3469.00| 2.35000 8152.15 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 424A360 9005.000 TON | 35.20000 316976.00| 36.47000 328412.35| 40.00000 360200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A369 496.000 TON | 35.20000 17459.20| 32.07000 15906.72| 42.00000 20832.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B651 17980.000 TON | 26.56000 477548.80| 28.42000 510991.60| 30.00000 539400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B655 600.000 TON | 44.35000 26610.00| 28.62000 17172.00| 42.00000 25200.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B659 600.000 TON | 30.43000 18258.00| 28.62000 17172.00| 35.50000 21300.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B662 992.000 TON | 26.56000 26347.52| 28.62000 28391.04| 42.00000 41664.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B692 5284.000 TON | 31.01000 163856.84| 28.71000 151703.64| 30.41000 160686.44 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030328003 COUNTIES : LAWRENCE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 19010 |( 3 ) 18031 |APAC-ALABAMA, INC. |SHELBY CONTRACTING CO., INC |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 428C000 48034.000 LF | 0.10000 4803.40| 0.09840 4726.55| 0.25000 12008.50 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0130 600A000 LUMP| 17535.69000 17535.69| 10000.00000 10000.00| 22898.00000 22898.00 Mobilization | | | 0140 665F000 150.000 EACH| 5.59000 838.50| 4.00000 600.00| 5.00000 750.00 Hay Bales | | | 0150 665J000 500.000 LF | 2.93000 1465.00| 2.50000 1250.00| 3.50000 1750.00 Silt Fence, Type A | | | 0160 680A000 LUMP| 2095.95000 2095.95| 2750.00000 2750.00| 3500.00000 3500.00 Engineering Controls | | | 0170 701C000 18.000 MILE| 346.80000 6242.40| 340.00000 6120.00| 390.00000 7020.00 Broken Temporary Traffic Stripe | | | 0180 701C001 36.000 MILE| 367.20000 13219.20| 360.00000 12960.00| 450.00000 16200.00 Solid Temporary Traffic Stripe | | | 0190 701G121 101.000 LF | 2.04000 206.04| 2.00000 202.00| 8.29000 837.29 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G124 101.000 LF | 4.08000 412.08| 4.00000 404.00| 9.52000 961.52 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0210 701G133 101.000 LF | 4.08000 412.08| 4.00000 404.00| 11.05000 1116.05 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701H000 202.000 LF | 0.51000 103.02| 0.50000 101.00| 1.00000 202.00 Solid Traffic Stripe Removed (Paint) | | | 0230 701H006 101.000 LF | 0.51000 51.51| 0.50000 50.50| 1.00000 101.00 Broken Traffic Stripe Removed (Plastic) | | | 0240 702A040 9.000 MILE| 2034.90000 18314.10| 1995.00000 17955.00| 1995.00000 17955.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0250 702A041 9.000 MILE| 4074.90000 36674.10| 3995.00000 35955.00| 3999.00000 35991.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0260 702A043 9.000 MILE| 4074.90000 36674.10| 3995.00000 35955.00| 3999.00000 35991.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030328003 COUNTIES : LAWRENCE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 19010 |( 3 ) 18031 |APAC-ALABAMA, INC. |SHELBY CONTRACTING CO., INC |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 702B011 3690.000 LF | 1.53000 5645.70| 1.50000 5535.00| 2.00000 7380.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0280 703A002 402.000 SQFT| 2.55000 1025.10| 2.50000 1005.00| 2.50000 1005.00 Traffic Control Markings, Class 2, Type | | | A | | | 0290 703D001 216.000 SQFT| 1.28000 276.48| 1.25000 270.00| 1.30000 280.80 Temporary Traffic Control Markings | | | 0300 705A030 36.000 EACH| 5.10000 183.60| 5.00000 180.00| 5.75000 207.00 Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 603.000 EACH| 5.10000 3075.30| 5.00000 3015.00| 5.50000 3316.50 Pavement Markers, Class A-H, Type 1-A | | | 0320 740B000 807.000 SQFT| 10.62000 8570.34| 9.70000 7827.90| 7.49000 6044.43 Construction Signs | | | 0330 740D000 20.000 EACH| 0.01000 0.20| 65.00000 1300.00| 35.00000 700.00 Channelizing Drums | | | 0340 740E000 100.000 EACH| 0.01000 1.00| 10.00000 1000.00| 3.00000 300.00 Cones (36 Inches High) | | | 0350 740M001 100.000 EACH| 0.01000 1.00| 0.00000 0.00| 3.00000 300.00 Ballast For Cone | | | 0360 741C010 1.000 EACH| 502.67000 502.67| 1000.00000 1000.00| 1500.00000 1500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0370 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 68,100.00) | | | SECTION TOTALS | $ 1,266,429.09| $ 1,275,254.30| $ 1,416,413.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,266,429.09| $ 1,275,254.30| $ 1,416,413.68 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20030328005 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 220 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : IM-065-1(262) for constructing the Resurfacing, Traffic Stripe and Safety Improvements on I-65 from km 92.824 at S.R.#21 in Martinville to km 133.600 south of C.R.#6. Length 40.776 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 5,379,591.90 100.0000% 2 01018 APAC-ALABAMA, INC. $ 5,645,024.39 104.9341% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 6,271,813.41 116.5853% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030328005 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |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 201C000M LUMP| 400000.00000 400000.00| 300000.00000 300000.00| 381872.10000 381872.10 Clearing | | | 0020 206C002M 2501.000 M2 | 2.10000 5252.10| 3.85000 9628.85| 7.66000 19157.66 Removing Concrete Slope Paving | | | 0030 206D001M 2302.000 M | 3.00000 6906.00| 1.61000 3706.22| 3.28000 7550.56 Removing Guardrail | | | 0040 206D011M 30.000 M | 20.00000 600.00| 3.75000 112.50| 5.47000 164.10 Removing Fence | | | 0050 206E000M 104.000 EACH| 215.00000 22360.00| 150.00000 15600.00| 136.81000 14228.24 Removing Headwalls | | | 0060 206E008M 72.000 EACH| 92.00000 6624.00| 50.00000 3600.00| 100.69000 7249.68 Removing Guardrail End Anchor (All Type | | | 0070 210A000M 987.000 M3 | 8.80000 8685.60| 6.25000 6168.75| 9.83000 9702.21 Unclassified Excavation | | | 0080 210D012M 3666.000 M3 | 11.87000 43515.42| 14.00000 51324.00| 14.92000 54696.72 Borrow Excavation (A-2-4(0) Or A-4(0)) | | | 0090 214A000M 793.000 M3 | 10.00000 7930.00| 7.00000 5551.00| 14.38000 11403.34 Structure Excavation | | | 0100 214B000M 290.000 M3 | 20.00000 5800.00| 15.00000 4350.00| 16.42000 4761.80 Foundation Backfill, Local | | | 0110 214B001M 51.000 M3 | 100.00000 5100.00| 28.00000 1428.00| 57.24000 2919.24 Foundation Backfill, Commercial | | | 0120 405A000M 115800.000 L | 0.26000 30108.00| 0.30000 34740.00| 1.14000 132012.00 Tack Coat | | | 0123 408A010M 3193.000 M2 | 3.25000 10377.25| 7.00000 22351.00| 1.93000 6162.49 Planing Pavement Approximately 51-75 mm | | | Thick | | | 0125 410H000M 1.000 EACH| 25000.00000 25000.00| 50000.00000 50000.00| 60481.36000 60481.36 Material Remixing Device | | | 0130 420A011M 33020.000 MTON| 58.90000 1944878.00| 67.00000 2212340.00| 64.54000 2131110.80 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0133 424A280M 207.000 MTON| 48.46000 10031.22| 55.00000 11385.00| 64.06000 13260.42 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030328005 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 424A283M 50.000 MTON| 60.72000 3036.00| 80.00000 4000.00| 96.54000 4827.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range E| | | 0145 424A366M 13440.000 MTON| 41.49000 557625.60| 41.00000 551040.00| 41.89000 563001.60 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,12.5mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0146 424A367M 320.000 MTON| 41.95000 13424.00| 52.00000 16640.00| 49.99000 15996.80 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,19.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B281M 355.000 MTON| 39.40000 13987.00| 52.00000 18460.00| 53.87000 19123.85 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0170 428C000M 86141.000 M | 0.40000 34456.40| 0.27000 23258.07| 0.27000 23258.07 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0180 430B044M 14845.000 MTON| 22.00000 326590.00| 24.00000 356280.00| 34.48000 511855.60 Aggregate Surfacing (ALDOT #4) | | | 0190 502A000M 4881.000 KG | 1.50000 7321.50| 0.40000 1952.40| 1.64000 8004.84 Steel Reinforcement | | | 0200 505I000M 180.000 M2 | 100.00000 18000.00| 22.00000 3960.00| 109.45000 19701.00 Temporary Steel Sheet Piling | | | 0210 524B011M 55.000 M3 | 1310.00000 72050.00| 795.00000 43725.00| 1433.80000 78859.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0220 530A000M 24.000 M | 43.05000 1033.20| 54.00000 1296.00| 81.21000 1949.04 375 mm Roadway Pipe (Class 3 R.C.) | | | 0230 530A002M 13.000 M | 89.80000 1167.40| 77.00000 1001.00| 110.30000 1433.90 600 mm Roadway Pipe (Class 3 R.C.) | | | 0240 530A003M 4.000 M | 129.80000 519.20| 98.00000 392.00| 153.23000 612.92 750 mm Roadway Pipe (Class 3 R.C.) | | | 0250 530A004M 22.000 M | 169.18000 3721.96| 124.00000 2728.00| 186.07000 4093.54 900 mm Roadway Pipe (Class 3 R.C.) | | | 0260 530A005M 16.000 M | 210.98000 3375.68| 151.00000 2416.00| 240.79000 3852.64 1050 mm Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030328005 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 530A008M 16.000 M | 371.63000 5946.08| 261.00000 4176.00| 396.21000 6339.36 1500 mm Roadway Pipe (Class 3 R.C.) | | | 0280 530A100M 11.000 M | 43.05000 473.55| 55.00000 605.00| 94.13000 1035.43 375 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 530A101M 8.000 M | 59.05000 472.40| 61.00000 488.00| 103.98000 831.84 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0300 530A102M 28.000 M | 89.80000 2514.40| 78.00000 2184.00| 147.76000 4137.28 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0310 530A103M 33.000 M | 129.80000 4283.40| 98.00000 3234.00| 174.03000 5742.99 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530A104M 5.000 M | 169.18000 845.90| 145.00000 725.00| 213.43000 1067.15 900 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 530A105M 3.000 M | 210.98000 632.94| 151.00000 453.00| 246.26000 738.78 1050 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0340 530A106M 3.000 M | 266.58000 799.74| 258.00000 774.00| 404.97000 1214.91 1200 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0350 530B000M 62.000 M | 40.03000 2481.86| 81.00000 5022.00| 126.96000 7871.52 460 mm Span X 280 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0360 530B011M 125.000 M | 40.03000 5003.75| 81.00000 10125.00| 147.76000 18470.00 460 mm Span X 280 mm Rise Roadway Pipe | | | (Class 3 R.C.) (Extension) | | | 0370 535A080M 24.000 M | 59.05000 1417.20| 49.00000 1176.00| 112.73000 2705.52 450 mm Side Drain Pipe (Class 3 R.C.) | | | 0380 535A085M 33.000 M | 89.80000 2963.40| 78.00000 2574.00| 135.72000 4478.76 600 mm Side Drain Pipe (Class 3 R.C.) | | | 0390 535A087M 10.000 M | 169.18000 1691.80| 125.00000 1250.00| 204.67000 2046.70 900 mm Side Drain Pipe (Class 3 R.C.) | | | 0400 535B091M 8.000 M | 98.40000 787.20| 105.00000 840.00| 176.22000 1409.76 725 mm Span, 460 mm Rise Side Drain | | | Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030328005 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 600A000M LUMP| 149331.51000 149331.51| 227000.00000 227000.00| 290736.04000 290736.04 Mobilization | | | 0420 610C001M 262.000 MTON| 34.00000 8908.00| 36.00000 9432.00| 54.73000 14339.26 Loose Riprap, Class 2 | | | 0430 610D003M 200.000 M2 | 5.00000 1000.00| 2.00000 400.00| 4.16000 832.00 Filter Blanket, Geotextile | | | 0440 614A000M 493.000 M3 | 385.00000 189805.00| 330.00000 162690.00| 421.38000 207740.34 Slope Paving | | | 0450 619A001M 9.000 EACH| 475.00000 4275.00| 240.00000 2160.00| 519.89000 4679.01 375 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0460 619A002M 2.000 EACH| 500.00000 1000.00| 240.00000 480.00| 547.25000 1094.50 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0470 619A003M 12.000 EACH| 600.00000 7200.00| 475.00000 5700.00| 656.70000 7880.40 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0480 619A004M 1.000 EACH| 750.00000 750.00| 585.00000 585.00| 820.88000 820.88 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0490 619A005M 2.000 EACH| 900.00000 1800.00| 650.00000 1300.00| 985.06000 1970.12 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0500 619A054M 10.000 EACH| 1250.00000 12500.00| 1085.00000 10850.00| 1368.13000 13681.30 750 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0510 619A055M 5.000 EACH| 1400.00000 7000.00| 1320.00000 6600.00| 1532.30000 7661.50 900 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0520 619A056M 4.000 EACH| 1650.00000 6600.00| 1510.00000 6040.00| 1805.93000 7223.72 1050 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0530 619A059M 1.000 EACH| 2150.00000 2150.00| 1640.00000 1640.00| 2353.18000 2353.18 1500 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0540 619A101M 1.000 EACH| 500.00000 500.00| 360.00000 360.00| 547.25000 547.25 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030328005 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 619A127M 1.000 EACH| 900.00000 900.00| 875.00000 875.00| 985.05000 985.05 600 mm Side Drain Pipe End Treatment, | | | Class 2 | | | 0560 619A129M 1.000 EACH| 1350.00000 1350.00| 975.00000 975.00| 1477.58000 1477.58 900 mm Side Drain Pipe End Treatment, | | | Class 2 | | | 0570 619A227M 1.000 EACH| 1850.00000 1850.00| 1500.00000 1500.00| 2024.83000 2024.83 600 mm Roadway Pipe End Treatment, | | | Class 2 (Double Line) | | | 0580 619B015M 56.000 EACH| 450.00000 25200.00| 225.00000 12600.00| 492.53000 27581.68 460 mm Span, 280 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0590 619B067M 1.000 EACH| 900.00000 900.00| 715.00000 715.00| 985.05000 985.05 725 mm Span, 460 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 0600 620A000M 16.000 M3 | 1500.00000 24000.00| 640.00000 10240.00| 1641.75000 26268.00 Minor Structure Concrete | | | 0610 621A004M 1.000 EACH| 2500.00000 2500.00| 5200.00000 5200.00| 2736.26000 2736.26 Junction Boxes, Type 4 | | | 0620 621A030M 34.000 EACH| 1850.00000 62900.00| 2800.00000 95200.00| 2024.83000 68844.22 Junction Boxes, Type 1 Or 5 | | | 0630 621B004M 9.000 EACH| 750.00000 6750.00| 750.00000 6750.00| 820.88000 7387.92 Junction Box Units, Type 4 | | | 0640 621B015M 17.000 EACH| 500.00000 8500.00| 250.00000 4250.00| 547.25000 9303.25 Junction Box Units, Type 1 Or 5 | | | 0650 629D000M 4.000 M | 1750.00000 7000.00| 3000.00000 12000.00| 1915.38000 7661.52 Bridge Guardrail Retrofit, Type IC | | | 0660 629D001M 10.000 M | 1300.00000 13000.00| 3250.00000 32500.00| 1422.85000 14228.50 Bridge Guardrail Retrofit, Type C | | | 0670 630A001M 3742.000 M | 32.25000 120679.50| 32.80000 122737.60| 35.30000 132092.60 Steel Beam Guardrail, Class A, Type 2 | | | 0680 630C001M 26.000 EACH| 580.00000 15080.00| 500.00000 13000.00| 634.81000 16505.06 Guardrail End Anchor, Type 8 | | | 0690 630C003M 14.000 EACH| 985.00000 13790.00| 925.00000 12950.00| 1078.09000 15093.26 Guardrail End Anchor, Type 13 | | | 0700 630C050M 41.000 EACH| 1380.00000 56580.00| 1450.00000 59450.00| 1510.41000 61926.81 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030328005 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 630C070M 4.000 EACH| 1300.00000 5200.00| 1150.00000 4600.00| 1422.86000 5691.44 Guardrail End Anchor, Type 10 Series | | | 0720 635A000M 30.000 M | 20.00000 600.00| 7.00000 210.00| 10.73000 321.90 Woven Wire Fence | | | 0730 650A000M 3092.000 M3 | 10.00000 30920.00| 16.00000 49472.00| 16.88000 52192.96 Topsoil | | | 0740 650B000M 556.000 M3 | 5.00000 2780.00| 7.00000 3892.00| 12.81000 7122.36 Topsoil From Stockpiles | | | 0750 652A061M 9.000 HA | 1050.00000 9450.00| 1250.00000 11250.00| 1094.50000 9850.50 Seeding (Mix 3E) | | | 0760 654A001M 7563.000 M2 | 3.23000 24428.49| 3.25000 24579.75| 3.83000 28966.29 Solid Sodding (Bermuda) | | | 0770 656A000M 9.000 HA | 1050.00000 9450.00| 1100.00000 9900.00| 1094.50000 9850.50 Mulching, Class A, Type 1 | | | 0780 659A000M 750.000 M2 | 2.03000 1522.50| 2.10000 1575.00| 2.19000 1642.50 Erosion Control Netting, Class A | | | 0790 665A000M 9.000 HA | 864.50000 7780.50| 1050.00000 9450.00| 547.25000 4925.25 Temporary Seeding | | | 0800 665B000M 9.000 HA | 1050.00000 9450.00| 1000.00000 9000.00| 547.25000 4925.25 Temporary Mulching | | | 0810 665F000M 228.000 EACH| 7.00000 1596.00| 5.00000 1140.00| 6.03000 1374.84 Hay Bales | | | 0820 665G000M 285.000 EACH| 3.00000 855.00| 5.00000 1425.00| 5.25000 1496.25 Sand Bags | | | 0830 665I000M 2265.000 MTON| 34.00000 77010.00| 36.00000 81540.00| 31.14000 70532.10 Temporary Riprap, Class 2 | | | 0840 665J000M 4856.000 M | 9.19000 44626.64| 10.00000 48560.00| 9.16000 44480.96 Silt Fence, Type A | | | 0850 680A000M LUMP| 7500.00000 7500.00| 2250.00000 2250.00| 37559.60000 37559.60 Engineering Controls | | | 0860 701C002M 156.000 KM | 240.00000 37440.00| 240.00000 37440.00| 262.68000 40978.08 Broken Temporary Traffic Stripe (Paint) | | | 0870 701C003M 78.000 KM | 270.00000 21060.00| 270.00000 21060.00| 295.52000 23050.56 Solid Temporary Traffic Stripe (Paint) | | | 0880 701G121M 1014.000 M | 8.00000 8112.00| 8.00000 8112.00| 8.76000 8882.64 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030328005 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 701G125M 1014.000 M | 13.50000 13689.00| 13.50000 13689.00| 14.78000 14986.92 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0900 701G133M 1014.000 M | 13.50000 13689.00| 13.50000 13689.00| 14.78000 14986.92 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0910 701H001M 2028.000 M | 2.50000 5070.00| 2.50000 5070.00| 2.74000 5556.72 Solid Traffic Stripe Removed (Plastic) | | | 0920 701H006M 1014.000 M | 1.50000 1521.00| 1.50000 1521.00| 1.64000 1662.96 Broken Traffic Stripe Removed (Plastic) | | | 0930 702A040M 78.000 KM | 1320.00000 102960.00| 1320.00000 102960.00| 1444.74000 112689.72 Broken White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 0940 702A041M 78.000 KM | 2520.00000 196560.00| 2520.00000 196560.00| 2758.15000 215135.70 Solid White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 0950 702A043M 78.000 KM | 2700.00000 210600.00| 2700.00000 210600.00| 2955.16000 230502.48 Solid Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 0960 702B011M 3000.000 M | 6.00000 18000.00| 6.00000 18000.00| 6.57000 19710.00 Dotted Profiled Traffic Stripe (150 mm | | | Wide) | | | 0970 703A002M 226.000 M2 | 25.00000 5650.00| 25.00000 5650.00| 27.36000 6183.36 Traffic Control Markings, Class 2, Type | | | A | | | 0980 705A030M 844.000 EACH| 5.75000 4853.00| 5.75000 4853.00| 6.29000 5308.76 Pavement Markers, Class A-H, Type 2-C | | | 0990 705A031M 6000.000 EACH| 5.75000 34500.00| 5.75000 34500.00| 6.29000 37740.00 Pavement Markers, Class A-H, Type 1-A | | | 1000 705A032M 215.000 EACH| 5.75000 1236.25| 5.75000 1236.25| 6.29000 1352.35 Pavement Markers, Class A-H, Type 1-B | | | 1010 726A000M 300.000 M | 91.84000 27552.00| 100.00000 30000.00| 100.52000 30156.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1020 740B000M 273.000 M2 | 75.32000 20562.36| 82.00000 22386.00| 112.68000 30761.64 Construction Signs | | | 1030 740C000M 21.000 M2 | 80.00000 1680.00| 90.00000 1890.00| 112.67000 2366.07 Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030328005 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 740D000M 200.000 EACH| 50.00000 10000.00| 65.00000 13000.00| 52.34000 10468.00 Channelizing Drums | | | 1050 740E000M 500.000 EACH| 9.00000 4500.00| 9.25000 4625.00| 11.51000 5755.00 Cones (900 mm High) | | | 1060 740I005M 10.000 EACH| 350.00000 3500.00| 200.00000 2000.00| 272.57000 2725.70 Warning Lights, Type B (Detachable Head | | | 1070 740M001M 500.000 EACH| 5.00000 2500.00| 6.00000 3000.00| 7.56000 3780.00 Ballast For Cone | | | 1080 741C010M 2.000 EACH| 3500.00000 7000.00| 2250.00000 4500.00| 2326.21000 4652.42 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1090 742A001M 2.000 EACH| 10000.00000 20000.00| 5000.00000 10000.00| 16417.55000 32835.10 Portable Changeable Message Sign, Type | | | 1100 998A001M LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Optional Bid,Either | | | $0 Or $ 268,000.00) | | | 1110 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 | $ 5,379,591.90| $ 5,645,024.39| $ 6,271,813.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,379,591.90| $ 5,645,024.39| $ 6,271,813.41 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20030328020 COUNTIES : ETOWAH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0001(504) for constructing the Planing, Resurfacing, and Traffic STPAA-0291(500) Stripe on S.R.#1 (U.S.#431) from S.R.#74 (U.S.#278) to near S.R.#25 and on S.R.#291 from S.R.#759 to S.R.#1 (U.S.#431) in Gadsden. Length - 3.860 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,176,227.45 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,199,822.02 102.0060% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030328020 COUNTIES : ETOWAH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 4258.000 GAL | 1.50000 6387.00| 1.25000 5322.50| Tack Coat | | | 0020 408A052 139646.000 SQYD| 1.25000 174557.50| 0.95000 132663.70| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 700.000 SQYD| 5.00000 3500.00| 1.50000 1050.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 410H000 1.000 EACH| 11165.00000 11165.00| 40000.00000 40000.00| Material Remixing Device | | | 0050 424A361 11699.000 TON | 33.00000 386067.00| 38.13000 446082.87| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 500.000 TON | 33.00000 16500.00| 50.55000 25275.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 100.000 TON | 40.00000 4000.00| 80.07000 8007.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 98250.00000 98250.00| 70414.00000 70414.00| Mobilization | | | 0090 701C000 24.000 MILE| 390.00000 9360.00| 390.00000 9360.00| Broken Temporary Traffic Stripe | | | 0100 701C001 16.000 MILE| 520.00000 8320.00| 520.00000 8320.00| Solid Temporary Traffic Stripe | | | 0110 701G121 2370.000 LF | 1.33000 3152.10| 1.33000 3152.10| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0120 701G125 2370.000 LF | 3.40000 8058.00| 3.40000 8058.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0130 701G133 2370.000 LF | 3.53000 8366.10| 3.53000 8366.10| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030328020 COUNTIES : ETOWAH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701H001 4740.000 LF | 0.50000 2370.00| 0.50000 2370.00| Solid Traffic Stripe Removed (Plastic) | | | 0150 701H006 2370.000 LF | 0.50000 1185.00| 0.50000 1185.00| Broken Traffic Stripe Removed (Plastic) | | | 0160 702A040 12.000 MILE| 1995.00000 23940.00| 1995.00000 23940.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A041 2.000 MILE| 4500.00000 9000.00| 4500.00000 9000.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A042 2.000 MILE| 1995.00000 3990.00| 1995.00000 3990.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A043 4.000 MILE| 4500.00000 18000.00| 4500.00000 18000.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702B011 7500.000 LF | 2.00000 15000.00| 2.00000 15000.00| Dotted Profiled Traffic Stripe (6" Wide | | | 0210 703A002 4973.000 SQFT| 2.50000 12432.50| 2.50000 12432.50| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 946.000 SQFT| 3.50000 3311.00| 3.50000 3311.00| Traffic Control Legends, Class 2, Type | | | 0230 705A030 126.000 EACH| 5.75000 724.50| 5.75000 724.50| Pavement Markers, Class A-H, Type 2-C | | | 0240 705A031 982.000 EACH| 5.50000 5401.00| 5.50000 5401.00| Pavement Markers, Class A-H, Type 1-A | | | 0250 705A032 90.000 EACH| 5.50000 495.00| 5.50000 495.00| Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 120.000 EACH| 5.75000 690.00| 5.75000 690.00| Pavement Markers, Class A-H, Type 2-D | | | 0270 705A038 45.000 EACH| 5.75000 258.75| 5.75000 258.75| Pavement Markers, Class A-H, Type 2-E | | | 0280 730H001 41400.000 LF | 3.50000 144900.00| 3.50000 144900.00| Loop Wire | | | 0290 730I001 57400.000 LF | 2.50000 143500.00| 2.50000 143500.00| Loop Detector Lead-In-Cable | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030328020 COUNTIES : ETOWAH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 730K000 37.000 EACH| 275.00000 10175.00| 275.00000 10175.00| Traffic Signal Junction Box | | | 0310 740B000 1644.000 SQFT| 13.00000 21372.00| 7.50000 12330.00| Construction Signs | | | 0320 740D000 400.000 EACH| 40.00000 16000.00| 55.12000 22048.00| Channelizing Drums | | | 0350 741C010 4.000 EACH| 1450.00000 5800.00| 1000.00000 4000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0360 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 32,800.00) | | | SECTION TOTALS | $ 1,176,227.45| $ 1,199,822.02| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,176,227.45| $ 1,199,822.02| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20030328023 COUNTIES : MORGAN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0003(503) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#3 (U.S.#31) from MP 338.50 at Lacon to MP 340.00 just south of Falkville. Length 1.500 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 259,588.82 100.0000% 2 01018 APAC-ALABAMA, INC. $ 310,716.76 119.6957% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 312,880.65 120.5293% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030328023 COUNTIES : MORGAN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 07002 |SHELBY CONTRACTING 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 405A000 1420.000 GAL | 0.90000 1278.00| 1.36000 1931.20| 1.30000 1846.00 Tack Coat | | | 0020 408A052 47272.000 SQYD| 0.61000 28835.92| 0.78000 36872.16| 0.70000 33090.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 200.000 SQYD| 1.00000 200.00| 5.27000 1054.00| 2.00000 400.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A361 3800.000 TON | 33.96000 129048.00| 39.54000 150252.00| 36.15000 137370.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A367 760.000 TON | 31.98000 24304.80| 35.91000 27291.60| 36.15000 27474.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B659 35.000 TON | 31.91000 1116.85| 50.00000 1750.00| 60.00000 2100.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 430B040 1276.000 TON | 10.00000 12760.00| 6.26000 7987.76| 14.00000 17864.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0080 600A000 LUMP| 10000.00000 10000.00| 9855.80000 9855.80| 17710.00000 17710.00 Mobilization | | | 0090 701C000 6.000 MILE| 340.00000 2040.00| 346.80000 2080.80| 390.00000 2340.00 Broken Temporary Traffic Stripe | | | 0100 701C001 12.000 MILE| 360.00000 4320.00| 367.20000 4406.40| 480.00000 5760.00 Solid Temporary Traffic Stripe | | | 0110 702A040 3.000 MILE| 2000.00000 6000.00| 2040.00000 6120.00| 1995.00000 5985.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0120 702A041 3.000 MILE| 4000.00000 12000.00| 4080.00000 12240.00| 3999.00000 11997.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030328023 COUNTIES : MORGAN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 07002 |SHELBY CONTRACTING 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 702A043 3.000 MILE| 4000.00000 12000.00| 4080.00000 12240.00| 3999.00000 11997.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0140 702B011 2620.000 LF | 1.50000 3930.00| 1.53000 4008.60| 1.80000 4716.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0150 703A002 2629.000 SQFT| 2.25000 5915.25| 2.30000 6046.70| 2.25000 5915.25 Traffic Control Markings, Class 2, Type | | | A | | | 0160 705A030 168.000 EACH| 5.00000 840.00| 5.10000 856.80| 5.75000 966.00 Pavement Markers, Class A-H, Type 2-C | | | 0170 705A031 200.000 EACH| 5.00000 1000.00| 5.10000 1020.00| 5.50000 1100.00 Pavement Markers, Class A-H, Type 1-A | | | 0180 740B000 1000.000 SQFT| 2.00000 2000.00| 13.16000 13160.00| 7.85000 7850.00 Construction Signs | | | 0190 740D000 200.000 EACH| 0.00000 0.00| 37.08000 7416.00| 52.00000 10400.00 Channelizing Drums | | | 0200 740E000 200.000 EACH| 0.00000 0.00| 6.14000 1228.00| 10.00000 2000.00 Cones (36 Inches High) | | | 0210 740M001 200.000 EACH| 0.00000 0.00| 3.84000 768.00| 5.00000 1000.00 Ballast For Cone | | | 0220 741C010 2.000 EACH| 1000.00000 2000.00| 1065.47000 2130.94| 1500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0230 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 14,800.00) | | | SECTION TOTALS | $ 259,588.82| $ 310,716.76| $ 312,880.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 259,588.82| $ 310,716.76| $ 312,880.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20030328024 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-0003(504) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#3 (U.S.#31) from MP 64.774 to MP 68.723 in Brewton. Length - 3.949 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 1,020,784.75 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,108,412.55 108.5844% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030328024 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( ) |BULLARD EXCAVATING, 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 13700.000 GAL | 1.15000 15755.00| 1.00000 13700.00| Tack Coat | | | 0020 408A053 31403.000 SQYD| 0.45000 14131.35| 0.60000 18841.80| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0030 424A360 7390.000 TON | 35.71000 263896.90| 38.10000 281559.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424B651 15350.000 TON | 32.01000 491353.50| 36.00000 552600.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0050 424B655 50.000 TON | 50.00000 2500.00| 73.00000 3650.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B659 1000.000 TON | 30.00000 30000.00| 33.10000 33100.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 17500.00000 17500.00| 12000.00000 12000.00| Mobilization | | | 0080 650A000 5640.000 CUYD| 6.00000 33840.00| 6.40000 36096.00| Topsoil | | | 0090 652A061 9.000 ACRE| 385.00000 3465.00| 435.00000 3915.00| Seeding (Mix 3E) | | | 0100 656A000 9.000 ACRE| 380.00000 3420.00| 400.00000 3600.00| Mulching, Class A, Type 1 | | | 0110 665F000 912.000 EACH| 4.50000 4104.00| 5.00000 4560.00| Hay Bales | | | 0120 665J000 2664.000 LF | 3.25000 8658.00| 4.00000 10656.00| Silt Fence, Type A | | | 0130 666A001 9.000 ACRE| 10.00000 90.00| 50.00000 450.00| Pest Control Treatment | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030328024 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( ) |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 16.000 MILE| 400.00000 6400.00| 400.00000 6400.00| Broken Temporary Traffic Stripe | | | 0150 701C001 6.000 MILE| 450.00000 2700.00| 450.00000 2700.00| Solid Temporary Traffic Stripe | | | 0160 702A040 8.000 MILE| 2200.00000 17600.00| 2200.00000 17600.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A041 9.000 MILE| 4200.00000 37800.00| 4200.00000 37800.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A043 8.000 MILE| 4200.00000 33600.00| 4200.00000 33600.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702B011 6770.000 LF | 1.85000 12524.50| 1.85000 12524.50| Dotted Profiled Traffic Stripe (6" Wide | | | 0200 703A002 1174.000 SQFT| 3.50000 4109.00| 3.50000 4109.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 202.000 SQFT| 3.50000 707.00| 3.50000 707.00| Traffic Control Legends, Class 2, Type | | | 0220 703D001 977.000 SQFT| 2.00000 1954.00| 2.00000 1954.00| Temporary Traffic Control Markings | | | 0230 705A030 68.000 EACH| 5.75000 391.00| 5.75000 391.00| Pavement Markers, Class A-H, Type 2-C | | | 0240 705A031 530.000 EACH| 5.75000 3047.50| 5.75000 3047.50| Pavement Markers, Class A-H, Type 1-A | | | 0250 705A032 54.000 EACH| 5.75000 310.50| 5.75000 310.50| Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 135.000 EACH| 5.75000 776.25| 5.75000 776.25| Pavement Markers, Class A-H, Type 2-D | | | 0270 705A038 27.000 EACH| 5.75000 155.25| 5.75000 155.25| Pavement Markers, Class A-H, Type 2-E | | | 0280 740B000 791.000 SQFT| 6.00000 4746.00| 7.25000 5734.75| Construction Signs | | | 0290 740D000 100.000 EACH| 20.00000 2000.00| 35.00000 3500.00| Channelizing Drums | | | 0300 740E000 250.000 EACH| 10.00000 2500.00| 3.50000 875.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030328024 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( ) |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740M001 250.000 EACH| 1.00000 250.00| 2.00000 500.00| Ballast For Cone | | | 0320 741C010 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0330 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 56,100.00) | | | SECTION TOTALS | $ 1,020,784.75| $ 1,108,412.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,020,784.75| $ 1,108,412.55| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20030328027 COUNTIES : COVINGTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-CN03(907) for constructing the Roadway Lighting on the Andalusia Bypass (S.R.#55/U.S.#29/U.S.#84) in the city of Andalusia. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19014 SCARBOROUGH & ASSOCIATES, INC. $ 1,290,425.74 100.0000% 2 07004 GEORGIA ELECTRIC COMPANY $ 1,336,533.08 103.5730% 3 03078 CRIMSON ELECTRIC COMPANY, INC. $ 1,399,325.40 108.4390% 4 20003 TEMPLE ELECTRIC COMPANY, INC. $ 1,558,240.00 120.7539% 5 13098 MASTEC NORTH AMERICA, INC. $ 1,792,161.20 138.8814% 6 19060 STONE ELECTRIC COMPANY, INC. $ 1,998,784.00 154.8934% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030328027 COUNTIES : COVINGTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19014 |( 2 ) 07004 |( 3 ) 03078 |SCARBOROUGH & ASSOCIATES., |GEORGIA ELECTRIC COMPANY |CRIMSON ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 32000.00000 32000.00| 19181.59000 19181.59| 82500.00000 82500.00 Mobilization | | | 0020 740B000 1356.000 SQFT| 13.29000 18021.24| 10.87000 14739.72| 12.65000 17153.40 Construction Signs | | | 0030 740D000 50.000 EACH| 66.21000 3310.50| 63.94000 3197.00| 63.00000 3150.00 Channelizing Drums | | | 0040 740E000 50.000 EACH| 11.44000 572.00| 12.79000 639.50| 9.97000 498.50 Cones (36 Inches High) | | | 0050 740M001 50.000 EACH| 7.66000 383.00| 7.35000 367.50| 6.57000 328.50 Ballast For Cone | | | 0060 750R000 LUMP| 1236139.00000 1236139.00| 1298407.77000 1298407.77| 1295695.00000 1295695.00 Area Lighting System | | | 0070 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 104600.00) | | | SECTION TOTALS | $ 1,290,425.74| $ 1,336,533.08| $ 1,399,325.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,290,425.74| $ 1,336,533.08| $ 1,399,325.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030328027 COUNTIES : COVINGTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20003 |( 5 ) 13098 |( 6 ) 19060 |TEMPLE ELECTRIC COMPANY, IN |MASTEC NORTH AMERICA, INC. |STONE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 80000.00000 80000.00| 21820.00000 21820.00| 10000.00000 10000.00 Mobilization | | | 0020 740B000 1356.000 SQFT| 15.00000 20340.00| 20.20000 27391.20| 9.00000 12204.00 Construction Signs | | | 0030 740D000 50.000 EACH| 50.00000 2500.00| 110.00000 5500.00| 60.00000 3000.00 Channelizing Drums | | | 0040 740E000 50.000 EACH| 20.00000 1000.00| 30.00000 1500.00| 11.00000 550.00 Cones (36 Inches High) | | | 0050 740M001 50.000 EACH| 1.00000 50.00| 19.00000 950.00| 7.00000 350.00 Ballast For Cone | | | 0060 750R000 LUMP| 1454350.00000 1454350.00| 1735000.00000 1735000.00| 1868080.00000 1868080.00 Area Lighting System | | | 0070 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 104600.00000 104600.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 104600.00) | | | SECTION TOTALS | $ 1,558,240.00| $ 1,792,161.20| $ 1,998,784.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,558,240.00| $ 1,792,161.20| $ 1,998,784.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20030328028 COUNTIES : MARENGO WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0005(505) for constructing the Resurfacing and Traffic Stripe on S.R.#5 from MP 21.444 to MP 27.768 at Catherine. Length 6.324 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 620,046.70 100.0000% 2 01073 ASPHALT SUPPLY, L.L.C. $ 676,544.33 109.1118% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 720,062.93 116.1304% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030328028 COUNTIES : MARENGO WILCOX LETTING DATE : 03/28/03 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 209A000 2.000 EACH| 225.00000 450.00| 42.00000 84.00| 368.99000 737.98 Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 300.00000 300.00| 45.00000 45.00| 400.18000 400.18 Mailbox Reset, Double | | | 0030 305A000 2700.000 CUYD| 7.75000 20925.00| 5.50000 14850.00| 8.46000 22842.00 Borrow, Section 210, For Miscellaneous | | | Use | | | 0040 405A000 3057.000 GAL | 0.70000 2139.90| 2.05000 6266.85| 1.15000 3515.55 Tack Coat | | | 0050 424A361 7642.000 TON | 33.15000 253332.30| 36.50000 278933.00| 34.68000 265024.56 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A367 1600.000 TON | 34.15000 54640.00| 36.50000 58400.00| 38.57000 61712.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B655 400.000 TON | 48.00000 19200.00| 37.00000 14800.00| 76.77000 30708.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 3500.000 TON | 31.35000 109725.00| 36.18000 126630.00| 36.49000 127715.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B000 100.000 TON | 31.25000 3125.00| 55.00000 5500.00| 23.64000 2364.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0100 600A000 LUMP| 22100.00000 22100.00| 32500.00000 32500.00| 42571.30000 42571.30 Mobilization | | | 0110 652A054 4.000 ACRE| 400.00000 1600.00| 550.00000 2200.00| 588.85000 2355.40 Seeding (Mix 2A) | | | 0120 656A000 4.000 ACRE| 400.00000 1600.00| 450.00000 1800.00| 588.85000 2355.40 Mulching, Class A, Type 1 | | | 0130 665F000 200.000 EACH| 6.00000 1200.00| 5.15000 1030.00| 6.31000 1262.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030328028 COUNTIES : MARENGO WILCOX LETTING DATE : 03/28/03 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 665J000 800.000 LF | 3.50000 2800.00| 0.98000 784.00| 3.56000 2848.00 Silt Fence, Type A | | | 0150 701C002 10.000 MILE| 390.00000 3900.00| 422.00000 4220.00| 459.30000 4593.00 Broken Temporary Traffic Stripe (Paint) | | | 0160 701C003 16.000 MILE| 480.00000 7680.00| 519.00000 8304.00| 565.29000 9044.64 Solid Temporary Traffic Stripe (Paint) | | | 0170 702A041 13.000 MILE| 3999.00000 51987.00| 4323.00000 56199.00| 4709.60000 61224.80 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A042 5.000 MILE| 1995.00000 9975.00| 2157.00000 10785.00| 2349.50000 11747.50 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A043 8.000 MILE| 3999.00000 31992.00| 4323.00000 34584.00| 4709.60000 37676.80 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702B011 212.000 LF | 2.00000 424.00| 2.16000 457.92| 2.36000 500.32 Dotted Profiled Traffic Stripe (6" Wide | | | 0210 703A002 1165.000 SQFT| 2.50000 2912.50| 2.70000 3145.50| 2.94000 3425.10 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 72.000 SQFT| 3.50000 252.00| 3.78000 272.16| 4.12000 296.64 Traffic Control Legends, Class 2, Type | | | 0230 703D002 270.000 SQFT| 1.50000 405.00| 1.62000 437.40| 1.77000 477.90 Temporary Traffic Control Markings | | | (Paint) | | | 0240 703E002 72.000 SQFT| 1.50000 108.00| 1.62000 116.64| 1.77000 127.44 Temporary Traffic Control Legends | | | (Paint) | | | 0250 705A030 15.000 EACH| 5.75000 86.25| 6.22000 93.30| 6.77000 101.55 Pavement Markers, Class A-H, Type 2-C | | | 0260 705A032 490.000 EACH| 5.00000 2450.00| 5.41000 2650.90| 5.89000 2886.10 Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 608.000 EACH| 5.75000 3496.00| 6.22000 3781.76| 6.77000 4116.16 Pavement Markers, Class A-H, Type 2-D | | | 0280 705A038 145.000 EACH| 5.75000 833.75| 6.22000 901.90| 6.77000 981.65 Pavement Markers, Class A-H, Type 2-E | | | 0290 740B000 688.000 SQFT| 9.75000 6708.00| 6.50000 4472.00| 10.60000 7292.80 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030328028 COUNTIES : MARENGO WILCOX LETTING DATE : 03/28/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740E000 200.000 EACH| 8.00000 1600.00| 3.00000 600.00| 11.66000 2332.00 Cones (36 Inches High) | | | 0310 740M001 200.000 EACH| 5.00000 1000.00| 1.00000 200.00| 5.89000 1178.00 Ballast For Cone | | | 0320 740O000 1.000 EACH| 1100.00000 1100.00| 1500.00000 1500.00| 5649.16000 5649.16 Pilot Car | | | 0330 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 35,400.00) | | | SECTION TOTALS | $ 620,046.70| $ 676,544.33| $ 720,062.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 620,046.70| $ 676,544.33| $ 720,062.93 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0018(500) for constructing the Bridge Replacement and Approaches on S.R.#18 at Cut Bank Creek southwest of Vernon. Length 0.539 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 1,598,919.49 100.0000% 2 23071 WARRIOR CONSTRUCTORS, INC. $ 1,626,317.14 101.7135% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 1,670,665.65 104.4872% 4 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,670,982.74 104.5070% 5 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,671,358.89 104.5305% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 23071 |( 3 ) 18036 |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 42177.00000 42177.00| 35000.00000 35000.00| 28000.00000 28000.00 Clearing & Grubbing (Approximately 11 | | | ACRES) | | | 0020 206A000 LUMP| 8500.00000 8500.00| 55000.00000 55000.00| 46000.00000 46000.00 Removal Of Old Bridge, Station 59+52.18 | | | 0030 206B000 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 2600.00000 2600.00 Removal Of Old Box Culvert, Station | | | 74+50 | | | 0040 206D001 512.000 LF | 3.00000 1536.00| 0.50000 256.00| 2.75000 1408.00 Removing Guardrail | | | 0050 210A000 23228.000 CUYD| 3.00000 69684.00| 2.50000 58070.00| 4.55000 105687.40 Unclassified Excavation | | | 0060 210D011 20422.000 CUYD| 6.75000 137848.50| 5.75000 117426.50| 5.60000 114363.20 Borrow Excavation (A-4 or Better) | | | 0070 214A000 370.000 CUYD| 8.00000 2960.00| 6.00000 2220.00| 7.00000 2590.00 Structure Excavation | | | 0080 214B001 92.000 CUYD| 25.00000 2300.00| 25.00000 2300.00| 23.00000 2116.00 Foundation Backfill, Commercial | | | 0090 230A000 25.000 RBST| 450.00000 11250.00| 460.00000 11500.00| 250.00000 6250.00 Roadbed Processing | | | 0100 235A002 LUMP| 34136.00000 34136.00| 60000.00000 60000.00| 73000.00000 73000.00 Detour Bridge At Station 59+66 (STATE | | | FURNISHED) | | | 0110 301A222 11697.000 SQYD| 3.05000 35675.85| 3.05000 35675.85| 3.50000 40939.50 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0120 301A251 1107.000 SQYD| 5.30000 5867.10| 5.20000 5756.40| 6.00000 6642.00 Soil Aggregate Base Course, Type C, | | | Yard Mixed, 5.75" Compacted Thickness | | | 0130 305B060 300.000 TON | 20.00000 6000.00| 22.25000 6675.00| 24.00000 7200.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1" Down, | | | 0140 401A000 10101.000 SQYD| 0.49000 4949.49| 0.49000 4949.49| 0.55000 5555.55 Bituminous Treatment A | | | 0150 401B106 1107.000 SQYD| 4.50000 4981.50| 4.50000 4981.50| 4.80000 5313.60 Bituminous Treatment JG (With Polymer | | | Additive) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 23071 |( 3 ) 18036 |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 401B107 5018.000 SQYD| 3.00000 15054.00| 3.00000 15054.00| 4.00000 20072.00 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0170 405A000 612.000 GAL | 1.40000 856.80| 1.40000 856.80| 1.60000 979.20 Tack Coat | | | 0180 424A360 720.000 TON | 52.50000 37800.00| 52.50000 37800.00| 55.00000 39600.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424A363 50.000 TON | 95.20000 4760.00| 95.20000 4760.00| 97.50000 4875.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424A366 50.000 TON | 71.60000 3580.00| 71.60000 3580.00| 76.00000 3800.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424A369 50.000 TON | 70.25000 3512.50| 70.25000 3512.50| 78.00000 3900.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B651 2546.000 TON | 43.90000 111769.40| 43.90000 111769.40| 50.00000 127300.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424B655 50.000 TON | 91.30000 4565.00| 91.30000 4565.00| 97.00000 4850.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424B659 25.000 TON | 97.50000 2437.50| 97.50000 2437.50| 99.00000 2475.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B662 84.000 TON | 71.80000 6031.20| 71.80000 6031.20| 78.00000 6552.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 23071 |( 3 ) 18036 |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 424B682 377.000 TON | 45.20000 17040.40| 45.20000 17040.40| 48.00000 18096.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0270 424C371 50.000 TON | 66.10000 3305.00| 66.10000 3305.00| 91.00000 4550.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 450B000 107.000 SQYD| 75.00000 8025.00| 90.00000 9630.00| 60.00000 6420.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0290 502A000 17521.000 LB | 0.50000 8760.50| 0.60000 10512.60| 0.45000 7884.45 Steel Reinforcement | | | 0300 502B000 LUMP| 44150.00000 44150.00| 48000.00000 48000.00| 41000.00000 41000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 58+85, Approx. | | | 88,300 Lbs. | | | 0310 505A000 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 10x42) | | | 0315 505A002 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53) | | | 0320 505A004 1.000 EACH| 3000.00000 3000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 14x73) | | | 0330 505B055 1.000 EACH| 5000.00000 5000.00| 1000.00000 1000.00| 2000.00000 2000.00 Static Loading Tests (HP 10x42) | | | 0335 505B057 1.000 EACH| 6000.00000 6000.00| 1000.00000 1000.00| 2000.00000 2000.00 Static Loading Tests (HP 12x53) | | | 0340 505B059 1.000 EACH| 7000.00000 7000.00| 1000.00000 1000.00| 2000.00000 2000.00 Static Loading Tests (HP 14x73) | | | 0350 505B085 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 2000.00000 2000.00 Dynamic Loading Tests (HP 10x42) | | | 0355 505B087 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 2000.00000 2000.00 Dynamic Loading Tests (HP 12x53) | | | 0360 505B089 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 2000.00000 2000.00 Dynamic Loading Tests (HP 14x73) | | | 0370 505M000 850.000 LF | 21.50000 18275.00| 19.00000 16150.00| 21.50000 18275.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -5 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 23071 |( 3 ) 18036 |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0375 505M002 1020.000 LF | 22.75000 23205.00| 21.00000 21420.00| 24.00000 24480.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0380 505M004 1420.000 LF | 26.50000 37630.00| 24.00000 34080.00| 28.00000 39760.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0390 508A000 1400.000 LB | 2.50000 3500.00| 6.00000 8400.00| 3.80000 5320.00 Structural Steel | | | 0400 510A000 97.000 CUYD| 325.00000 31525.00| 500.00000 48500.00| 480.00000 46560.00 Bridge Substructure Concrete, Class A | | | 0410 510C051 LUMP| 148700.00000 148700.00| 135000.00000 135000.00| 120000.00000 120000.00 Bridge Concrete Superstructure, Station | | | 58+85, Approx. 338 Cu. Yds. | | | 0420 510E000 1080.000 SQYD| 3.00000 3240.00| 2.10000 2268.00| 2.80000 3024.00 Grooving Concrete Bridge Decks | | | 0430 511A001 72.000 EACH| 100.00000 7200.00| 85.00000 6120.00| 105.00000 7560.00 Elastomeric Bearings, Type 2 | | | 0440 513B003 1589.000 LF | 59.00000 93751.00| 70.00000 111230.00| 54.00000 85806.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0450 524B011 83.000 CUYD| 350.00000 29050.00| 750.00000 62250.00| 670.00000 55610.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0460 530A601 98.000 LF | 20.00000 1960.00| 25.00000 2450.00| 29.50000 2891.00 18" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0470 535A003 440.000 LF | 43.00000 18920.00| 25.00000 11000.00| 71.00000 31240.00 30" Side Drain Pipe | | | 0480 535A301 16.000 LF | 24.00000 384.00| 40.00000 640.00| 42.00000 672.00 18" Side Drain Pipe (Extension) | | | 0490 600A000 LUMP| 77340.00000 77340.00| 140000.00000 140000.00| 83000.00000 83000.00 Mobilization | | | 0500 601A000 1.000 EACH| 9000.00000 9000.00| 4500.00000 4500.00| 15000.00000 15000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0510 602A000 4.000 EACH| 125.00000 500.00| 100.00000 400.00| 125.00000 500.00 Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -6 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 23071 |( 3 ) 18036 |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 602C000 4.000 EACH| 150.00000 600.00| 125.00000 500.00| 125.00000 500.00 Permanent Easement Marker | | | 0530 606A000 300.000 LF | 10.00000 3000.00| 8.00000 2400.00| 12.50000 3750.00 6" Underdrain Pipe | | | 0540 610C001 1716.000 TON | 24.00000 41184.00| 25.00000 42900.00| 27.00000 46332.00 Loose Riprap, Class 2 | | | 0550 610D000 1330.000 SQYD| 2.20000 2926.00| 3.00000 3990.00| 4.25000 5652.50 Filter Blanket | | | 0560 619A101 4.000 EACH| 555.00000 2220.00| 550.00000 2200.00| 625.00000 2500.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619A103 8.000 EACH| 816.00000 6528.00| 680.00000 5440.00| 780.00000 6240.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0580 620A000 1.000 CUYD| 1000.00000 1000.00| 2000.00000 2000.00| 600.00000 600.00 Minor Structure Concrete | | | 0590 630A001 700.000 LF | 11.50000 8050.00| 12.00000 8400.00| 15.75000 11025.00 Steel Beam Guardrail, Class A, Type 2 | | | 0600 630C003 8.000 EACH| 1100.00000 8800.00| 950.00000 7600.00| 1100.00000 8800.00 Guardrail End Anchor, Type 13 | | | 0610 630C050 4.000 EACH| 1650.00000 6600.00| 1500.00000 6000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 20 Series | | | 0620 630C070 8.000 EACH| 1250.00000 10000.00| 1300.00000 10400.00| 1125.00000 9000.00 Guardrail End Anchor, Type 10 Series | | | 0630 637A000 360.000 LF | 5.00000 1800.00| 5.00000 1800.00| 6.00000 2160.00 Fence Reset | | | 0640 650A000 2943.000 CUYD| 5.85000 17216.55| 4.00000 11772.00| 6.00000 17658.00 Topsoil | | | 0650 650B000 3183.000 CUYD| 3.40000 10822.20| 3.00000 9549.00| 4.75000 15119.25 Topsoil From Stockpiles | | | 0660 651B000 14.000 TON | 45.00000 630.00| 45.00000 630.00| 48.00000 672.00 Agricultural Limestone | | | 0670 652A050 3.000 ACRE| 800.00000 2400.00| 800.00000 2400.00| 850.00000 2550.00 Seeding (Mix 1A) | | | 0680 652A053 3.000 ACRE| 800.00000 2400.00| 800.00000 2400.00| 850.00000 2550.00 Seeding (Mix 1E) | | | 0690 652B050 1.000 ACRE| 600.00000 600.00| 600.00000 600.00| 650.00000 650.00 Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -7 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 23071 |( 3 ) 18036 |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 652C000 7.000 ACRE| 45.00000 315.00| 45.00000 315.00| 50.00000 350.00 Mowing | | | 0710 652D050 1.000 ACRE| 1000.00000 1000.00| 1000.00000 1000.00| 1050.00000 1050.00 Seeding In Stubble (Mix 1A) | | | 0720 654A000 216.000 SQYD| 5.00000 1080.00| 5.00000 1080.00| 5.50000 1188.00 Solid Sodding | | | 0730 656A000 7.000 ACRE| 400.00000 2800.00| 400.00000 2800.00| 450.00000 3150.00 Mulching, Class A, Type 1 | | | 0740 659A001 200.000 SQYD| 2.00000 400.00| 2.00000 400.00| 2.25000 450.00 Erosion Control Netting, Class B | | | 0750 665A000 3.000 ACRE| 500.00000 1500.00| 500.00000 1500.00| 550.00000 1650.00 Temporary Seeding | | | 0760 665B000 3.000 ACRE| 500.00000 1500.00| 500.00000 1500.00| 550.00000 1650.00 Temporary Mulching | | | 0770 665F000 264.000 EACH| 6.00000 1584.00| 5.00000 1320.00| 6.00000 1584.00 Hay Bales | | | 0780 665I000 1500.000 TON | 24.00000 36000.00| 22.00000 33000.00| 32.00000 48000.00 Temporary Riprap, Class 2 | | | 0790 665J000 10184.000 LF | 3.00000 30552.00| 2.50000 25460.00| 5.75000 58558.00 Silt Fence, Type A | | | 0800 665K000 800.000 CUYD| 6.50000 5200.00| 7.00000 5600.00| 5.00000 4000.00 Drainage Sump Excavation | | | 0810 665L000 1100.000 LF | 8.50000 9350.00| 27.00000 29700.00| 12.50000 13750.00 Floating Basin Boom | | | 0820 666A001 7.000 ACRE| 30.00000 210.00| 30.00000 210.00| 30.00000 210.00 Pest Control Treatment | | | 0830 680A000 LUMP| 48000.00000 48000.00| 40000.00000 40000.00| 43000.00000 43000.00 Engineering Controls | | | 0840 701C002 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 760.00000 760.00 Broken Temporary Traffic Stripe (Paint) | | | 0850 701C003 6.000 MILE| 1000.00000 6000.00| 1000.00000 6000.00| 760.00000 4560.00 Solid Temporary Traffic Stripe (Paint) | | | 0860 701D008 2.000 MILE| 3000.00000 6000.00| 3000.00000 6000.00| 1800.00000 3600.00 Solid Traffic Stripe Removed (Plastic) | | | 0870 701D015 1.000 MILE| 1900.00000 1900.00| 1900.00000 1900.00| 1600.00000 1600.00 Broken Traffic Stripe Removed (Plastic) | | | 0880 701G125 540.000 LF | 5.00000 2700.00| 5.00000 2700.00| 4.50000 2430.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -8 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 23071 |( 3 ) 18036 |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 701G129 270.000 LF | 5.00000 1350.00| 5.00000 1350.00| 4.00000 1080.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0900 701G133 270.000 LF | 4.00000 1080.00| 4.00000 1080.00| 6.50000 1755.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0910 702A041 2.000 MILE| 8000.00000 16000.00| 8000.00000 16000.00| 5200.00000 10400.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0920 702A042 1.000 MILE| 5000.00000 5000.00| 5000.00000 5000.00| 2750.00000 2750.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0930 702A043 1.000 MILE| 8000.00000 8000.00| 8000.00000 8000.00| 5200.00000 5200.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0940 703A002 54.000 SQFT| 10.00000 540.00| 10.00000 540.00| 5.50000 297.00 Traffic Control Markings, Class 2, Type | | | A | | | 0950 705A023 61.000 EACH| 8.00000 488.00| 8.00000 488.00| 10.50000 640.50 Pavement Markers, Class C, Type 2-D | | | 0960 705A032 20.000 EACH| 8.00000 160.00| 8.00000 160.00| 10.50000 210.00 Pavement Markers, Class A-H, Type 1-B | | | 0970 705A037 55.000 EACH| 8.00000 440.00| 8.00000 440.00| 10.50000 577.50 Pavement Markers, Class A-H, Type 2-D | | | 0980 740B000 513.000 SQFT| 7.00000 3591.00| 7.00000 3591.00| 10.00000 5130.00 Construction Signs | | | 0990 740D000 50.000 EACH| 65.00000 3250.00| 55.00000 2750.00| 70.00000 3500.00 Channelizing Drums | | | 1000 740E000 20.000 EACH| 10.00000 200.00| 25.00000 500.00| 35.00000 700.00 Cones (36 Inches High) | | | 1010 740F002 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| 500.00000 4000.00 Barricades, Type III | | | 1020 740I005 2.000 EACH| 250.00000 500.00| 365.00000 730.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | 1030 740L005 82.000 EACH| 30.00000 2460.00| 32.00000 2624.00| 25.00000 2050.00 Vertical Panel, Type I (Double-Sided) | | | 1040 740M001 20.000 EACH| 5.00000 100.00| 6.25000 125.00| 8.00000 160.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -9 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 23071 |( 3 ) 18036 |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 998A001 LUMP| 97300.00000 97300.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 97,300.00) | | | 1060 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,598,919.49| $ 1,626,317.14| $ 1,670,665.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,598,919.49| $ 1,626,317.14| $ 1,670,665.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -10 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 01007 |( ) |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 50000.00000 50000.00| 64000.00000 64000.00| Clearing & Grubbing (Approximately 11 | | | ACRES) | | | 0020 206A000 LUMP| 40000.00000 40000.00| 100000.00000 100000.00| Removal Of Old Bridge, Station 59+52.18 | | | 0030 206B000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| Removal Of Old Box Culvert, Station | | | 74+50 | | | 0040 206D001 512.000 LF | 0.50000 256.00| 1.00000 512.00| Removing Guardrail | | | 0050 210A000 23228.000 CUYD| 3.65000 84782.20| 3.50000 81298.00| Unclassified Excavation | | | 0060 210D011 20422.000 CUYD| 5.17000 105581.74| 4.75000 97004.50| Borrow Excavation (A-4 or Better) | | | 0070 214A000 370.000 CUYD| 10.52000 3892.40| 6.00000 2220.00| Structure Excavation | | | 0080 214B001 92.000 CUYD| 37.48000 3448.16| 30.00000 2760.00| Foundation Backfill, Commercial | | | 0090 230A000 25.000 RBST| 460.00000 11500.00| 250.00000 6250.00| Roadbed Processing | | | 0100 235A002 LUMP| 51933.22000 51933.22| 70000.00000 70000.00| Detour Bridge At Station 59+66 (STATE | | | FURNISHED) | | | 0110 301A222 11697.000 SQYD| 3.05000 35675.85| 3.05000 35675.85| Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0120 301A251 1107.000 SQYD| 5.20000 5756.40| 5.20000 5756.40| Soil Aggregate Base Course, Type C, | | | Yard Mixed, 5.75" Compacted Thickness | | | 0130 305B060 300.000 TON | 22.25000 6675.00| 22.25000 6675.00| Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1" Down, | | | 0140 401A000 10101.000 SQYD| 0.49000 4949.49| 0.49000 4949.49| Bituminous Treatment A | | | 0150 401B106 1107.000 SQYD| 4.50000 4981.50| 4.50000 4981.50| Bituminous Treatment JG (With Polymer | | | Additive) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -11 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 01007 |( ) |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 401B107 5018.000 SQYD| 3.00000 15054.00| 3.00000 15054.00| Bituminous Treatment KG (With Polymer | | | Additive) | | | 0170 405A000 612.000 GAL | 1.40000 856.80| 1.40000 856.80| Tack Coat | | | 0180 424A360 720.000 TON | 52.50000 37800.00| 52.50000 37800.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424A363 50.000 TON | 95.20000 4760.00| 95.20000 4760.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424A366 50.000 TON | 71.60000 3580.00| 71.60000 3580.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424A369 50.000 TON | 70.25000 3512.50| 70.25000 3512.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B651 2546.000 TON | 43.90000 111769.40| 43.90000 111769.40| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424B655 50.000 TON | 91.30000 4565.00| 91.30000 4565.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424B659 25.000 TON | 97.50000 2437.50| 97.50000 2437.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B662 84.000 TON | 71.80000 6031.20| 71.80000 6031.20| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -12 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 01007 |( ) |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 424B682 377.000 TON | 45.20000 17040.40| 45.20000 17040.40| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0270 424C371 50.000 TON | 66.10000 3305.00| 66.10000 3305.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 450B000 107.000 SQYD| 64.75000 6928.25| 65.00000 6955.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0290 502A000 17521.000 LB | 0.40000 7008.40| 0.50000 8760.50| Steel Reinforcement | | | 0300 502B000 LUMP| 35000.00000 35000.00| 45000.00000 45000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 58+85, Approx. | | | 88,300 Lbs. | | | 0310 505A000 1.000 EACH| 2250.00000 2250.00| 1500.00000 1500.00| Steel Test Piles (HP 10x42) | | | 0315 505A002 1.000 EACH| 2778.16000 2778.16| 1750.00000 1750.00| Steel Test Piles (HP 12x53) | | | 0320 505A004 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| Steel Test Piles (HP 14x73) | | | 0330 505B055 1.000 EACH| 1672.31000 1672.31| 5000.00000 5000.00| Static Loading Tests (HP 10x42) | | | 0335 505B057 1.000 EACH| 1672.31000 1672.31| 5000.00000 5000.00| Static Loading Tests (HP 12x53) | | | 0340 505B059 1.000 EACH| 1672.31000 1672.31| 5000.00000 5000.00| Static Loading Tests (HP 14x73) | | | 0350 505B085 1.000 EACH| 406.04000 406.04| 500.00000 500.00| Dynamic Loading Tests (HP 10x42) | | | 0355 505B087 1.000 EACH| 406.04000 406.04| 500.00000 500.00| Dynamic Loading Tests (HP 12x53) | | | 0360 505B089 1.000 EACH| 406.04000 406.04| 500.00000 500.00| Dynamic Loading Tests (HP 14x73) | | | 0370 505M000 850.000 LF | 20.66000 17561.00| 22.00000 18700.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -13 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 01007 |( ) |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0375 505M002 1020.000 LF | 21.35000 21777.00| 24.00000 24480.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0380 505M004 1420.000 LF | 27.29000 38751.80| 28.00000 39760.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0390 508A000 1400.000 LB | 3.00000 4200.00| 3.00000 4200.00| Structural Steel | | | 0400 510A000 97.000 CUYD| 625.00000 60625.00| 200.00000 19400.00| Bridge Substructure Concrete, Class A | | | 0410 510C051 LUMP| 161000.00000 161000.00| 160000.00000 160000.00| Bridge Concrete Superstructure, Station | | | 58+85, Approx. 338 Cu. Yds. | | | 0420 510E000 1080.000 SQYD| 2.23000 2408.40| 3.00000 3240.00| Grooving Concrete Bridge Decks | | | 0430 511A001 72.000 EACH| 75.00000 5400.00| 150.00000 10800.00| Elastomeric Bearings, Type 2 | | | 0440 513B003 1589.000 LF | 60.00000 95340.00| 80.00000 127120.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0450 524B011 83.000 CUYD| 816.63000 67780.29| 350.00000 29050.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0460 530A601 98.000 LF | 27.85000 2729.30| 20.00000 1960.00| 18" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0470 535A003 440.000 LF | 34.61000 15228.40| 33.00000 14520.00| 30" Side Drain Pipe | | | 0480 535A301 16.000 LF | 31.39000 502.24| 25.00000 400.00| 18" Side Drain Pipe (Extension) | | | 0490 600A000 LUMP| 190000.00000 190000.00| 147500.00000 147500.00| Mobilization | | | 0500 601A000 1.000 EACH| 10650.00000 10650.00| 5000.00000 5000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0510 602A000 4.000 EACH| 102.44000 409.76| 100.00000 400.00| Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -14 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 01007 |( ) |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 602C000 4.000 EACH| 112.43000 449.72| 100.00000 400.00| Permanent Easement Marker | | | 0530 606A000 300.000 LF | 12.28000 3684.00| 13.00000 3900.00| 6" Underdrain Pipe | | | 0540 610C001 1716.000 TON | 18.92000 32466.72| 18.00000 30888.00| Loose Riprap, Class 2 | | | 0550 610D000 1330.000 SQYD| 1.03000 1369.90| 1.50000 1995.00| Filter Blanket | | | 0560 619A101 4.000 EACH| 650.00000 2600.00| 300.00000 1200.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619A103 8.000 EACH| 950.00000 7600.00| 600.00000 4800.00| 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0580 620A000 1.000 CUYD| 650.00000 650.00| 1000.00000 1000.00| Minor Structure Concrete | | | 0590 630A001 700.000 LF | 12.00000 8400.00| 15.50000 10850.00| Steel Beam Guardrail, Class A, Type 2 | | | 0600 630C003 8.000 EACH| 950.00000 7600.00| 1050.00000 8400.00| Guardrail End Anchor, Type 13 | | | 0610 630C050 4.000 EACH| 1500.00000 6000.00| 1200.00000 4800.00| Guardrail End Anchor, Type 20 Series | | | 0620 630C070 8.000 EACH| 1300.00000 10400.00| 1100.00000 8800.00| Guardrail End Anchor, Type 10 Series | | | 0630 637A000 360.000 LF | 5.10000 1836.00| 5.00000 1800.00| Fence Reset | | | 0640 650A000 2943.000 CUYD| 6.76000 19894.68| 4.75000 13979.25| Topsoil | | | 0650 650B000 3183.000 CUYD| 5.51000 17538.33| 3.00000 9549.00| Topsoil From Stockpiles | | | 0660 651B000 14.000 TON | 37.10000 519.40| 45.00000 630.00| Agricultural Limestone | | | 0670 652A050 3.000 ACRE| 477.00000 1431.00| 800.00000 2400.00| Seeding (Mix 1A) | | | 0680 652A053 3.000 ACRE| 477.00000 1431.00| 800.00000 2400.00| Seeding (Mix 1E) | | | 0690 652B050 1.000 ACRE| 397.50000 397.50| 600.00000 600.00| Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -15 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 01007 |( ) |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 652C000 7.000 ACRE| 10.00000 70.00| 45.00000 315.00| Mowing | | | 0710 652D050 1.000 ACRE| 477.00000 477.00| 1000.00000 1000.00| Seeding In Stubble (Mix 1A) | | | 0720 654A000 216.000 SQYD| 4.00000 864.00| 5.00000 1080.00| Solid Sodding | | | 0730 656A000 7.000 ACRE| 424.00000 2968.00| 400.00000 2800.00| Mulching, Class A, Type 1 | | | 0740 659A001 200.000 SQYD| 1.43000 286.00| 2.00000 400.00| Erosion Control Netting, Class B | | | 0750 665A000 3.000 ACRE| 397.50000 1192.50| 500.00000 1500.00| Temporary Seeding | | | 0760 665B000 3.000 ACRE| 424.00000 1272.00| 500.00000 1500.00| Temporary Mulching | | | 0770 665F000 264.000 EACH| 6.36000 1679.04| 6.00000 1584.00| Hay Bales | | | 0780 665I000 1500.000 TON | 18.68000 28020.00| 22.00000 33000.00| Temporary Riprap, Class 2 | | | 0790 665J000 10184.000 LF | 2.76000 28107.84| 3.00000 30552.00| Silt Fence, Type A | | | 0800 665K000 800.000 CUYD| 10.75000 8600.00| 6.00000 4800.00| Drainage Sump Excavation | | | 0810 665L000 1100.000 LF | 11.59000 12749.00| 15.00000 16500.00| Floating Basin Boom | | | 0820 666A001 7.000 ACRE| 35.00000 245.00| 30.00000 210.00| Pest Control Treatment | | | 0830 680A000 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| Engineering Controls | | | 0840 701C002 1.000 MILE| 450.00000 450.00| 750.00000 750.00| Broken Temporary Traffic Stripe (Paint) | | | 0850 701C003 6.000 MILE| 450.00000 2700.00| 750.00000 4500.00| Solid Temporary Traffic Stripe (Paint) | | | 0860 701D008 2.000 MILE| 2500.00000 5000.00| 1750.00000 3500.00| Solid Traffic Stripe Removed (Plastic) | | | 0870 701D015 1.000 MILE| 2500.00000 2500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0880 701G125 540.000 LF | 2.09000 1128.60| 4.20000 2268.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -16 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 01007 |( ) |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 701G129 270.000 LF | 2.18000 588.60| 3.50000 945.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0900 701G133 270.000 LF | 2.18000 588.60| 5.68000 1533.60| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0910 702A041 2.000 MILE| 4500.00000 9000.00| 5000.00000 10000.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0920 702A042 1.000 MILE| 4500.00000 4500.00| 2500.00000 2500.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0930 702A043 1.000 MILE| 4500.00000 4500.00| 5000.00000 5000.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0940 703A002 54.000 SQFT| 2.30000 124.20| 5.00000 270.00| Traffic Control Markings, Class 2, Type | | | A | | | 0950 705A023 61.000 EACH| 6.00000 366.00| 10.00000 610.00| Pavement Markers, Class C, Type 2-D | | | 0960 705A032 20.000 EACH| 6.00000 120.00| 10.00000 200.00| Pavement Markers, Class A-H, Type 1-B | | | 0970 705A037 55.000 EACH| 6.00000 330.00| 10.00000 550.00| Pavement Markers, Class A-H, Type 2-D | | | 0980 740B000 513.000 SQFT| 7.42000 3806.46| 10.00000 5130.00| Construction Signs | | | 0990 740D000 50.000 EACH| 58.30000 2915.00| 75.00000 3750.00| Channelizing Drums | | | 1000 740E000 20.000 EACH| 10.00000 200.00| 15.00000 300.00| Cones (36 Inches High) | | | 1010 740F002 8.000 EACH| 159.00000 1272.00| 200.00000 1600.00| Barricades, Type III | | | 1020 740I005 2.000 EACH| 386.90000 773.80| 500.00000 1000.00| Warning Lights, Type B (Detachable Head | | | 1030 740L005 82.000 EACH| 33.92000 2781.44| 45.00000 3690.00| Vertical Panel, Type I (Double-Sided) | | | 1040 740M001 20.000 EACH| 6.63000 132.60| 7.00000 140.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 029 -17 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030328029 COUNTIES : LAMAR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03001 |( 5 ) 01007 |( ) |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 97,300.00) | | | 1060 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,670,982.74| $ 1,671,358.89| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,670,982.74| $ 1,671,358.89| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20030328031 COUNTIES : LAUDERDALE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0020(500) for constructing the Resurfacing and Traffic Stripe on S.R.#20 from the south end of the Burcham Creek bridge to S.R.#133 west of Florence. Length 3.943 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 954,813.23 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,017,753.54 106.5919% 3 19074 S & M EQUIPMENT CO., INC. $ 1,021,498.85 106.9842% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030328031 COUNTIES : LAUDERDALE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01018 |( 3 ) 19074 |ROGERS GROUP, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 2750.000 TON | 12.00000 33000.00| 12.10000 33275.00| 11.00000 30250.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 405A000 3910.000 GAL | 1.25000 4887.50| 1.00000 3910.00| 1.25000 4887.50 Tack Coat | | | 0030 424A360 6975.000 TON | 36.50000 254587.50| 37.77000 263445.75| 37.00000 258075.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 160.000 TON | 45.00000 7200.00| 43.64000 6982.40| 45.00000 7200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 17017.000 TON | 27.50000 467967.50| 30.88000 525484.96| 30.00000 510510.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 500.000 TON | 33.50000 16750.00| 53.14000 26570.00| 45.00000 22500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 500.000 TON | 33.00000 16500.00| 37.49000 18745.00| 38.00000 19000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 320.000 TON | 39.50000 12640.00| 41.68000 13337.60| 38.00000 12160.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428C000 45816.000 LF | 0.20000 9163.20| 0.12000 5497.92| 0.25000 11454.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 15805.00000 15805.00| 13501.23000 13501.23| 25000.00000 25000.00 Mobilization | | | 0110 701A028 1.000 MILE| 2500.00000 2500.00| 2550.00000 2550.00| 2750.00000 2750.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030328031 COUNTIES : LAUDERDALE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01018 |( 3 ) 19074 |ROGERS GROUP, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701C000 10.000 MILE| 390.00000 3900.00| 397.80000 3978.00| 429.00000 4290.00 Broken Temporary Traffic Stripe | | | 0130 701C001 26.000 MILE| 450.00000 11700.00| 459.00000 11934.00| 495.00000 12870.00 Solid Temporary Traffic Stripe | | | 0140 702A040 2.000 MILE| 1995.00000 3990.00| 2034.90000 4069.80| 2194.50000 4389.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A041 9.000 MILE| 3995.00000 35955.00| 4074.90000 36674.10| 4394.50000 39550.50 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 3.000 MILE| 1995.00000 5985.00| 2034.90000 6104.70| 2194.50000 6583.50 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 4.000 MILE| 3995.00000 15980.00| 4074.90000 16299.60| 4394.50000 17578.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702B011 1500.000 LF | 2.00000 3000.00| 2.04000 3060.00| 2.20000 3300.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0190 703A002 2467.000 SQFT| 2.50000 6167.50| 2.55000 6290.85| 2.75000 6784.25 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 135.000 SQFT| 3.50000 472.50| 3.57000 481.95| 3.85000 519.75 Traffic Control Legends, Class 2, Type | | | 0210 703D001 168.000 SQFT| 1.50000 252.00| 1.53000 257.04| 1.65000 277.20 Temporary Traffic Control Markings | | | 0220 705A030 64.000 EACH| 5.75000 368.00| 5.87000 375.68| 6.33000 405.12 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 102.000 EACH| 5.50000 561.00| 5.61000 572.22| 6.05000 617.10 Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 449.000 EACH| 5.50000 2469.50| 5.61000 2518.89| 6.05000 2716.45 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 200.000 EACH| 5.75000 1150.00| 5.87000 1174.00| 6.33000 1266.00 Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 196.000 EACH| 5.75000 1127.00| 5.87000 1150.52| 6.33000 1240.68 Pavement Markers, Class A-H, Type 2-E | | | 0270 710A115 25.000 SQFT| 28.00000 700.00| 17.14000 428.50| 17.60000 440.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030328031 COUNTIES : LAUDERDALE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01018 |( 3 ) 19074 |ROGERS GROUP, INC. |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 710B001 56.000 LF | 12.00000 672.00| 8.57000 479.92| 8.80000 492.80 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0290 740B000 949.000 SQFT| 12.00000 11388.00| 7.76000 7364.24| 8.00000 7592.00 Construction Signs | | | 0300 740E000 100.000 EACH| 3.00000 300.00| 0.06000 6.00| 10.00000 1000.00 Cones (36 Inches High) | | | 0310 740M001 100.000 EACH| 3.00000 300.00| 0.06000 6.00| 8.00000 800.00 Ballast For Cone | | | 0320 740O000 1.000 EACH| 6500.00000 6500.00| 661.05000 661.05| 2500.00000 2500.00 Pilot Car | | | 0330 741C010 1.000 EACH| 875.03000 875.03| 566.62000 566.62| 2500.00000 2500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0340 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 46200.00) | | | SECTION TOTALS | $ 954,813.23| $ 1,017,753.54| $ 1,021,498.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 954,813.23| $ 1,017,753.54| $ 1,021,498.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20030328032 COUNTIES : BALDWIN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0042(503) for constructing the Resurfacing and Traffic Stripe on S.R.#42 (U.S.#98) from MP 49.358 to MP 52.209 near Barnwell. Length - 2.851 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 424,794.94 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 461,803.40 108.7121% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030328032 COUNTIES : BALDWIN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 387.30000 387.30| 100.00000 100.00| Mailbox Reset, Single | | | 0020 405A000 4950.000 GAL | 1.21000 5989.50| 1.00000 4950.00| Tack Coat | | | 0030 424A356 1730.000 TON | 43.26000 74839.80| 44.50000 76985.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0040 424B651 5340.000 TON | 34.11000 182147.40| 40.50000 216270.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0050 424B655 50.000 TON | 59.25000 2962.50| 60.00000 3000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B659 500.000 TON | 39.52000 19760.00| 39.50000 19750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 41138.58000 41138.58| 55335.00000 55335.00| Mobilization | | | 0080 650A000 1700.000 CUYD| 11.97000 20349.00| 8.00000 13600.00| Topsoil | | | 0090 652A061 3.000 ACRE| 604.50000 1813.50| 510.00000 1530.00| Seeding (Mix 3E) | | | 0100 656A000 3.000 ACRE| 604.50000 1813.50| 470.00000 1410.00| Mulching, Class A, Type 1 | | | 0110 665F000 888.000 EACH| 6.41000 5692.08| 5.80000 5150.40| Hay Bales | | | 0120 665J000 1758.000 LF | 3.46000 6082.68| 3.50000 6153.00| Silt Fence, Type A | | | 0130 666A001 3.000 ACRE| 42.32000 126.96| 60.00000 180.00| Pest Control Treatment | | | 0140 701C000 6.000 MILE| 483.60000 2901.60| 445.00000 2670.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030328032 COUNTIES : BALDWIN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C001 2.000 MILE| 544.06000 1088.12| 500.00000 1000.00| Solid Temporary Traffic Stripe | | | 0160 701G125 67.000 LF | 6.05000 405.35| 6.00000 402.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701G129 34.000 LF | 6.05000 205.70| 6.00000 204.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701H001 67.000 LF | 12.09000 810.03| 11.00000 737.00| Solid Traffic Stripe Removed (Plastic) | | | 0190 701H006 34.000 LF | 12.09000 411.06| 11.00000 374.00| Broken Traffic Stripe Removed (Plastic) | | | 0200 702A041 6.000 MILE| 5077.83000 30466.98| 4670.00000 28020.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 702A042 3.000 MILE| 2659.82000 7979.46| 2450.00000 7350.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 702A043 1.000 MILE| 6045.04000 6045.04| 5560.00000 5560.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 703A002 240.000 SQFT| 6.05000 1452.00| 6.00000 1440.00| Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 56.000 SQFT| 6.05000 338.80| 6.00000 336.00| Traffic Control Legends, Class 2, Type | | | 0250 703D001 240.000 SQFT| 6.05000 1452.00| 6.00000 1440.00| Temporary Traffic Control Markings | | | 0260 705A032 26.000 EACH| 7.25000 188.50| 7.00000 182.00| Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 210.000 EACH| 7.25000 1522.50| 7.00000 1470.00| Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 530.000 SQFT| 5.50000 2915.00| 11.00000 5830.00| Construction Signs | | | 0290 740D000 100.000 EACH| 26.00000 2600.00| 1.25000 125.00| Channelizing Drums | | | 0300 740E000 100.000 EACH| 6.10000 610.00| 1.25000 125.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030328032 COUNTIES : BALDWIN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740M001 100.000 EACH| 3.00000 300.00| 1.25000 125.00| Ballast For Cone | | | 0320 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 18,500.00) | | | SECTION TOTALS | $ 424,794.94| $ 461,803.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 424,794.94| $ 461,803.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20030328033 COUNTIES : BLOUNT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0074(502) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#74 (U.S.#278) from MP 108.150 to MP 111.900 at the Etowah County line. Length - 3.750 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 683,761.34 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 689,399.39 100.8246% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030328033 COUNTIES : BLOUNT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 07002 |( ) |WHITAKER CONTRACTING CORPOR |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 209A000 1.000 EACH| 150.00000 150.00| 400.00000 400.00| Mailbox Reset, Single | | | 0020 401B113 61600.000 SQYD| 0.77320 47629.12| 0.78690 48473.04| Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0030 405A000 1927.000 GAL | 1.00000 1927.00| 1.25000 2408.75| Tack Coat | | | 0040 408A052 64217.000 SQYD| 0.35800 22989.69| 1.00000 64217.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 5298.000 TON | 37.86000 200582.28| 39.10000 207151.80| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A367 250.000 TON | 40.86000 10215.00| 39.10000 9775.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B651 7225.000 TON | 34.16000 246806.00| 31.35000 226503.75| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B656 250.000 TON | 43.16000 10790.00| 56.53000 14132.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 65000.00000 65000.00| 39023.00000 39023.00| Mobilization | | | 0100 665F000 50.000 EACH| 8.00000 400.00| 6.00000 300.00| Hay Bales | | | 0110 665J000 150.000 LF | 5.00000 750.00| 1.50000 225.00| Silt Fence, Type A | | | 0120 701C000 7.000 MILE| 390.00000 2730.00| 390.00000 2730.00| Broken Temporary Traffic Stripe | | | 0130 701C001 15.000 MILE| 480.00000 7200.00| 480.00000 7200.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030328033 COUNTIES : BLOUNT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 07002 |( ) |WHITAKER CONTRACTING CORPOR |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 702A041 8.000 MILE| 3995.00000 31960.00| 3995.00000 31960.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A042 3.000 MILE| 1995.00000 5985.00| 1995.00000 5985.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 5.000 MILE| 3995.00000 19975.00| 3995.00000 19975.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 703A002 90.000 SQFT| 2.50000 225.00| 2.50000 225.00| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703D001 180.000 SQFT| 1.30000 234.00| 1.50000 270.00| Temporary Traffic Control Markings | | | 0190 705A032 96.000 EACH| 5.50000 528.00| 5.50000 528.00| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 357.000 EACH| 5.75000 2052.75| 5.75000 2052.75| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 264.000 SQFT| 8.50000 2244.00| 7.95000 2098.80| Construction Signs | | | 0220 740E000 251.000 EACH| 8.50000 2133.50| 10.00000 2510.00| Cones (36 Inches High) | | | 0230 740M001 251.000 EACH| 5.00000 1255.00| 5.00000 1255.00| Ballast For Cone | | | 0240 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 31,400.00) | | | SECTION TOTALS | $ 683,761.34| $ 689,399.39| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 683,761.34| $ 689,399.39| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRF-0002(508) for constructing the Bridge Replacement and Approaches on Westbound S.R.#2 (U.S.#72) over Cane Creek west of Pride. Length - 1.221 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 2,033,934.40 100.0000% 2 01018 APAC-ALABAMA, INC. $ 2,038,882.52 100.2433% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 2,169,235.53 106.6522% 4 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 2,268,139.96 111.5149% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01018 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 115000.00000 115000.00| 4557.40000 4557.40| 5500.00000 5500.00 Clearing & Grubbing (Approximately 11 | | | ACRES) | | | 0020 206A000 LUMP| 48000.00000 48000.00| 44805.00000 44805.00| 43000.00000 43000.00 Removal Of Old Bridge, Station 130+42 | | | 0030 206C003 106.000 SQYD| 3.45000 365.70| 0.99000 104.94| 1.25000 132.50 Removing Concrete Flumes | | | 0040 206D000 61.000 LF | 5.75000 350.75| 6.82000 416.02| 7.50000 457.50 Removing Pipe | | | 0050 206D001 200.000 LF | 2.20000 440.00| 0.52000 104.00| 2.00000 400.00 Removing Guardrail | | | 0060 206D002 717.000 LF | 3.30000 2366.10| 2.53000 1814.01| 3.10000 2222.70 Removing Curb | | | 0070 206E008 4.000 EACH| 137.50000 550.00| 51.50000 206.00| 125.00000 500.00 Removing Guardrail End Anchor (All Type | | | 0080 210A000 13656.000 CUYD| 2.15000 29360.40| 3.76000 51346.56| 4.30000 58720.80 Unclassified Excavation | | | 0090 210D000 42118.000 CUYD| 2.50000 105295.00| 5.08000 213959.44| 5.80000 244284.40 Borrow Excavation | | | 0100 214A000 519.000 CUYD| 9.00000 4671.00| 1.79000 929.01| 2.50000 1297.50 Structure Excavation | | | 0110 214B001 195.000 CUYD| 20.00000 3900.00| 8.35000 1628.25| 9.50000 1852.50 Foundation Backfill, Commercial | | | 0120 301A008 32808.000 SQYD| 2.75000 90222.00| 3.08000 101048.64| 3.30000 108266.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0130 305B060 200.000 TON | 9.50000 1900.00| 12.33000 2466.00| 13.50000 2700.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0140 401A000 16477.000 SQYD| 1.00000 16477.00| 0.33000 5437.41| 0.40000 6590.80 Bituminous Treatment A | | | 0150 405A000 1879.000 GAL | 1.50000 2818.50| 1.05000 1972.95| 1.25000 2348.75 Tack Coat | | | 0160 410B000 1.000 EACH| 500.00000 500.00| 371.11000 371.11| 400.00000 400.00 State Furnished Profilograph | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01018 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A281 4526.000 TON | 37.50000 169725.00| 40.40000 182850.40| 42.50000 192355.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0180 424A287 1500.000 TON | 42.00000 63000.00| 34.18000 51270.00| 36.50000 54750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424A290 170.000 TON | 45.50000 7735.00| 41.57000 7066.90| 43.50000 7395.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424B282 2801.000 TON | 27.00000 75627.00| 32.86000 92040.86| 34.85000 97614.85 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424B290 1000.000 TON | 34.75000 34750.00| 35.71000 35710.00| 37.77000 37770.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424B293 1427.000 TON | 34.75000 49588.25| 36.81000 52527.87| 39.00000 55653.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424C281 4892.000 TON | 25.00000 122300.00| 29.06000 142161.52| 31.00000 151652.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0240 424C285 500.000 TON | 32.00000 16000.00| 43.67000 21835.00| 46.00000 23000.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 424C291 1488.000 TON | 32.00000 47616.00| 33.67000 50100.96| 35.50000 52824.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 428C000 24988.000 LF | 0.25000 6247.00| 0.23000 5747.24| 0.26000 6496.88 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01018 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 430B014 110.000 TON | 9.50000 1045.00| 10.58000 1163.80| 11.50000 1265.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0280 450B000 107.000 SQYD| 56.00000 5992.00| 74.16000 7935.12| 56.00000 5992.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0290 502A000 70500.000 LB | 0.41000 28905.00| 0.42000 29610.00| 0.41000 28905.00 Steel Reinforcement | | | 0300 502B000 LUMP| 26500.00000 26500.00| 27295.00000 27295.00| 26500.00000 26500.00 Steel Reinforcement For Bridge | | | Superstructure, STA.130+40, APPROX. | | | 64200 LBS. | | | 0310 506A003 30.000 LF | 168.00000 5040.00| 173.04000 5191.20| 168.00000 5040.00 Drilled Shaft Excavation, 5'-0" Diamete | | | 0320 506A008 85.000 LF | 168.00000 14280.00| 173.04000 14708.40| 168.00000 14280.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0330 506B003 60.000 LF | 795.00000 47700.00| 818.85000 49131.00| 795.00000 47700.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0340 506B004 40.000 LF | 795.00000 31800.00| 818.85000 32754.00| 795.00000 31800.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0350 506C042 145.000 LF | 72.00000 10440.00| 74.16000 10753.20| 72.00000 10440.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0360 506C043 40.000 LF | 72.00000 2880.00| 74.16000 2966.40| 72.00000 2880.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0370 506C044 40.000 LF | 72.00000 2880.00| 74.16000 2966.40| 72.00000 2880.00 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0380 506F006 40.000 LF | 225.00000 9000.00| 231.75000 9270.00| 225.00000 9000.00 Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0390 506G002 6.000 EACH| 150.00000 900.00| 154.50000 927.00| 150.00000 900.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0400 506G003 4.000 EACH| 150.00000 600.00| 154.50000 618.00| 150.00000 600.00 Crosshole Sonic Logging, 4'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01018 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 508A000 5420.000 LB | 3.20000 17344.00| 3.30000 17886.00| 3.20000 17344.00 Structural Steel | | | 0420 510A000 143.000 CUYD| 320.00000 45760.00| 329.60000 47132.80| 320.00000 45760.00 Bridge Substructure Concrete, Class A | | | 0430 510C051 LUMP| 89000.00000 89000.00| 86520.00000 86520.00| 84000.00000 84000.00 Bridge Concrete Superstructure, STA. | | | 130+40, APPROX. 264 CU. YDS. | | | 0440 510E000 848.000 SQYD| 2.60000 2204.80| 2.68000 2272.64| 2.60000 2204.80 Grooving Concrete Bridge Decks | | | 0450 511A001 36.000 EACH| 95.00000 3420.00| 97.85000 3522.60| 95.00000 3420.00 Elastomeric Bearings, Type 2 | | | 0460 513B005 417.000 LF | 84.00000 35028.00| 86.52000 36078.84| 84.00000 35028.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0470 513B009 841.000 LF | 10.00000 8410.00| 10.30000 8662.30| 10.00000 8410.00 Pretensioned-Prestressed Concrete | | | Girders ,Type III (Specialty | | | Item)(State Furnished) | | | 0480 530A001 368.000 LF | 23.00000 8464.00| 19.97000 7348.96| 25.00000 9200.00 18" Roadway Pipe (Class 3 R.C.) | | | 0490 530A002 256.000 LF | 28.00000 7168.00| 29.15000 7462.40| 39.00000 9984.00 24" Roadway Pipe (Class 3 R.C.) | | | 0500 530A101 76.000 LF | 25.00000 1900.00| 51.28000 3897.28| 57.00000 4332.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 530A601 660.000 LF | 18.00000 11880.00| 14.36000 9477.60| 17.00000 11220.00 18" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0520 530B300 40.000 LF | 20.00000 800.00| 63.98000 2559.20| 73.00000 2920.00 17" Span, 13" Rise Roadway Pipe (14 | | | Gauge C.S.) (Temporary) | | | 0530 600A000 LUMP| 123500.00000 123500.00| 105276.11000 105276.11| 95000.00000 95000.00 Mobilization | | | 0540 606A000 200.000 LF | 5.00000 1000.00| 10.59000 2118.00| 12.50000 2500.00 6" Underdrain Pipe | | | 0550 610C001 1691.000 TON | 18.00000 30438.00| 18.54000 31351.14| 18.00000 30438.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -6 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01018 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 610D000 895.000 SQYD| 3.00000 2685.00| 3.09000 2765.55| 3.00000 2685.00 Filter Blanket | | | 0570 614A000 433.000 CUYD| 200.00000 86600.00| 216.30000 93657.90| 310.00000 134230.00 Slope Paving | | | 0580 619A002 3.000 EACH| 525.00000 1575.00| 515.00000 1545.00| 890.00000 2670.00 18" Roadway Pipe End Treatment, Class 1 | | | 0590 619A003 3.000 EACH| 585.00000 1755.00| 669.50000 2008.50| 1050.00000 3150.00 24" Roadway Pipe End Treatment, Class 1 | | | 0600 620A000 2.000 CUYD| 750.00000 1500.00| 592.65000 1185.30| 650.00000 1300.00 Minor Structure Concrete | | | 0610 621C020 3.000 EACH| 2100.00000 6300.00| 1545.00000 4635.00| 1750.00000 5250.00 Inlets, Type Y | | | 0620 621D019 4.000 EACH| 700.00000 2800.00| 463.50000 1854.00| 400.00000 1600.00 Inlet Units, Type Y | | | 0630 630A001 938.000 LF | 14.50000 13601.00| 14.42000 13525.96| 15.25000 14304.50 Steel Beam Guardrail, Class A, Type 2 | | | 0640 630C001 1.000 EACH| 660.00000 660.00| 515.00000 515.00| 590.00000 590.00 Guardrail End Anchor, Type 8 | | | 0650 630C003 3.000 EACH| 1210.00000 3630.00| 978.50000 2935.50| 975.00000 2925.00 Guardrail End Anchor, Type 13 | | | 0660 630C050 2.000 EACH| 1875.00000 3750.00| 1545.00000 3090.00| 1310.00000 2620.00 Guardrail End Anchor, Type 20 Series | | | 0670 650A000 7184.000 CUYD| 6.00000 43104.00| 6.65000 47773.60| 7.40000 53161.60 Topsoil | | | 0680 652A050 9.000 ACRE| 605.00000 5445.00| 566.50000 5098.50| 510.00000 4590.00 Seeding (Mix 1A) | | | 0690 652A053 2.000 ACRE| 660.00000 1320.00| 618.00000 1236.00| 510.00000 1020.00 Seeding (Mix 1E) | | | 0700 652B050 9.000 ACRE| 330.00000 2970.00| 309.00000 2781.00| 510.00000 4590.00 Temporary Seeding (Mix 1AT) | | | 0710 652C000 11.000 ACRE| 44.00000 484.00| 41.20000 453.20| 50.00000 550.00 Mowing | | | 0720 652D050 9.000 ACRE| 330.00000 2970.00| 309.00000 2781.00| 510.00000 4590.00 Seeding In Stubble (Mix 1A) | | | 0730 654A000 703.000 SQYD| 4.15000 2917.45| 3.86000 2713.58| 4.50000 3163.50 Solid Sodding | | | 0740 656A000 9.000 ACRE| 605.00000 5445.00| 566.50000 5098.50| 450.00000 4050.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -7 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01018 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 656A001 2.000 ACRE| 605.00000 1210.00| 566.50000 1133.00| 450.00000 900.00 Mulching, Class A, Type 2 | | | 0760 659A000 100.000 SQYD| 2.75000 275.00| 2.58000 258.00| 1.50000 150.00 Erosion Control Netting, Class A | | | 0770 659A001 100.000 SQYD| 2.75000 275.00| 2.58000 258.00| 1.50000 150.00 Erosion Control Netting, Class B | | | 0780 665F000 216.000 EACH| 3.85000 831.60| 10.74000 2319.84| 6.50000 1404.00 Hay Bales | | | 0790 665I000 220.000 TON | 30.80000 6776.00| 23.52000 5174.40| 27.00000 5940.00 Temporary Riprap, Class 2 | | | 0800 665J000 460.000 LF | 4.25000 1955.00| 6.87000 3160.20| 7.10000 3266.00 Silt Fence, Type A | | | 0810 665K000 30.000 CUYD| 17.25000 517.50| 5.51000 165.30| 7.00000 210.00 Drainage Sump Excavation | | | 0820 665L000 280.000 LF | 36.00000 10080.00| 14.70000 4116.00| 12.50000 3500.00 Floating Basin Boom | | | 0830 666A001 11.000 ACRE| 16.50000 181.50| 15.00000 165.00| 30.00000 330.00 Pest Control Treatment | | | 0840 680A000 LUMP| 30000.00000 30000.00| 25351.34000 25351.34| 26000.00000 26000.00 Engineering Controls | | | 0850 701A035 1.000 MILE| 1750.00000 1750.00| 2575.00000 2575.00| 2550.00000 2550.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0860 701C000 4.000 MILE| 715.00000 2860.00| 669.50000 2678.00| 680.00000 2720.00 Broken Temporary Traffic Stripe | | | 0870 701C001 9.000 MILE| 715.00000 6435.00| 669.50000 6025.50| 680.00000 6120.00 Solid Temporary Traffic Stripe | | | 0880 701C004 1.000 MILE| 3520.00000 3520.00| 3296.00000 3296.00| 3250.00000 3250.00 Broken Temporary Traffic Stripe (Tape) | | | 0890 701C006 1.000 MILE| 7480.00000 7480.00| 7004.00000 7004.00| 6900.00000 6900.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0900 701D008 1.000 MILE| 1925.00000 1925.00| 1802.50000 1802.50| 1800.00000 1800.00 Solid Traffic Stripe Removed (Plastic) | | | 0910 701D015 1.000 MILE| 1650.00000 1650.00| 1545.00000 1545.00| 1550.00000 1550.00 Broken Traffic Stripe Removed (Plastic) | | | 0920 701G121 426.000 LF | 2.60000 1107.60| 2.40000 1022.40| 2.80000 1192.80 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -8 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01018 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 701G125 426.000 LF | 4.50000 1917.00| 4.19000 1784.94| 4.50000 1917.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0940 701G133 426.000 LF | 4.60000 1959.60| 4.31000 1836.06| 4.20000 1789.20 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0950 702A040 3.000 MILE| 2420.00000 7260.00| 2266.00000 6798.00| 2250.00000 6750.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0960 702A041 4.000 MILE| 4950.00000 19800.00| 4635.00000 18540.00| 4550.00000 18200.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0970 702A043 3.000 MILE| 4950.00000 14850.00| 4635.00000 13905.00| 4550.00000 13650.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0980 702B011 1847.000 LF | 2.20000 4063.40| 2.06000 3804.82| 2.25000 4155.75 Dotted Profiled Traffic Stripe (6" Wide | | | 0990 703A002 966.000 SQFT| 2.75000 2656.50| 2.58000 2492.28| 2.75000 2656.50 Traffic Control Markings, Class 2, Type | | | A | | | 1000 703B002 45.000 SQFT| 3.85000 173.25| 3.61000 162.45| 3.75000 168.75 Traffic Control Legends, Class 2, Type | | | 1010 703D001 112.000 SQFT| 1.65000 184.80| 1.55000 173.60| 1.65000 184.80 Temporary Traffic Control Markings | | | 1020 705A011 715.000 EACH| 5.50000 3932.50| 5.15000 3682.25| 5.25000 3753.75 Pavement Markers, Class C, Type 1-A | | | 1030 705A012 764.000 EACH| 5.50000 4202.00| 5.15000 3934.60| 5.25000 4011.00 Pavement Markers, Class C, Type 1-B | | | 1040 705A030 4.000 EACH| 6.60000 26.40| 6.18000 24.72| 6.50000 26.00 Pavement Markers, Class A-H, Type 2-C | | | 1050 705A031 158.000 EACH| 6.60000 1042.80| 6.18000 976.44| 6.50000 1027.00 Pavement Markers, Class A-H, Type 1-A | | | 1060 724A000 4700.000 LF | 13.00000 61100.00| 4.86000 22842.00| 5.35000 25145.00 Temporary Asphalt Island | | | 1070 726B000 240.000 LF | 65.00000 15600.00| 43.30000 10392.00| 36.50000 8760.00 Portable Concrete Safety Barriers, Type | | | 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -9 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01018 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 731A010 1.000 EACH| 2200.00000 2200.00| 2163.00000 2163.00| 2500.00000 2500.00 Traffic Counting Units, Type K | | | 1090 740B000 1185.000 SQFT| 8.00000 9480.00| 7.57000 8970.45| 10.00000 11850.00 Construction Signs | | | 1100 740C000 18.000 SQFT| 9.00000 162.00| 8.65000 155.70| 12.00000 216.00 Special Construction Signs | | | 1110 740D000 205.000 EACH| 60.00000 12300.00| 59.48000 12193.40| 75.00000 15375.00 Channelizing Drums | | | 1120 740E000 100.000 EACH| 9.50000 950.00| 11.75000 1175.00| 35.00000 3500.00 Cones (36 Inches High) | | | 1130 740F002 12.000 EACH| 175.00000 2100.00| 162.23000 1946.76| 550.00000 6600.00 Barricades, Type III | | | 1140 740I005 8.000 EACH| 375.00000 3000.00| 368.79000 2950.32| 550.00000 4400.00 Warning Lights, Type B (Detachable Head | | | 1150 740M001 100.000 EACH| 7.50000 750.00| 7.73000 773.00| 7.00000 700.00 Ballast For Cone | | | 1160 741C010 2.000 EACH| 2500.00000 5000.00| 6185.14000 12370.28| 3500.00000 7000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1170 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 170,000.00) | | | 1180 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,033,934.40| $ 2,038,882.52| $ 2,169,235.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,033,934.40| $ 2,038,882.52| $ 2,169,235.53 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -10 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 90200.00000 90200.00| | Clearing & Grubbing (Approximately 11 | | | ACRES) | | | 0020 206A000 LUMP| 30000.00000 30000.00| | Removal Of Old Bridge, Station 130+42 | | | 0030 206C003 106.000 SQYD| 1.00000 106.00| | Removing Concrete Flumes | | | 0040 206D000 61.000 LF | 5.00000 305.00| | Removing Pipe | | | 0050 206D001 200.000 LF | 2.00000 400.00| | Removing Guardrail | | | 0060 206D002 717.000 LF | 1.00000 717.00| | Removing Curb | | | 0070 206E008 4.000 EACH| 125.00000 500.00| | Removing Guardrail End Anchor (All Type | | | 0080 210A000 13656.000 CUYD| 3.50000 47796.00| | Unclassified Excavation | | | 0090 210D000 42118.000 CUYD| 3.00000 126354.00| | Borrow Excavation | | | 0100 214A000 519.000 CUYD| 12.00000 6228.00| | Structure Excavation | | | 0110 214B001 195.000 CUYD| 12.00000 2340.00| | Foundation Backfill, Commercial | | | 0120 301A008 32808.000 SQYD| 2.90000 95143.20| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0130 305B060 200.000 TON | 11.00000 2200.00| | Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0140 401A000 16477.000 SQYD| 0.50000 8238.50| | Bituminous Treatment A | | | 0150 405A000 1879.000 GAL | 2.53000 4753.87| | Tack Coat | | | 0160 410B000 1.000 EACH| 2000.00000 2000.00| | State Furnished Profilograph | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -11 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A281 4526.000 TON | 48.00000 217248.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0180 424A287 1500.000 TON | 38.00000 57000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424A290 170.000 TON | 43.00000 7310.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424B282 2801.000 TON | 39.00000 109239.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424B290 1000.000 TON | 38.00000 38000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424B293 1427.000 TON | 36.00000 51372.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424C281 4892.000 TON | 36.00000 176112.00| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0240 424C285 500.000 TON | 41.00000 20500.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 424C291 1488.000 TON | 43.00000 63984.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 428C000 24988.000 LF | 0.17000 4247.96| | Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -12 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 430B014 110.000 TON | 11.00000 1210.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0280 450B000 107.000 SQYD| 56.00000 5992.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0290 502A000 70500.000 LB | 0.41000 28905.00| | Steel Reinforcement | | | 0300 502B000 LUMP| 26500.00000 26500.00| | Steel Reinforcement For Bridge | | | Superstructure, STA.130+40, APPROX. | | | 64200 LBS. | | | 0310 506A003 30.000 LF | 168.00000 5040.00| | Drilled Shaft Excavation, 5'-0" Diamete | | | 0320 506A008 85.000 LF | 168.00000 14280.00| | Drilled Shaft Excavation, 4'-0" Diamete | | | 0330 506B003 60.000 LF | 795.00000 47700.00| | Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0340 506B004 40.000 LF | 795.00000 31800.00| | Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0350 506C042 145.000 LF | 72.00000 10440.00| | Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0360 506C043 40.000 LF | 72.00000 2880.00| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0370 506C044 40.000 LF | 72.00000 2880.00| | Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0380 506F006 40.000 LF | 225.00000 9000.00| | Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0390 506G002 6.000 EACH| 150.00000 900.00| | Crosshole Sonic Logging, 4'-0" Diameter | | | 0400 506G003 4.000 EACH| 150.00000 600.00| | Crosshole Sonic Logging, 4'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -13 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 508A000 5420.000 LB | 3.20000 17344.00| | Structural Steel | | | 0420 510A000 143.000 CUYD| 320.00000 45760.00| | Bridge Substructure Concrete, Class A | | | 0430 510C051 LUMP| 89000.00000 89000.00| | Bridge Concrete Superstructure, STA. | | | 130+40, APPROX. 264 CU. YDS. | | | 0440 510E000 848.000 SQYD| 2.60000 2204.80| | Grooving Concrete Bridge Decks | | | 0450 511A001 36.000 EACH| 95.00000 3420.00| | Elastomeric Bearings, Type 2 | | | 0460 513B005 417.000 LF | 84.00000 35028.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0470 513B009 841.000 LF | 10.00000 8410.00| | Pretensioned-Prestressed Concrete | | | Girders ,Type III (Specialty | | | Item)(State Furnished) | | | 0480 530A001 368.000 LF | 20.00000 7360.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0490 530A002 256.000 LF | 30.00000 7680.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0500 530A101 76.000 LF | 25.00000 1900.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 530A601 660.000 LF | 20.00000 13200.00| | 18" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0520 530B300 40.000 LF | 20.00000 800.00| | 17" Span, 13" Rise Roadway Pipe (14 | | | Gauge C.S.) (Temporary) | | | 0530 600A000 LUMP| 101000.00000 101000.00| | Mobilization | | | 0540 606A000 200.000 LF | 12.00000 2400.00| | 6" Underdrain Pipe | | | 0550 610C001 1691.000 TON | 24.00000 40584.00| | Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -14 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 610D000 895.000 SQYD| 3.00000 2685.00| | Filter Blanket | | | 0570 614A000 433.000 CUYD| 186.00000 80538.00| | Slope Paving | | | 0580 619A002 3.000 EACH| 450.00000 1350.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0590 619A003 3.000 EACH| 475.00000 1425.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0600 620A000 2.000 CUYD| 700.00000 1400.00| | Minor Structure Concrete | | | 0610 621C020 3.000 EACH| 1800.00000 5400.00| | Inlets, Type Y | | | 0620 621D019 4.000 EACH| 400.00000 1600.00| | Inlet Units, Type Y | | | 0630 630A001 938.000 LF | 14.60000 13694.80| | Steel Beam Guardrail, Class A, Type 2 | | | 0640 630C001 1.000 EACH| 550.00000 550.00| | Guardrail End Anchor, Type 8 | | | 0650 630C003 3.000 EACH| 950.00000 2850.00| | Guardrail End Anchor, Type 13 | | | 0660 630C050 2.000 EACH| 1285.00000 2570.00| | Guardrail End Anchor, Type 20 Series | | | 0670 650A000 7184.000 CUYD| 4.00000 28736.00| | Topsoil | | | 0680 652A050 9.000 ACRE| 550.00000 4950.00| | Seeding (Mix 1A) | | | 0690 652A053 2.000 ACRE| 600.00000 1200.00| | Seeding (Mix 1E) | | | 0700 652B050 9.000 ACRE| 300.00000 2700.00| | Temporary Seeding (Mix 1AT) | | | 0710 652C000 11.000 ACRE| 40.00000 440.00| | Mowing | | | 0720 652D050 9.000 ACRE| 300.00000 2700.00| | Seeding In Stubble (Mix 1A) | | | 0730 654A000 703.000 SQYD| 3.75000 2636.25| | Solid Sodding | | | 0740 656A000 9.000 ACRE| 550.00000 4950.00| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -15 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 656A001 2.000 ACRE| 550.00000 1100.00| | Mulching, Class A, Type 2 | | | 0760 659A000 100.000 SQYD| 2.50000 250.00| | Erosion Control Netting, Class A | | | 0770 659A001 100.000 SQYD| 2.50000 250.00| | Erosion Control Netting, Class B | | | 0780 665F000 216.000 EACH| 5.00000 1080.00| | Hay Bales | | | 0790 665I000 220.000 TON | 18.00000 3960.00| | Temporary Riprap, Class 2 | | | 0800 665J000 460.000 LF | 4.50000 2070.00| | Silt Fence, Type A | | | 0810 665K000 30.000 CUYD| 4.00000 120.00| | Drainage Sump Excavation | | | 0820 665L000 280.000 LF | 25.00000 7000.00| | Floating Basin Boom | | | 0830 666A001 11.000 ACRE| 25.00000 275.00| | Pest Control Treatment | | | 0840 680A000 LUMP| 24000.00000 24000.00| | Engineering Controls | | | 0850 701A035 1.000 MILE| 2500.00000 2500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0860 701C000 4.000 MILE| 650.00000 2600.00| | Broken Temporary Traffic Stripe | | | 0870 701C001 9.000 MILE| 650.00000 5850.00| | Solid Temporary Traffic Stripe | | | 0880 701C004 1.000 MILE| 3200.00000 3200.00| | Broken Temporary Traffic Stripe (Tape) | | | 0890 701C006 1.000 MILE| 6800.00000 6800.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0900 701D008 1.000 MILE| 1750.00000 1750.00| | Solid Traffic Stripe Removed (Plastic) | | | 0910 701D015 1.000 MILE| 1500.00000 1500.00| | Broken Traffic Stripe Removed (Plastic) | | | 0920 701G121 426.000 LF | 2.33000 992.58| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -16 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 701G125 426.000 LF | 4.07000 1733.82| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0940 701G133 426.000 LF | 4.18000 1780.68| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0950 702A040 3.000 MILE| 2200.00000 6600.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0960 702A041 4.000 MILE| 4500.00000 18000.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0970 702A043 3.000 MILE| 4500.00000 13500.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0980 702B011 1847.000 LF | 2.00000 3694.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 0990 703A002 966.000 SQFT| 2.50000 2415.00| | Traffic Control Markings, Class 2, Type | | | A | | | 1000 703B002 45.000 SQFT| 3.50000 157.50| | Traffic Control Legends, Class 2, Type | | | 1010 703D001 112.000 SQFT| 1.50000 168.00| | Temporary Traffic Control Markings | | | 1020 705A011 715.000 EACH| 5.00000 3575.00| | Pavement Markers, Class C, Type 1-A | | | 1030 705A012 764.000 EACH| 5.00000 3820.00| | Pavement Markers, Class C, Type 1-B | | | 1040 705A030 4.000 EACH| 6.00000 24.00| | Pavement Markers, Class A-H, Type 2-C | | | 1050 705A031 158.000 EACH| 6.00000 948.00| | Pavement Markers, Class A-H, Type 1-A | | | 1060 724A000 4700.000 LF | 6.00000 28200.00| | Temporary Asphalt Island | | | 1070 726B000 240.000 LF | 100.00000 24000.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 034 -17 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030328034 COUNTIES : COLBERT LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 731A010 1.000 EACH| 2000.00000 2000.00| | Traffic Counting Units, Type K | | | 1090 740B000 1185.000 SQFT| 7.00000 8295.00| | Construction Signs | | | 1100 740C000 18.000 SQFT| 8.00000 144.00| | Special Construction Signs | | | 1110 740D000 205.000 EACH| 40.00000 8200.00| | Channelizing Drums | | | 1120 740E000 100.000 EACH| 15.00000 1500.00| | Cones (36 Inches High) | | | 1130 740F002 12.000 EACH| 150.00000 1800.00| | Barricades, Type III | | | 1140 740I005 8.000 EACH| 350.00000 2800.00| | Warning Lights, Type B (Detachable Head | | | 1150 740M001 100.000 EACH| 8.00000 800.00| | Ballast For Cone | | | 1160 741C010 2.000 EACH| 4000.00000 8000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1170 998A001 LUMP| 170000.00000 170000.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 170,000.00) | | | 1180 999 000 2250.000 HOUR| 0.80000 1800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,268,139.96| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,268,139.96| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20030328035 COUNTIES : BALDWIN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0200(206) for constructing the Bridge Replacements (4) (Precast) at various sites as indicated on the plans. Length 0.074 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 955,495.00 100.0000% 2 16050 POPE CONTRACTING, INC. $ 1,086,168.77 113.6760% 3 13021 MURPHREE BRIDGE CORPORATION $ 1,102,116.84 115.3451% 4 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,312,715.04 137.3859% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030328035 COUNTIES : BALDWIN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 16050 |( 3 ) 13021 |MCINNIS, LLC |POPE CONTRACTING, 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| 15000.00000 15000.00| 10000.00000 10000.00| 14325.00000 14325.00 Removal Of Old Bridge, Station 6+42.44, | | | Site 1 | | | 0020 206A001 LUMP| 15000.00000 15000.00| 9000.00000 9000.00| 17400.00000 17400.00 Removal Of Old Bridge, Station 7+00.09, | | | Site 2 | | | 0030 206A002 LUMP| 15000.00000 15000.00| 6000.00000 6000.00| 4700.00000 4700.00 Removal Of Old Bridge, Station 4+99.46, | | | Site 3 | | | 0040 206A003 LUMP| 15000.00000 15000.00| 9000.00000 9000.00| 12060.00000 12060.00 Removal Of Old Bridge, Station 4+99.48, | | | Site 4 | | | 0050 210A000 552.000 CUYD| 8.00000 4416.00| 5.00000 2760.00| 3.50000 1932.00 Unclassified Excavation | | | 0060 502A001 16612.000 LB | 0.50000 8306.00| 1.25000 20765.00| 1.00000 16612.00 Steel Reinforcement (Grade 60) | | | 0070 505A015 8.000 EACH| 4000.00000 32000.00| 4000.00000 32000.00| 2450.00000 19600.00 Concrete Test Piles (14 Inches Square) | | | 0080 505B045 8.000 EACH| 4000.00000 32000.00| 5500.00000 44000.00| 4900.00000 39200.00 Static Loading Tests (14 Inches Square) | | | 0090 505N000 5524.000 LF | 12.50000 69050.00| 32.00000 176768.00| 32.00000 176768.00 Concrete Piling Furnished(14 Inches | | | Square) | | | 0100 505O000 5524.000 LF | 10.00000 55240.00| 2.00000 11048.00| 1.00000 5524.00 Concrete Piling Driven(14 Inches | | | Square) | | | 0110 507A000 8.000 EACH| 2200.00000 17600.00| 2790.00000 22320.00| 2400.00000 19200.00 Wire Rope Abutment Anchor Assembly | | | 0120 510A000 94.000 CUYD| 400.00000 37600.00| 500.00000 47000.00| 400.00000 37600.00 Bridge Substructure Concrete, Class A | | | 0130 511A000 180.000 EACH| 60.00000 10800.00| 51.00000 9180.00| 55.00000 9900.00 Elastomeric Bearings, Type 1 | | | 0140 512C003 32.000 EACH| 3300.00000 105600.00| 2850.60000 91219.20| 2995.00000 95840.00 Precast Concrete Type 1 Span Section, | | | 3'-3" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030328035 COUNTIES : BALDWIN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 16050 |( 3 ) 13021 |MCINNIS, LLC |POPE CONTRACTING, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C004 24.000 EACH| 2800.00000 67200.00| 2894.31000 69463.44| 3115.00000 74760.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0160 512C007 16.000 EACH| 2800.00000 44800.00| 3102.89000 49646.24| 3230.00000 51680.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0170 512C017 21.000 EACH| 3800.00000 79800.00| 3504.75000 73599.75| 4000.00000 84000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512C025 6.000 EACH| 3600.00000 21600.00| 3843.42000 23060.52| 4265.00000 25590.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0190 512D002 12.000 EACH| 3000.00000 36000.00| 3129.80000 37557.60| 3425.00000 41100.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0200 512D005 4.000 EACH| 3200.00000 12800.00| 3132.77000 12531.08| 3455.00000 13820.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0210 512D025 2.000 EACH| 3800.00000 7600.00| 3568.13000 7136.26| 4065.00000 8130.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0220 512D030 4.000 EACH| 3800.00000 15200.00| 3564.62000 14258.48| 4035.00000 16140.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0230 512E002 40.000 EACH| 400.00000 16000.00| 460.09000 18403.60| 355.00000 14200.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0240 512F005 20.000 EACH| 350.00000 7000.00| 743.88000 14877.60| 620.00000 12400.00 Precast Concrete Wing Panels, Type W3 | | | (Modified) | | | 0250 512G001 16.000 EACH| 425.00000 6800.00| 725.00000 11600.00| 395.00000 6320.00 Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0260 600A000 LUMP| 40000.00000 40000.00| 65000.00000 65000.00| 101304.59000 101304.59 Mobilization | | | 0270 610C001 2574.000 TON | 28.00000 72072.00| 40.00000 102960.00| 35.00000 90090.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030328035 COUNTIES : BALDWIN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 16050 |( 3 ) 13021 |MCINNIS, LLC |POPE CONTRACTING, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 610D003 2060.000 SQYD| 3.00000 6180.00| 2.00000 4120.00| 2.50000 5150.00 Filter Blanket, Geotextile | | | 0290 630C003 16.000 EACH| 1400.00000 22400.00| 1200.00000 19200.00| 1000.00000 16000.00 Guardrail End Anchor, Type 13 | | | 0300 630C070 16.000 EACH| 1400.00000 22400.00| 1400.00000 22400.00| 1300.00000 20800.00 Guardrail End Anchor, Type 10 Series | | | 0310 665F000 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| 6.25000 1250.00 Hay Bales | | | 0320 665J000 877.000 LF | 5.00000 4385.00| 5.00000 4385.00| 3.25000 2850.25 Silt Fence, Type A | | | 0330 665L000 639.000 LF | 10.00000 6390.00| 13.00000 8307.00| 16.00000 10224.00 Floating Basin Boom | | | 0340 680A000 LUMP| 8000.00000 8000.00| 9500.00000 9500.00| 18000.00000 18000.00 Engineering Controls | | | 0350 740B000 1282.000 SQFT| 8.00000 10256.00| 11.00000 14102.00| 8.50000 10897.00 Construction Signs | | | 0360 740F002 30.000 EACH| 350.00000 10500.00| 225.00000 6750.00| 150.00000 4500.00 Barricades, Type III | | | 0370 740I005 15.000 EACH| 300.00000 4500.00| 350.00000 5250.00| 150.00000 2250.00 Warning Lights, Type B (Detachable Head | | | 0380 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 25,800) | | | SECTION TOTALS | $ 955,495.00| $ 1,086,168.77| $ 1,102,116.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 955,495.00| $ 1,086,168.77| $ 1,102,116.84 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030328035 COUNTIES : BALDWIN LETTING DATE : 03/28/03 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| 7101.34000 7101.34| | Removal Of Old Bridge, Station 6+42.44, | | | Site 1 | | | 0020 206A001 LUMP| 9300.76000 9300.76| | Removal Of Old Bridge, Station 7+00.09, | | | Site 2 | | | 0030 206A002 LUMP| 16001.05000 16001.05| | Removal Of Old Bridge, Station 4+99.46, | | | Site 3 | | | 0040 206A003 LUMP| 13808.22000 13808.22| | Removal Of Old Bridge, Station 4+99.48, | | | Site 4 | | | 0050 210A000 552.000 CUYD| 4.06000 2241.12| | Unclassified Excavation | | | 0060 502A001 16612.000 LB | 1.11000 18439.32| | Steel Reinforcement (Grade 60) | | | 0070 505A015 8.000 EACH| 4091.49000 32731.92| | Concrete Test Piles (14 Inches Square) | | | 0080 505B045 8.000 EACH| 4892.66000 39141.28| | Static Loading Tests (14 Inches Square) | | | 0090 505N000 5524.000 LF | 20.19000 111529.56| | Concrete Piling Furnished(14 Inches | | | Square) | | | 0100 505O000 5524.000 LF | 17.21000 95068.04| | Concrete Piling Driven(14 Inches | | | Square) | | | 0110 507A000 8.000 EACH| 3377.20000 27017.60| | Wire Rope Abutment Anchor Assembly | | | 0120 510A000 94.000 CUYD| 799.72000 75173.68| | Bridge Substructure Concrete, Class A | | | 0130 511A000 180.000 EACH| 74.88000 13478.40| | Elastomeric Bearings, Type 1 | | | 0140 512C003 32.000 EACH| 3031.23000 96999.36| | Precast Concrete Type 1 Span Section, | | | 3'-3" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 035 -6 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030328035 COUNTIES : BALDWIN LETTING DATE : 03/28/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C004 24.000 EACH| 3091.74000 74201.76| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0160 512C007 16.000 EACH| 3344.01000 53504.16| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0170 512C017 21.000 EACH| 3824.52000 80314.92| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512C025 6.000 EACH| 4236.65000 25419.90| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0190 512D002 12.000 EACH| 3476.62000 41719.44| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0200 512D005 4.000 EACH| 3484.69000 13938.76| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0210 512D025 2.000 EACH| 4032.02000 8064.04| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0220 512D030 4.000 EACH| 4017.19000 16068.76| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0230 512E002 40.000 EACH| 619.38000 24775.20| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0240 512F005 20.000 EACH| 946.97000 18939.40| | Precast Concrete Wing Panels, Type W3 | | | (Modified) | | | 0250 512G001 16.000 EACH| 789.96000 12639.36| | Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0260 600A000 LUMP| 211023.68000 211023.68| | Mobilization | | | 0270 610C001 2574.000 TON | 35.42000 91171.08| | Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 035 -7 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030328035 COUNTIES : BALDWIN LETTING DATE : 03/28/03 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 610D003 2060.000 SQYD| 3.09000 6365.40| | Filter Blanket, Geotextile | | | 0290 630C003 16.000 EACH| 1000.00000 16000.00| | Guardrail End Anchor, Type 13 | | | 0300 630C070 16.000 EACH| 1200.00000 19200.00| | Guardrail End Anchor, Type 10 Series | | | 0310 665F000 200.000 EACH| 6.55000 1310.00| | Hay Bales | | | 0320 665J000 877.000 LF | 3.17000 2780.09| | Silt Fence, Type A | | | 0330 665L000 639.000 LF | 13.53000 8645.67| | Floating Basin Boom | | | 0340 680A000 LUMP| 8992.83000 8992.83| | Engineering Controls | | | 0350 740B000 1282.000 SQFT| 7.42000 9512.44| | Construction Signs | | | 0360 740F002 30.000 EACH| 180.20000 5406.00| | Barricades, Type III | | | 0370 740I005 15.000 EACH| 312.70000 4690.50| | Warning Lights, Type B (Detachable Head | | | 0380 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 25,800) | | | SECTION TOTALS | $ 1,312,715.04| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,312,715.04| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20030328036 COUNTIES : DALLAS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 06 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0203(506) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on S.R.#41 over Pine Flat Creek southwest of Craig Field in Selma. Length - 0.435 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12019 LEVERETT CONSTRUCTION COMPANY $ 1,143,065.27 100.0000% 2 19047 SOUTHEAST CHEROKEE CONSTRUCTION CO., INC. $ 1,228,530.60 107.4769% 3 20023 TEN-T CORPORATION $ 1,286,601.35 112.5571% 4 18005 GRADY RALLS & SONS, INC. $ 1,471,875.30 128.7656% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030328036 COUNTIES : DALLAS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 19047 |( 3 ) 20023 |LEVERETT CONSTRUCTION COMPA |SOUTHEAST CHEROKEE CONSTRUC |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 6000.00000 6000.00| 58000.00000 58000.00| 20000.00000 20000.00 Clearing & Grubbing (Approximately 8 | | | ACRES) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 22000.00000 22000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 64+23.13 | | | 0030 206D000 101.000 LF | 3.40000 343.40| 3.00000 303.00| 3.00000 303.00 Removing Pipe | | | 0040 206E008 8.000 EACH| 100.00000 800.00| 50.00000 400.00| 50.00000 400.00 Removing Guardrail End Anchor (All Type | | | 0050 210A000 15212.000 CUYD| 2.00000 30424.00| 1.95000 29663.40| 3.50000 53242.00 Unclassified Excavation | | | 0060 210D000 9105.000 CUYD| 4.25000 38696.25| 4.40000 40062.00| 5.50000 50077.50 Borrow Excavation | | | 0070 214A000 3376.000 CUYD| 5.00000 16880.00| 6.00000 20256.00| 5.00000 16880.00 Structure Excavation | | | 0080 214B001 724.000 CUYD| 27.00000 19548.00| 27.00000 19548.00| 25.00000 18100.00 Foundation Backfill, Commercial | | | 0090 230A000 66.000 RBST| 210.00000 13860.00| 215.00000 14190.00| 280.00000 18480.00 Roadbed Processing | | | 0100 401A000 7836.000 SQYD| 0.45000 3526.20| 0.45000 3526.20| 0.45000 3526.20 Bituminous Treatment A | | | 0110 405A000 236.000 GAL | 1.50000 354.00| 1.50000 354.00| 1.50000 354.00 Tack Coat | | | 0120 424A361 911.000 TON | 37.85000 34481.35| 37.85000 34481.35| 37.90000 34526.90 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A367 50.000 TON | 39.80000 1990.00| 39.80000 1990.00| 39.90000 1995.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B652 1408.000 TON | 35.10000 49420.80| 35.10000 49420.80| 35.50000 49984.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030328036 COUNTIES : DALLAS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 19047 |( 3 ) 20023 |LEVERETT CONSTRUCTION COMPA |SOUTHEAST CHEROKEE CONSTRUC |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B655 50.000 TON | 75.00000 3750.00| 75.00000 3750.00| 75.50000 3775.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 430B040 6103.000 TON | 15.00000 91545.00| 16.00000 97648.00| 14.75000 90019.25 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0170 502A000 301823.000 LB | 0.60000 181093.80| 0.60000 181093.80| 0.60000 181093.80 Steel Reinforcement | | | 0180 524A011 1419.000 CUYD| 240.00000 340560.00| 225.00000 319275.00| 260.00000 368940.00 Culvert Concrete (Cast In Place) | | | 0190 535A001 132.000 LF | 14.00000 1848.00| 20.00000 2640.00| 17.00000 2244.00 18" Side Drain Pipe | | | 0200 535A004 67.000 LF | 32.00000 2144.00| 34.00000 2278.00| 32.50000 2177.50 36" Side Drain Pipe | | | 0210 600A000 LUMP| 40000.00000 40000.00| 67000.00000 67000.00| 10000.00000 10000.00 Mobilization | | | 0220 602A000 20.000 EACH| 77.00000 1540.00| 125.00000 2500.00| 50.00000 1000.00 Right Of Way Markers | | | 0230 610C001 3844.000 TON | 19.50000 74958.00| 19.70000 75726.80| 21.50000 82646.00 Loose Riprap, Class 2 | | | 0240 610D000 3684.000 SQYD| 1.25000 4605.00| 2.00000 7368.00| 2.10000 7736.40 Filter Blanket | | | 0250 614A000 116.000 CUYD| 200.00000 23200.00| 200.00000 23200.00| 200.00000 23200.00 Slope Paving | | | 0260 619A101 4.000 EACH| 300.00000 1200.00| 600.00000 2400.00| 2250.00000 9000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 619A104 2.000 EACH| 500.00000 1000.00| 1200.00000 2400.00| 400.00000 800.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 641A049 2100.000 LF | 15.00000 31500.00| 15.00000 31500.00| 15.50000 32550.00 6 Inch P.V.C. Water Main Laid | | | 0290 641A080 260.000 LF | 25.00000 6500.00| 25.00000 6500.00| 25.00000 6500.00 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 0300 649A014 70.000 LF | 65.00000 4550.00| 65.00000 4550.00| 65.00000 4550.00 10 Inch Encasement Pipe, Type 1A | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030328036 COUNTIES : DALLAS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 19047 |( 3 ) 20023 |LEVERETT CONSTRUCTION COMPA |SOUTHEAST CHEROKEE CONSTRUC |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 650A000 173.000 CUYD| 5.00000 865.00| 3.00000 519.00| 8.50000 1470.50 Topsoil | | | 0320 650B000 4309.000 CUYD| 3.25000 14004.25| 3.00000 12927.00| 4.50000 19390.50 Topsoil From Stockpiles | | | 0330 652A056 3.000 ACRE| 500.00000 1500.00| 500.00000 1500.00| 525.00000 1575.00 Seeding (Mix 2E) | | | 0340 652B053 3.000 ACRE| 400.00000 1200.00| 500.00000 1500.00| 450.00000 1350.00 Temporary Seeding (Mix 2AT) | | | 0350 652D054 3.000 ACRE| 400.00000 1200.00| 350.00000 1050.00| 450.00000 1350.00 Seeding In Stubble (Mix 2A) | | | 0360 654A000 224.000 SQYD| 3.50000 784.00| 4.00000 896.00| 3.80000 851.20 Solid Sodding | | | 0370 656A000 3.000 ACRE| 500.00000 1500.00| 500.00000 1500.00| 525.00000 1575.00 Mulching, Class A, Type 1 | | | 0380 656A001 3.000 ACRE| 500.00000 1500.00| 550.00000 1650.00| 525.00000 1575.00 Mulching, Class A, Type 2 | | | 0390 665F000 200.000 EACH| 4.50000 900.00| 12.00000 2400.00| 5.00000 1000.00 Hay Bales | | | 0400 665I000 47.000 TON | 45.00000 2115.00| 40.00000 1880.00| 25.00000 1175.00 Temporary Riprap, Class 2 | | | 0410 665J000 2848.000 LF | 3.00000 8544.00| 6.00000 17088.00| 3.20000 9113.60 Silt Fence, Type A | | | 0420 665K000 81.000 CUYD| 5.00000 405.00| 8.00000 648.00| 5.00000 405.00 Drainage Sump Excavation | | | 0430 680A000 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 9000.00000 9000.00 Engineering Controls | | | 0440 701A028 1.000 MILE| 1800.00000 1800.00| 2500.00000 2500.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0450 701A048 1.000 MILE| 1800.00000 1800.00| 2500.00000 2500.00| 2000.00000 2000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0460 701C001 4.000 MILE| 450.00000 1800.00| 750.00000 3000.00| 750.00000 3000.00 Solid Temporary Traffic Stripe | | | 0470 701D008 1.000 MILE| 2500.00000 2500.00| 750.00000 750.00| 750.00000 750.00 Solid Traffic Stripe Removed (Plastic) | | | 0480 703A002 70.000 SQFT| 2.30000 161.00| 5.00000 350.00| 5.00000 350.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030328036 COUNTIES : DALLAS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 19047 |( 3 ) 20023 |LEVERETT CONSTRUCTION COMPA |SOUTHEAST CHEROKEE CONSTRUC |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 703D001 70.000 SQFT| 0.58000 40.60| 2.00000 140.00| 2.00000 140.00 Temporary Traffic Control Markings | | | 0500 705A011 165.000 EACH| 6.00000 990.00| 5.00000 825.00| 5.00000 825.00 Pavement Markers, Class C, Type 1-A | | | 0510 705A012 550.000 EACH| 6.00000 3300.00| 5.00000 2750.00| 5.00000 2750.00 Pavement Markers, Class C, Type 1-B | | | 0520 705A022 135.000 EACH| 6.00000 810.00| 6.00000 810.00| 6.00000 810.00 Pavement Markers, Class C, Type 2-C | | | 0530 705A023 48.000 EACH| 6.00000 288.00| 6.00000 288.00| 6.00000 288.00 Pavement Markers, Class C, Type 2-D | | | 0540 705A024 250.000 EACH| 6.00000 1500.00| 6.00000 1500.00| 6.00000 1500.00 Pavement Markers, Class C, Type 2-E | | | 0550 705A037 60.000 EACH| 6.00000 360.00| 6.00000 360.00| 6.00000 360.00 Pavement Markers, Class A-H, Type 2-D | | | 0560 707G000 20.000 EACH| 40.00000 800.00| 50.00000 1000.00| 40.00000 800.00 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 0570 710A115 18.000 SQFT| 17.12000 308.16| 17.00000 306.00| 25.50000 459.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0580 710A126 8.000 SQFT| 17.12000 136.96| 19.00000 152.00| 25.50000 204.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0590 710B001 70.000 LF | 8.50000 595.00| 5.00000 350.00| 18.50000 1295.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0600 726A000 720.000 LF | 25.00000 18000.00| 30.00000 21600.00| 30.00000 21600.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0610 740B000 401.000 SQFT| 7.50000 3007.50| 7.25000 2907.25| 14.00000 5614.00 Construction Signs | | | 0620 740D000 70.000 EACH| 59.00000 4130.00| 73.00000 5110.00| 55.00000 3850.00 Channelizing Drums | | | 0630 740E000 150.000 EACH| 10.20000 1530.00| 6.00000 900.00| 12.50000 1875.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 036 -6 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030328036 COUNTIES : DALLAS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 19047 |( 3 ) 20023 |LEVERETT CONSTRUCTION COMPA |SOUTHEAST CHEROKEE CONSTRUC |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 740F002 8.000 EACH| 161.00000 1288.00| 170.00000 1360.00| 300.00000 2400.00 Barricades, Type III | | | 0650 740I005 4.000 EACH| 270.00000 1080.00| 260.00000 1040.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head | | | 0660 740M001 150.000 EACH| 6.70000 1005.00| 3.00000 450.00| 10.00000 1500.00 Ballast For Cone | | | 0670 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 67300.00000 67300.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 67,300.00) | | | SECTION TOTALS | $ 1,143,065.27| $ 1,228,530.60| $ 1,286,601.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,143,065.27| $ 1,228,530.60| $ 1,286,601.35 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 036 -7 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030328036 COUNTIES : DALLAS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18005 |( ) |( ) |GRADY RALLS & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 20000.00000 20000.00| | Clearing & Grubbing (Approximately 8 | | | ACRES) | | | 0020 206A000 LUMP| 12000.00000 12000.00| | Removal Of Old Bridge, Station 64+23.13 | | | 0030 206D000 101.000 LF | 3.00000 303.00| | Removing Pipe | | | 0040 206E008 8.000 EACH| 250.00000 2000.00| | Removing Guardrail End Anchor (All Type | | | 0050 210A000 15212.000 CUYD| 4.15000 63129.80| | Unclassified Excavation | | | 0060 210D000 9105.000 CUYD| 6.50000 59182.50| | Borrow Excavation | | | 0070 214A000 3376.000 CUYD| 7.15000 24138.40| | Structure Excavation | | | 0080 214B001 724.000 CUYD| 25.00000 18100.00| | Foundation Backfill, Commercial | | | 0090 230A000 66.000 RBST| 200.00000 13200.00| | Roadbed Processing | | | 0100 401A000 7836.000 SQYD| 0.45000 3526.20| | Bituminous Treatment A | | | 0110 405A000 236.000 GAL | 1.50000 354.00| | Tack Coat | | | 0120 424A361 911.000 TON | 37.85000 34481.35| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A367 50.000 TON | 39.80000 1990.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B652 1408.000 TON | 35.10000 49420.80| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 036 -8 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030328036 COUNTIES : DALLAS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18005 |( ) |( ) |GRADY RALLS & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B655 50.000 TON | 75.00000 3750.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 430B040 6103.000 TON | 20.00000 122060.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0170 502A000 301823.000 LB | 0.35000 105638.05| | Steel Reinforcement | | | 0180 524A011 1419.000 CUYD| 385.00000 546315.00| | Culvert Concrete (Cast In Place) | | | 0190 535A001 132.000 LF | 16.00000 2112.00| | 18" Side Drain Pipe | | | 0200 535A004 67.000 LF | 36.00000 2412.00| | 36" Side Drain Pipe | | | 0210 600A000 LUMP| 110000.00000 110000.00| | Mobilization | | | 0220 602A000 20.000 EACH| 75.00000 1500.00| | Right Of Way Markers | | | 0230 610C001 3844.000 TON | 26.00000 99944.00| | Loose Riprap, Class 2 | | | 0240 610D000 3684.000 SQYD| 3.00000 11052.00| | Filter Blanket | | | 0250 614A000 116.000 CUYD| 235.00000 27260.00| | Slope Paving | | | 0260 619A101 4.000 EACH| 425.00000 1700.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 619A104 2.000 EACH| 625.00000 1250.00| | 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 641A049 2100.000 LF | 10.00000 21000.00| | 6 Inch P.V.C. Water Main Laid | | | 0290 641A080 260.000 LF | 25.00000 6500.00| | 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 0300 649A014 70.000 LF | 60.00000 4200.00| | 10 Inch Encasement Pipe, Type 1A | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 036 -9 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030328036 COUNTIES : DALLAS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18005 |( ) |( ) |GRADY RALLS & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 650A000 173.000 CUYD| 6.00000 1038.00| | Topsoil | | | 0320 650B000 4309.000 CUYD| 4.00000 17236.00| | Topsoil From Stockpiles | | | 0330 652A056 3.000 ACRE| 465.00000 1395.00| | Seeding (Mix 2E) | | | 0340 652B053 3.000 ACRE| 250.00000 750.00| | Temporary Seeding (Mix 2AT) | | | 0350 652D054 3.000 ACRE| 400.00000 1200.00| | Seeding In Stubble (Mix 2A) | | | 0360 654A000 224.000 SQYD| 4.00000 896.00| | Solid Sodding | | | 0370 656A000 3.000 ACRE| 425.00000 1275.00| | Mulching, Class A, Type 1 | | | 0380 656A001 3.000 ACRE| 550.00000 1650.00| | Mulching, Class A, Type 2 | | | 0390 665F000 200.000 EACH| 4.50000 900.00| | Hay Bales | | | 0400 665I000 47.000 TON | 26.00000 1222.00| | Temporary Riprap, Class 2 | | | 0410 665J000 2848.000 LF | 3.15000 8971.20| | Silt Fence, Type A | | | 0420 665K000 81.000 CUYD| 10.00000 810.00| | Drainage Sump Excavation | | | 0430 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0440 701A028 1.000 MILE| 2500.00000 2500.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0450 701A048 1.000 MILE| 2500.00000 2500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0460 701C001 4.000 MILE| 750.00000 3000.00| | Solid Temporary Traffic Stripe | | | 0470 701D008 1.000 MILE| 750.00000 750.00| | Solid Traffic Stripe Removed (Plastic) | | | 0480 703A002 70.000 SQFT| 5.00000 350.00| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 036 -10 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030328036 COUNTIES : DALLAS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18005 |( ) |( ) |GRADY RALLS & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 703D001 70.000 SQFT| 2.00000 140.00| | Temporary Traffic Control Markings | | | 0500 705A011 165.000 EACH| 5.00000 825.00| | Pavement Markers, Class C, Type 1-A | | | 0510 705A012 550.000 EACH| 5.00000 2750.00| | Pavement Markers, Class C, Type 1-B | | | 0520 705A022 135.000 EACH| 6.00000 810.00| | Pavement Markers, Class C, Type 2-C | | | 0530 705A023 48.000 EACH| 6.00000 288.00| | Pavement Markers, Class C, Type 2-D | | | 0540 705A024 250.000 EACH| 6.00000 1500.00| | Pavement Markers, Class C, Type 2-E | | | 0550 705A037 60.000 EACH| 6.00000 360.00| | Pavement Markers, Class A-H, Type 2-D | | | 0560 707G000 20.000 EACH| 10.00000 200.00| | Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 0570 710A115 18.000 SQFT| 20.00000 360.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0580 710A126 8.000 SQFT| 20.00000 160.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0590 710B001 70.000 LF | 8.00000 560.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0600 726A000 720.000 LF | 48.00000 34560.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 0610 740B000 401.000 SQFT| 10.00000 4010.00| | Construction Signs | | | 0620 740D000 70.000 EACH| 30.00000 2100.00| | Channelizing Drums | | | 0630 740E000 150.000 EACH| 6.00000 900.00| | Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 036 -11 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030328036 COUNTIES : DALLAS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18005 |( ) |( ) |GRADY RALLS & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 740F002 8.000 EACH| 160.00000 1280.00| | Barricades, Type III | | | 0650 740I005 4.000 EACH| 240.00000 960.00| | Warning Lights, Type B (Detachable Head | | | 0660 740M001 150.000 EACH| 1.00000 150.00| | Ballast For Cone | | | 0670 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 67,300.00) | | | SECTION TOTALS | $ 1,471,875.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,471,875.30| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20030328037 COUNTIES : PIKE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-0223(500) for constructing the Resurfacing and Traffic Stripe on S.R.#223 from S.R.#15 (U.S.#29) to the Bullock County line. Length - 11.660 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,568,658.91 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,684,603.25 107.3913% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030328037 COUNTIES : PIKE LETTING DATE : 03/28/03 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 206C010 84.000 SQYD| 4.15000 348.60| 20.00000 1680.00| Removing Concrete Driveway | | | 0020 209A000 14.000 EACH| 200.00000 2800.00| 100.00000 1400.00| Mailbox Reset, Single | | | 0030 210D011 18471.000 CUYD| 4.75000 87737.25| 1.75000 32324.25| Borrow Excavation (A-4 or Better) | | | 0040 212A000 1231.000 STA | 16.00000 19696.00| 28.00000 34468.00| Machine Grading Shoulders | | | 0050 401B108 164190.000 SQYD| 0.61000 100155.90| 0.67000 110007.30| Bituminous Treatment G (With Polymer | | | Additive) | | | 0060 405A000 5750.000 GAL | 1.05000 6037.50| 1.85000 10637.50| Tack Coat | | | 0070 424A341 13014.000 TON | 35.35000 460044.90| 38.25000 497785.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424A346 2470.000 TON | 33.90000 83733.00| 31.50000 77805.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B636 19082.000 TON | 31.50000 601083.00| 36.50000 696493.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0100 430B000 500.000 TON | 22.00000 11000.00| 10.00000 5000.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0110 600A000 LUMP| 25000.00000 25000.00| 47500.00000 47500.00| Mobilization | | | 0120 618B002 84.000 SQYD| 25.00000 2100.00| 35.00000 2940.00| Concrete Driveway, 6" Thick | | | 0130 651B000 46.000 TON | 30.00000 1380.00| 28.71000 1320.66| Agricultural Limestone | | | 0140 652A061 23.000 ACRE| 324.00000 7452.00| 314.82000 7240.86| Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030328037 COUNTIES : PIKE LETTING DATE : 03/28/03 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 656A000 23.000 ACRE| 320.00000 7360.00| 314.82000 7240.86| Mulching, Class A, Type 1 | | | 0160 665F000 100.000 EACH| 4.20000 420.00| 4.00000 400.00| Hay Bales | | | 0170 665J000 1000.000 LF | 2.20000 2200.00| 4.00000 4000.00| Silt Fence, Type A | | | 0180 680A000 LUMP| 4000.00000 4000.00| 2500.00000 2500.00| Engineering Controls | | | 0190 701A028 24.000 MILE| 1468.00000 35232.00| 1468.00000 35232.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A046 5.000 MILE| 958.00000 4790.00| 958.00000 4790.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 17.000 MILE| 1550.00000 26350.00| 1550.00000 26350.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701C000 10.000 MILE| 340.00000 3400.00| 340.00000 3400.00| Broken Temporary Traffic Stripe | | | 0230 701C001 82.000 MILE| 430.00000 35260.00| 430.00000 35260.00| Solid Temporary Traffic Stripe | | | 0240 701D007 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Paint) | | | 0250 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Plastic) | | | 0260 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0270 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0280 701G125 746.000 LF | 3.89000 2901.94| 3.89000 2901.94| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 701G133 746.000 LF | 4.03000 3006.38| 4.03000 3006.38| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0300 703A002 320.000 SQFT| 2.50000 800.00| 2.50000 800.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030328037 COUNTIES : PIKE LETTING DATE : 03/28/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703B002 69.000 SQFT| 3.50000 241.50| 3.50000 241.50| Traffic Control Legends, Class 2, Type | | | 0320 703D001 320.000 SQFT| 1.50000 480.00| 1.50000 480.00| Temporary Traffic Control Markings | | | 0330 703E001 69.000 SQFT| 1.50000 103.50| 1.50000 103.50| Temporary Traffic Control Legends | | | 0340 705A032 488.000 EACH| 5.00000 2440.00| 5.00000 2440.00| Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 1260.000 EACH| 5.25000 6615.00| 5.25000 6615.00| Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 1432.000 SQFT| 7.42000 10625.44| 7.50000 10740.00| Construction Signs | | | 0370 740E000 100.000 EACH| 1.00000 100.00| 10.00000 1000.00| Cones (36 Inches High) | | | 0380 740M001 100.000 EACH| 1.00000 100.00| 5.00000 500.00| Ballast For Cone | | | 0390 740O000 1.000 EACH| 7165.00000 7165.00| 3500.00000 3500.00| Pilot Car | | | 0400 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 87,200.00) | | | SECTION TOTALS | $ 1,568,658.91| $ 1,684,603.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,568,658.91| $ 1,684,603.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20030328038 COUNTIES : BARBOUR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0300(206) for constructing the Bridge Replacement (Precast) on Dewey Ivey Road over Judy Creek south of Clio. Length - 0.019 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 174,668.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 178,362.66 102.1152% 3 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 178,718.00 102.3187% 4 13099 MCINNIS, LLC $ 192,956.00 110.4701% 5 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 220,342.80 126.1495% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030328038 COUNTIES : BARBOUR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 14005 |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210A000 450.000 CUYD| 2.00000 900.00| 4.00000 1800.00| 5.00000 2250.00 Unclassified Excavation | | | 0020 502A000 48.000 LB | 1.00000 48.00| 1.00000 48.00| 1.00000 48.00 Steel Reinforcement | | | 0030 505M000 1160.000 LF | 10.00000 11600.00| 15.00000 17400.00| 17.00000 19720.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0040 507A000 2.000 EACH| 2400.00000 4800.00| 2500.00000 5000.00| 2100.00000 4200.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 6.000 CUYD| 1000.00000 6000.00| 500.00000 3000.00| 400.00000 2400.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 44.000 EACH| 80.00000 3520.00| 55.00000 2420.00| 100.00000 4400.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3000.00000 6000.00| 2700.00000 5400.00| 2800.00000 5600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 2.000 EACH| 3000.00000 6000.00| 3155.00000 6310.00| 2700.00000 5400.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 18.000 EACH| 3000.00000 54000.00| 3110.00000 55980.00| 2800.00000 50400.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 6.000 EACH| 3000.00000 18000.00| 3225.00000 19350.00| 3000.00000 18000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 3000.00000 12000.00| 3420.00000 13680.00| 3000.00000 12000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512D005 2.000 EACH| 3000.00000 6000.00| 3450.00000 6900.00| 3000.00000 6000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0130 512E002 16.000 EACH| 750.00000 12000.00| 355.00000 5680.00| 600.00000 9600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0140 512F002 8.000 EACH| 750.00000 6000.00| 620.00000 4960.00| 700.00000 5600.00 Precast Concrete Wing Panels, Type W3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030328038 COUNTIES : BARBOUR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 14005 |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512G000 4.000 EACH| 750.00000 3000.00| 390.00000 1560.00| 700.00000 2800.00 Precast Concrete Abutment Wing Cap Pane | | | 0160 600A000 LUMP| 11800.00000 11800.00| 18674.66000 18674.66| 18500.00000 18500.00 Mobilization | | | 0170 630C003 4.000 EACH| 1000.00000 4000.00| 1175.00000 4700.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0180 630C070 4.000 EACH| 1750.00000 7000.00| 950.00000 3800.00| 1200.00000 4800.00 Guardrail End Anchor, Type 10 Series | | | 0190 680A000 LUMP| 2000.00000 2000.00| 1700.00000 1700.00| 3000.00000 3000.00 Engineering Controls | | | 0200 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 4,800.00) | | | SECTION TOTALS | $ 174,668.00| $ 178,362.66| $ 178,718.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 174,668.00| $ 178,362.66| $ 178,718.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030328038 COUNTIES : BARBOUR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 03001 |( ) |MCINNIS, LLC |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 210A000 450.000 CUYD| 10.00000 4500.00| 4.00000 1800.00| Unclassified Excavation | | | 0020 502A000 48.000 LB | 2.00000 96.00| 8.00000 384.00| Steel Reinforcement | | | 0030 505M000 1160.000 LF | 20.00000 23200.00| 22.00000 25520.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0040 507A000 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| Wire Rope Abutment Anchor Assembly | | | 0050 510A000 6.000 CUYD| 800.00000 4800.00| 750.00000 4500.00| Bridge Substructure Concrete, Class A | | | 0060 511A000 44.000 EACH| 65.00000 2860.00| 65.00000 2860.00| Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3000.00000 6000.00| 5000.00000 10000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 2.000 EACH| 3000.00000 6000.00| 5000.00000 10000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 18.000 EACH| 3500.00000 63000.00| 4000.00000 72000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 6.000 EACH| 3000.00000 18000.00| 3000.00000 18000.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 3000.00000 12000.00| 2950.00000 11800.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512D005 2.000 EACH| 3000.00000 6000.00| 2950.00000 5900.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0130 512E002 16.000 EACH| 700.00000 11200.00| 625.00000 10000.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0140 512F002 8.000 EACH| 500.00000 4000.00| 775.00000 6200.00| Precast Concrete Wing Panels, Type W3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030328038 COUNTIES : BARBOUR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 03001 |( ) |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512G000 4.000 EACH| 500.00000 2000.00| 700.00000 2800.00| Precast Concrete Abutment Wing Cap Pane | | | 0160 600A000 LUMP| 10000.00000 10000.00| 22078.80000 22078.80| Mobilization | | | 0170 630C003 4.000 EACH| 1200.00000 4800.00| 950.00000 3800.00| Guardrail End Anchor, Type 13 | | | 0180 630C070 4.000 EACH| 1500.00000 6000.00| 1175.00000 4700.00| Guardrail End Anchor, Type 10 Series | | | 0190 680A000 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| Engineering Controls | | | 0200 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 4,800.00) | | | SECTION TOTALS | $ 192,956.00| $ 220,342.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 192,956.00| $ 220,342.80| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20030328039 COUNTIES : BARBOUR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 175 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BH-373(6) for constructing the Bridge Rehabilitation on S.R.#6 (U.S.#82) over the Chattahoochee River in Eufaula. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 2,459,811.61 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 2,656,884.00 108.0117% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 3,171,924.00 128.9499% 4 02081 BRASFIELD & GORRIE, L.L.C. $ 3,999,419.20 162.5905% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030328039 COUNTIES : BARBOUR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 06001 |( 3 ) 19007 |CLARK CONSTRUCTION CO., INC |F & W CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206G000 LUMP| 108308.13000 108308.13| 50000.00000 50000.00| 150000.00000 150000.00 Partial Removal Of Existing Bridges | | | 0020 502A001 242700.000 LB | 0.52000 126204.00| 0.42000 101934.00| 0.51000 123777.00 Steel Reinforcement (Grade 60) | | | 0030 506A006 234.000 LF | 524.04000 122625.36| 200.00000 46800.00| 1260.00000 294840.00 Drilled Shaft Excavation, 5'-6" Diamete | | | 0040 506B006 233.000 LF | 1145.50000 266901.50| 200.00000 46600.00| 1260.00000 293580.00 Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0050 506C045 876.000 LF | 208.00000 182208.00| 1000.00000 876000.00| 100.00000 87600.00 Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0060 506F009 876.000 LF | 350.00000 306600.00| 200.00000 175200.00| 175.00000 153300.00 Permanent Drilled Shaft Casing, 5'-6" | | | Diameter | | | 0070 506G005 8.000 EACH| 4188.57000 33508.56| 1250.00000 10000.00| 7875.00000 63000.00 Crosshole Sonic Logging, 5'-6" Diameter | | | 0080 508I000 1.000 EACH| 607500.00000 607500.00| 700000.00000 700000.00| 970000.00000 970000.00 Structural Steel Bent Cap Number 6 (In | | | Cap Girder, Load Transfer Beams & | | | (Speciality Item) | | | 0090 510A000 519.000 CUYD| 565.00000 293235.00| 500.00000 259500.00| 500.00000 259500.00 Bridge Substructure Concrete, Class A | | | 0100 600A000 LUMP| 294000.00000 294000.00| 260000.00000 260000.00| 475000.00000 475000.00 Mobilization | | | 0110 610C002 2300.000 TON | 33.28000 76544.00| 40.00000 92000.00| 50.00000 115000.00 Loose Riprap, Class 3 | | | 0120 665L000 500.000 LF | 28.16000 14080.00| 20.00000 10000.00| 16.00000 8000.00 Floating Basin Boom | | | 0130 680A000 LUMP| 21500.00000 21500.00| 25000.00000 25000.00| 175850.00000 175850.00 Engineering Controls | | | 0140 740B000 194.000 SQFT| 24.69000 4789.86| 15.00000 2910.00| 8.00000 1552.00 Construction Signs | | | 0150 740D000 10.000 EACH| 95.68000 956.80| 60.00000 600.00| 60.00000 600.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030328039 COUNTIES : BARBOUR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 06001 |( 3 ) 19007 |CLARK CONSTRUCTION CO., INC |F & W CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740E000 20.000 EACH| 29.29000 585.80| 10.00000 200.00| 9.75000 195.00 Cones (36 Inches High) | | | 0170 740M001 20.000 EACH| 13.23000 264.60| 7.00000 140.00| 6.50000 130.00 Ballast For Cone | | | 0180 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 66,500.00) | | | SECTION TOTALS | $ 2,459,811.61| $ 2,656,884.00| $ 3,171,924.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,459,811.61| $ 2,656,884.00| $ 3,171,924.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030328039 COUNTIES : BARBOUR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206G000 LUMP| 150000.00000 150000.00| | Partial Removal Of Existing Bridges | | | 0020 502A001 242700.000 LB | 0.54000 131058.00| | Steel Reinforcement (Grade 60) | | | 0030 506A006 234.000 LF | 1480.00000 346320.00| | Drilled Shaft Excavation, 5'-6" Diamete | | | 0040 506B006 233.000 LF | 1480.00000 344840.00| | Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0050 506C045 876.000 LF | 120.00000 105120.00| | Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0060 506F009 876.000 LF | 201.00000 176076.00| | Permanent Drilled Shaft Casing, 5'-6" | | | Diameter | | | 0070 506G005 8.000 EACH| 9100.00000 72800.00| | Crosshole Sonic Logging, 5'-6" Diameter | | | 0080 508I000 1.000 EACH| 1866114.00000 1866114.00| | Structural Steel Bent Cap Number 6 (In | | | Cap Girder, Load Transfer Beams & | | | (Speciality Item) | | | 0090 510A000 519.000 CUYD| 310.00000 160890.00| | Bridge Substructure Concrete, Class A | | | 0100 600A000 LUMP| 479000.00000 479000.00| | Mobilization | | | 0110 610C002 2300.000 TON | 39.00000 89700.00| | Loose Riprap, Class 3 | | | 0120 665L000 500.000 LF | 21.00000 10500.00| | Floating Basin Boom | | | 0130 680A000 LUMP| 64000.00000 64000.00| | Engineering Controls | | | 0140 740B000 194.000 SQFT| 9.80000 1901.20| | Construction Signs | | | 0150 740D000 10.000 EACH| 73.00000 730.00| | Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030328039 COUNTIES : BARBOUR LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02081 |( ) |( ) |BRASFIELD & GORRIE, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740E000 20.000 EACH| 11.00000 220.00| | Cones (36 Inches High) | | | 0170 740M001 20.000 EACH| 7.50000 150.00| | Ballast For Cone | | | 0180 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 66,500.00) | | | SECTION TOTALS | $ 3,999,419.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,999,419.20| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20030328040 COUNTIES : CHAMBERS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0900(219) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#1094 from Lee County line to S.R.#1 (U.S.#431). Length - 2.890 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 305,218.68 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030328040 COUNTIES : CHAMBERS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( ) |( ) |EAST ALABAMA PAVING CO., IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 3052.000 GAL | 1.50000 4578.00| | Tack Coat | | | 0020 424A340 1959.000 TON | 42.99000 84217.41| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A346 1018.000 TON | 0.00000 0.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424B636 3561.000 TON | 37.87000 134855.07| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0050 424B640 100.000 TON | 100.00000 10000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C351 551.000 TON | 39.00000 21489.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 430B043 840.000 TON | 5.00000 4200.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 22250.00000 22250.00| | Mobilization | | | 0090 701A031 6.000 MILE| 1200.00000 7200.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 4.000 MILE| 1400.00000 5600.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 2.000 MILE| 940.00000 1880.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030328040 COUNTIES : CHAMBERS LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( ) |( ) |EAST ALABAMA PAVING CO., IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701C000 4.000 MILE| 300.00000 1200.00| | Broken Temporary Traffic Stripe | | | 0130 701C001 8.000 MILE| 390.00000 3120.00| | Solid Temporary Traffic Stripe | | | 0140 703A002 60.000 SQFT| 2.80000 168.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 84.000 EACH| 5.20000 436.80| | Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 286.000 EACH| 5.40000 1544.40| | Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 173.000 SQFT| 10.00000 1730.00| | Construction Signs | | | 0180 740O000 1.000 EACH| 750.00000 750.00| | Pilot Car | | | 0190 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 14,200.00) | | | SECTION TOTALS | $ 305,218.68| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 305,218.68| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20030328042 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-2713(201) for constructing the Bridge Replacement (Precast) on C.R.#43 over Amos Mill Creek northeast of Damascus. Length - 0.037 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 359,972.00 100.0000% 2 12037 LANEY & SONS CONSTRUCTION, INC. $ 364,117.90 101.1517% 3 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 365,902.00 101.6474% 4 13021 MURPHREE BRIDGE CORPORATION $ 392,318.27 108.9858% 5 13099 MCINNIS, LLC $ 395,061.00 109.7477% 6 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 448,229.11 124.5178% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030328042 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 12037 |( 3 ) 14005 |F & W CONSTRUCTION CO., INC |LANEY & SONS CONSTRUCTION, |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 35000.00000 35000.00| 10000.00000 10000.00| 36000.00000 36000.00 Removal Of Old Bridge, Station 335+40.0 | | | 0020 210A000 1990.000 CUYD| 5.00000 9950.00| 4.00000 7960.00| 5.00000 9950.00 Unclassified Excavation | | | 0030 502A000 279.000 LB | 1.00000 279.00| 2.00000 558.00| 1.00000 279.00 Steel Reinforcement | | | 0040 502A001 3570.000 LB | 0.50000 1785.00| 0.75000 2677.50| 0.50000 1785.00 Steel Reinforcement (Grade 60) | | | 0050 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 1500.00000 1500.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 1000.00000 1000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M002 1980.000 LF | 25.00000 49500.00| 25.00000 49500.00| 20.00000 39600.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 508A000 850.000 LB | 2.00000 1700.00| 2.70000 2295.00| 2.50000 2125.00 Structural Steel | | | 0090 510A000 65.000 CUYD| 220.00000 14300.00| 450.00000 29250.00| 475.00000 30875.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 66.000 EACH| 80.00000 5280.00| 95.00000 6270.00| 100.00000 6600.00 Elastomeric Bearings, Type 1 | | | 0110 512B004 4.000 EACH| 3000.00000 12000.00| 3750.00000 15000.00| 2800.00000 11200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 30.000 EACH| 3000.00000 90000.00| 3250.00000 97500.00| 3400.00000 102000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 10.000 EACH| 3200.00000 32000.00| 4000.00000 40000.00| 3700.00000 37000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 6.000 EACH| 3500.00000 21000.00| 3950.00000 23700.00| 3500.00000 21000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030328042 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 12037 |( 3 ) 14005 |F & W CONSTRUCTION CO., INC |LANEY & SONS CONSTRUCTION, |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D030 4.000 EACH| 3500.00000 14000.00| 3975.00000 15900.00| 3400.00000 13600.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0160 600A000 LUMP| 35000.00000 35000.00| 20000.00000 20000.00| 10000.00000 10000.00 Mobilization | | | 0170 610C001 576.000 TON | 18.00000 10368.00| 35.00000 20160.00| 30.00000 17280.00 Loose Riprap, Class 2 | | | 0180 610D003 532.000 SQYD| 2.50000 1330.00| 3.95000 2101.40| 4.00000 2128.00 Filter Blanket, Geotextile | | | 0190 630C003 4.000 EACH| 1150.00000 4600.00| 925.00000 3700.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0200 630C050 4.000 EACH| 1750.00000 7000.00| 1425.00000 5700.00| 1400.00000 5600.00 Guardrail End Anchor, Type 20 Series | | | 0210 665F000 50.000 EACH| 5.00000 250.00| 6.00000 300.00| 5.00000 250.00 Hay Bales | | | 0220 665J000 200.000 LF | 3.50000 700.00| 8.50000 1700.00| 5.00000 1000.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 3000.00000 3000.00 Engineering Controls | | | 0240 740B000 262.000 SQFT| 15.00000 3930.00| 8.00000 2096.00| 15.00000 3930.00 Construction Signs | | | 0250 740F002 8.000 EACH| 400.00000 3200.00| 250.00000 2000.00| 400.00000 3200.00 Barricades, Type III | | | 0260 740I005 2.000 EACH| 400.00000 800.00| 375.00000 750.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | 0270 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 8,900.00 | | | SECTION TOTALS | $ 359,972.00| $ 364,117.90| $ 365,902.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 359,972.00| $ 364,117.90| $ 365,902.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030328042 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( 6 ) 03001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |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| 20000.00000 20000.00| 20000.00000 20000.00| 40000.00000 40000.00 Removal Of Old Bridge, Station 335+40.0 | | | 0020 210A000 1990.000 CUYD| 3.50000 6965.00| 8.00000 15920.00| 5.00000 9950.00 Unclassified Excavation | | | 0030 502A000 279.000 LB | 1.00000 279.00| 1.00000 279.00| 4.00000 1116.00 Steel Reinforcement | | | 0040 502A001 3570.000 LB | 0.50000 1785.00| 1.00000 3570.00| 1.10000 3927.00 Steel Reinforcement (Grade 60) | | | 0050 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) | | | 0060 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) | | | 0070 505M002 1980.000 LF | 14.00000 27720.00| 20.00000 39600.00| 22.00000 43560.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 508A000 850.000 LB | 2.50000 2125.00| 2.00000 1700.00| 3.00000 2550.00 Structural Steel | | | 0090 510A000 65.000 CUYD| 700.00000 45500.00| 500.00000 32500.00| 550.00000 35750.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 66.000 EACH| 55.00000 3630.00| 60.00000 3960.00| 72.50000 4785.00 Elastomeric Bearings, Type 1 | | | 0110 512B004 4.000 EACH| 3370.00000 13480.00| 3000.00000 12000.00| 3450.00000 13800.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 30.000 EACH| 3530.00000 105900.00| 3700.00000 111000.00| 3830.00000 114900.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 10.000 EACH| 3760.00000 37600.00| 4000.00000 40000.00| 4250.00000 42500.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 6.000 EACH| 3585.00000 21510.00| 4000.00000 24000.00| 4300.00000 25800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 042 -5 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030328042 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( 6 ) 03001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D030 4.000 EACH| 3560.00000 14240.00| 4000.00000 16000.00| 4225.00000 16900.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0160 600A000 LUMP| 51472.77000 51472.77| 30000.00000 30000.00| 50243.71000 50243.71 Mobilization | | | 0170 610C001 576.000 TON | 30.00000 17280.00| 25.00000 14400.00| 30.00000 17280.00 Loose Riprap, Class 2 | | | 0180 610D003 532.000 SQYD| 2.00000 1064.00| 3.50000 1862.00| 2.50000 1330.00 Filter Blanket, Geotextile | | | 0190 630C003 4.000 EACH| 1425.00000 5700.00| 1100.00000 4400.00| 925.00000 3700.00 Guardrail End Anchor, Type 13 | | | 0200 630C050 4.000 EACH| 925.00000 3700.00| 1450.00000 5800.00| 1425.00000 5700.00 Guardrail End Anchor, Type 20 Series | | | 0210 665F000 50.000 EACH| 6.25000 312.50| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0220 665J000 200.000 LF | 3.20000 640.00| 6.00000 1200.00| 3.50000 700.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 3700.00000 3700.00| 5000.00000 5000.00| 5000.00000 5000.00 Engineering Controls | | | 0240 740B000 262.000 SQFT| 7.50000 1965.00| 10.00000 2620.00| 7.95000 2082.90 Construction Signs | | | 0250 740F002 8.000 EACH| 175.00000 1400.00| 500.00000 4000.00| 240.45000 1923.60 Barricades, Type III | | | 0260 740I005 2.000 EACH| 175.00000 350.00| 500.00000 1000.00| 240.45000 480.90 Warning Lights, Type B (Detachable Head | | | 0270 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 8,900.00 | | | SECTION TOTALS | $ 392,318.27| $ 395,061.00| $ 448,229.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 392,318.27| $ 395,061.00| $ 448,229.11 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20030328043 COUNTIES : GENEVA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 125 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3100(203) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#6 over Spring Creek east of Geneva. Length - 0.368 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 793,618.03 100.0000% 2 13099 MCINNIS, LLC $ 794,746.70 100.1422% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 794,928.07 100.1651% 4 06001 F & W CONSTRUCTION COMPANY, INC. $ 796,982.19 100.4239% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030328043 COUNTIES : GENEVA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 03001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |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 201A000 LUMP| 14500.00000 14500.00| 28000.00000 28000.00| 22000.00000 22000.00 Clearing & Grubbing (Approximately 3 | | | ACRES) | | | 0020 206A000 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| 40000.00000 40000.00 Removal Of Old Bridge, Station 84+00.00 | | | 0030 206D000 70.000 LF | 3.10000 217.00| 20.00000 1400.00| 3.10000 217.00 Removing Pipe | | | 0040 210A000 2171.000 CUYD| 2.57000 5579.47| 4.00000 8684.00| 2.57000 5579.47 Unclassified Excavation | | | 0050 210D021 7876.000 CUYD| 6.50000 51194.00| 4.00000 31504.00| 6.50000 51194.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 230A000 17.000 RBST| 325.00000 5525.00| 350.00000 5950.00| 325.00000 5525.00 Roadbed Processing | | | 0070 301A162 4256.000 SQYD| 4.00000 17024.00| 4.50000 19152.00| 4.00000 17024.00 Soil Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0080 401A000 3773.000 SQYD| 0.50000 1886.50| 0.40000 1509.20| 0.50000 1886.50 Bituminous Treatment A | | | 0090 429A201 254.000 TON | 62.50000 15875.00| 60.00000 15240.00| 62.50000 15875.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 430B000 20.000 TON | 33.00000 660.00| 35.00000 700.00| 33.00000 660.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0110 502A000 1013.000 LB | 1.00000 1013.00| 0.50000 506.50| 2.00000 2026.00 Steel Reinforcement | | | 0120 505M002 2239.000 LF | 22.00000 49258.00| 20.00000 44780.00| 23.00000 51497.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0130 507A000 2.000 EACH| 2500.00000 5000.00| 2000.00000 4000.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0140 510A000 43.000 CUYD| 700.00000 30100.00| 400.00000 17200.00| 450.00000 19350.00 Bridge Substructure Concrete, Class A | | | 0150 511A000 99.000 EACH| 150.00000 14850.00| 90.00000 8910.00| 110.00000 10890.00 Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030328043 COUNTIES : GENEVA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 03001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512A017 2.000 EACH| 3110.00000 6220.00| 3200.00000 6400.00| 3950.00000 7900.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0170 512B016 7.000 EACH| 3816.00000 26712.00| 3500.00000 24500.00| 4475.00000 31325.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0180 512C018 48.000 EACH| 4100.00000 196800.00| 4500.00000 216000.00| 4375.00000 210000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-113/4" Long | | | (30^ Skew) | | | 0190 512C026 16.000 EACH| 4370.00000 69920.00| 4400.00000 70400.00| 4925.00000 78800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | (30^ Skew) | | | 0200 512D026 12.000 EACH| 4165.00000 49980.00| 4000.00000 48000.00| 4500.00000 54000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long (30^ | | | Skew) | | | 0210 512D032 4.000 EACH| 4135.00000 16540.00| 4000.00000 16000.00| 4500.00000 18000.00 Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long (30^ Skew) | | | 0220 512E013 12.000 EACH| 300.00000 3600.00| 3850.00000 46200.00| 500.00000 6000.00 Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0230 512E014 8.000 EACH| 360.00000 2880.00| 350.00000 2800.00| 585.00000 4680.00 Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0240 512F002 8.000 EACH| 635.00000 5080.00| 600.00000 4800.00| 850.00000 6800.00 Precast Concrete Wing Panels, Type W3 | | | 0250 512G000 2.000 EACH| 435.00000 870.00| 450.00000 900.00| 665.00000 1330.00 Precast Concrete Abutment Wing Cap Pane | | | 0260 512G001 2.000 EACH| 410.00000 820.00| 450.00000 900.00| 675.00000 1350.00 Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0270 524B011 10.000 CUYD| 900.00000 9000.00| 600.00000 6000.00| 1000.00000 10000.00 Culvert Concrete Extension (Cast In | | | Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030328043 COUNTIES : GENEVA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 03001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 600A000 LUMP| 99161.54000 99161.54| 75000.00000 75000.00| 63700.00000 63700.00 Mobilization | | | 0290 610C001 450.000 TON | 35.00000 15750.00| 25.00000 11250.00| 29.50000 13275.00 Loose Riprap, Class 2 | | | 0300 610D003 800.000 SQYD| 2.00000 1600.00| 2.50000 2000.00| 2.10000 1680.00 Filter Blanket, Geotextile | | | 0310 630A001 150.000 LF | 25.00000 3750.00| 25.00000 3750.00| 25.00000 3750.00 Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 4.000 EACH| 925.00000 3700.00| 1150.00000 4600.00| 925.00000 3700.00 Guardrail End Anchor, Type 13 | | | 0330 630C070 8.000 EACH| 1150.00000 9200.00| 925.00000 7400.00| 1150.00000 9200.00 Guardrail End Anchor, Type 10 Series | | | 0340 650B000 963.000 CUYD| 6.04000 5816.52| 7.00000 6741.00| 6.04000 5816.52 Topsoil From Stockpiles | | | 0350 652A061 3.000 ACRE| 375.00000 1125.00| 600.00000 1800.00| 460.00000 1380.00 Seeding (Mix 3E) | | | 0360 656A001 3.000 ACRE| 450.00000 1350.00| 600.00000 1800.00| 460.00000 1380.00 Mulching, Class A, Type 2 | | | 0370 665F000 46.000 EACH| 4.00000 184.00| 5.00000 230.00| 5.27000 242.42 Hay Bales | | | 0380 665J000 184.000 LF | 3.00000 552.00| 5.00000 920.00| 4.25000 782.00 Silt Fence, Type A | | | 0390 680A000 LUMP| 8400.00000 8400.00| 9000.00000 9000.00| 5000.00000 5000.00 Engineering Controls | | | 0400 701A030 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0410 701A034 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0420 701A044 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0430 740B000 262.000 SQFT| 7.50000 1965.00| 10.00000 2620.00| 8.00000 2096.00 Construction Signs | | | 0440 740F002 8.000 EACH| 175.00000 1400.00| 400.00000 3200.00| 192.11000 1536.88 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 043 -5 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030328043 COUNTIES : GENEVA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 03001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 740I005 2.000 EACH| 280.00000 560.00| 500.00000 1000.00| 240.14000 480.28 Warning Lights, Type B (Detachable Head | | | 0460 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 23,700.00) | | | SECTION TOTALS | $ 793,618.03| $ 794,746.70| $ 794,928.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 793,618.03| $ 794,746.70| $ 794,928.07 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 043 -6 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030328043 COUNTIES : GENEVA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 06001 |( ) |( ) |F & W 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| 42000.00000 42000.00| | Clearing & Grubbing (Approximately 3 | | | ACRES) | | | 0020 206A000 LUMP| 48000.00000 48000.00| | Removal Of Old Bridge, Station 84+00.00 | | | 0030 206D000 70.000 LF | 3.10000 217.00| | Removing Pipe | | | 0040 210A000 2171.000 CUYD| 2.57000 5579.47| | Unclassified Excavation | | | 0050 210D021 7876.000 CUYD| 6.50000 51194.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 230A000 17.000 RBST| 325.00000 5525.00| | Roadbed Processing | | | 0070 301A162 4256.000 SQYD| 4.00000 17024.00| | Soil Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0080 401A000 3773.000 SQYD| 0.40000 1509.20| | Bituminous Treatment A | | | 0090 429A201 254.000 TON | 60.00000 15240.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 430B000 20.000 TON | 33.00000 660.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0110 502A000 1013.000 LB | 1.00000 1013.00| | Steel Reinforcement | | | 0120 505M002 2239.000 LF | 24.00000 53736.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0130 507A000 2.000 EACH| 2500.00000 5000.00| | Wire Rope Abutment Anchor Assembly | | | 0140 510A000 43.000 CUYD| 600.00000 25800.00| | Bridge Substructure Concrete, Class A | | | 0150 511A000 99.000 EACH| 100.00000 9900.00| | Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 043 -7 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030328043 COUNTIES : GENEVA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 06001 |( ) |( ) |F & W CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512A017 2.000 EACH| 3750.00000 7500.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0170 512B016 7.000 EACH| 4000.00000 28000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0180 512C018 48.000 EACH| 4000.00000 192000.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-113/4" Long | | | (30^ Skew) | | | 0190 512C026 16.000 EACH| 4500.00000 72000.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | (30^ Skew) | | | 0200 512D026 12.000 EACH| 4000.00000 48000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long (30^ | | | Skew) | | | 0210 512D032 4.000 EACH| 4000.00000 16000.00| | Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long (30^ Skew) | | | 0220 512E013 12.000 EACH| 600.00000 7200.00| | Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0230 512E014 8.000 EACH| 600.00000 4800.00| | Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0240 512F002 8.000 EACH| 800.00000 6400.00| | Precast Concrete Wing Panels, Type W3 | | | 0250 512G000 2.000 EACH| 600.00000 1200.00| | Precast Concrete Abutment Wing Cap Pane | | | 0260 512G001 2.000 EACH| 600.00000 1200.00| | Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0270 524B011 10.000 CUYD| 1000.00000 10000.00| | Culvert Concrete Extension (Cast In | | | Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 043 -8 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030328043 COUNTIES : GENEVA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 06001 |( ) |( ) |F & W CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 600A000 LUMP| 75000.00000 75000.00| | Mobilization | | | 0290 610C001 450.000 TON | 29.50000 13275.00| | Loose Riprap, Class 2 | | | 0300 610D003 800.000 SQYD| 1.10000 880.00| | Filter Blanket, Geotextile | | | 0310 630A001 150.000 LF | 10.00000 1500.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 4.000 EACH| 1000.00000 4000.00| | Guardrail End Anchor, Type 13 | | | 0330 630C070 8.000 EACH| 1250.00000 10000.00| | Guardrail End Anchor, Type 10 Series | | | 0340 650B000 963.000 CUYD| 6.04000 5816.52| | Topsoil From Stockpiles | | | 0350 652A061 3.000 ACRE| 1.00000 3.00| | Seeding (Mix 3E) | | | 0360 656A001 3.000 ACRE| 1.00000 3.00| | Mulching, Class A, Type 2 | | | 0370 665F000 46.000 EACH| 5.00000 230.00| | Hay Bales | | | 0380 665J000 184.000 LF | 3.50000 644.00| | Silt Fence, Type A | | | 0390 680A000 LUMP| 1000.00000 1000.00| | Engineering Controls | | | 0400 701A030 1.000 MILE| 1.00000 1.00| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0410 701A034 1.000 MILE| 1.00000 1.00| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0420 701A044 1.000 MILE| 1.00000 1.00| | Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0430 740B000 262.000 SQFT| 15.00000 3930.00| | Construction Signs | | | 0440 740F002 8.000 EACH| 400.00000 3200.00| | Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 043 -9 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030328043 COUNTIES : GENEVA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 06001 |( ) |( ) |F & W CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 740I005 2.000 EACH| 400.00000 800.00| | Warning Lights, Type B (Detachable Head | | | 0460 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 23,700.00) | | | SECTION TOTALS | $ 796,982.19| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 796,982.19| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20030328044 COUNTIES : HALE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3300(201) for constructing the Bridge Replacement (Precast) on C.R.#31 over Five Mile Creek southeast of Akron. Length - 0.152 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 558,678.00 100.0000% 2 02088 B & B ENGINEERING & DESIGN $ 576,512.00 103.1922% 3 23071 WARRIOR CONSTRUCTORS, INC. $ 586,970.00 105.0641% 4 13099 MCINNIS, LLC $ 593,825.50 106.2912% 5 01007 ALABAMA BRIDGE BUILDERS, INC. $ 597,381.00 106.9276% 6 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 704,703.11 126.1376% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030328044 COUNTIES : HALE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 02088 |( 3 ) 23071 |G. W. NORRELL CONTRACTING C |B & B ENGINEERING & DESIGN |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| 20000.00000 20000.00| 13000.00000 13000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 30+02.2 | | | 0020 206A001 LUMP| 25000.00000 25000.00| 60000.00000 60000.00| 57000.00000 57000.00 Removal Of Old Bridge, Station 32+99.8 | | | 0030 206A002 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 37+58.5 | | | 0040 210A000 400.000 CUYD| 5.00000 2000.00| 6.00000 2400.00| 10.00000 4000.00 Unclassified Excavation | | | 0050 502A000 224.000 LB | 1.00000 224.00| 2.00000 448.00| 5.00000 1120.00 Steel Reinforcement | | | 0060 505A032 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0080 505M002 2530.000 LF | 21.00000 53130.00| 22.00000 55660.00| 22.00000 55660.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 507A000 2.000 EACH| 2100.00000 4200.00| 3000.00000 6000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0100 510A000 42.000 CUYD| 450.00000 18900.00| 600.00000 25200.00| 300.00000 12600.00 Bridge Substructure Concrete, Class A | | | 0110 511A000 99.000 EACH| 100.00000 9900.00| 75.00000 7425.00| 90.00000 8910.00 Elastomeric Bearings, Type 1 | | | 0120 512A014 2.000 EACH| 2800.00000 5600.00| 3200.00000 6400.00| 3900.00000 7800.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512B004 7.000 EACH| 2700.00000 18900.00| 3200.00000 22400.00| 3900.00000 27300.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0140 512C017 48.000 EACH| 3450.00000 165600.00| 3400.00000 163200.00| 3100.00000 148800.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030328044 COUNTIES : HALE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 02088 |( 3 ) 23071 |G. W. NORRELL CONTRACTING C |B & B ENGINEERING & DESIGN |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C025 16.000 EACH| 3750.00000 60000.00| 3500.00000 56000.00| 3400.00000 54400.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0160 512D025 12.000 EACH| 3500.00000 42000.00| 3300.00000 39600.00| 3400.00000 40800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0170 512D030 4.000 EACH| 3500.00000 14000.00| 3300.00000 13200.00| 3400.00000 13600.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0180 512E001 12.000 EACH| 650.00000 7800.00| 325.00000 3900.00| 400.00000 4800.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0190 512E002 4.000 EACH| 650.00000 2600.00| 375.00000 1500.00| 500.00000 2000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0200 512F001 6.000 EACH| 750.00000 4500.00| 475.00000 2850.00| 400.00000 2400.00 Precast Concrete Wing Panels, Type W2 | | | 0210 512F002 2.000 EACH| 900.00000 1800.00| 600.00000 1200.00| 500.00000 1000.00 Precast Concrete Wing Panels, Type W3 | | | 0220 512G000 4.000 EACH| 750.00000 3000.00| 475.00000 1900.00| 550.00000 2200.00 Precast Concrete Abutment Wing Cap Pane | | | 0230 600A000 LUMP| 27000.00000 27000.00| 22000.00000 22000.00| 50000.00000 50000.00 Mobilization | | | 0240 610C001 725.000 TON | 27.00000 19575.00| 22.00000 15950.00| 27.00000 19575.00 Loose Riprap, Class 2 | | | 0250 610D000 570.000 SQYD| 5.00000 2850.00| 3.00000 1710.00| 4.00000 2280.00 Filter Blanket | | | 0260 630C003 4.000 EACH| 950.00000 3800.00| 1300.00000 5200.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0270 630C070 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0280 665F000 250.000 EACH| 4.00000 1000.00| 5.00000 1250.00| 8.00000 2000.00 Hay Bales | | | 0290 665J000 1621.000 LF | 4.00000 6484.00| 6.00000 9726.00| 10.00000 16210.00 Silt Fence, Type A | | | 0300 680A000 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 5000.00000 5000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030328044 COUNTIES : HALE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 02088 |( 3 ) 23071 |G. W. NORRELL CONTRACTING C |B & B ENGINEERING & DESIGN |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740B000 261.000 SQFT| 15.00000 3915.00| 13.00000 3393.00| 15.00000 3915.00 Construction Signs | | | 0320 740F002 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 500.00000 4000.00 Barricades, Type III | | | 0330 740I005 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| 600.00000 1200.00 Warning Lights, Type B (Detachable Head | | | 0340 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 13,000.00) | | | SECTION TOTALS | $ 558,678.00| $ 576,512.00| $ 586,970.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 558,678.00| $ 576,512.00| $ 586,970.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 044 -5 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030328044 COUNTIES : HALE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01007 |( 6 ) 03001 |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, IN |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| 5000.00000 5000.00| 25000.00000 25000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 30+02.2 | | | 0020 206A001 LUMP| 29000.00000 29000.00| 25000.00000 25000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 32+99.8 | | | 0030 206A002 LUMP| 5000.00000 5000.00| 25000.00000 25000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 37+58.5 | | | 0040 210A000 400.000 CUYD| 5.00000 2000.00| 10.00000 4000.00| 5.00000 2000.00 Unclassified Excavation | | | 0050 502A000 224.000 LB | 3.00000 672.00| 2.00000 448.00| 9.00000 2016.00 Steel Reinforcement | | | 0060 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 1.000 EACH| 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) | | | 0080 505M002 2530.000 LF | 22.00000 55660.00| 30.00000 75900.00| 24.00000 60720.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 507A000 2.000 EACH| 3500.00000 7000.00| 1500.00000 3000.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0100 510A000 42.000 CUYD| 350.00000 14700.00| 250.00000 10500.00| 600.00000 25200.00 Bridge Substructure Concrete, Class A | | | 0110 511A000 99.000 EACH| 100.00000 9900.00| 100.00000 9900.00| 75.00000 7425.00 Elastomeric Bearings, Type 1 | | | 0120 512A014 2.000 EACH| 4000.00000 8000.00| 2000.00000 4000.00| 4000.00000 8000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512B004 7.000 EACH| 4000.00000 28000.00| 3000.00000 21000.00| 4000.00000 28000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0140 512C017 48.000 EACH| 4200.00000 201600.00| 3000.00000 144000.00| 4000.00000 192000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 044 -6 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030328044 COUNTIES : HALE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01007 |( 6 ) 03001 |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C025 16.000 EACH| 4000.00000 64000.00| 3500.00000 56000.00| 4200.00000 67200.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0160 512D025 12.000 EACH| 3800.00000 45600.00| 3000.00000 36000.00| 4200.00000 50400.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0170 512D030 4.000 EACH| 3800.00000 15200.00| 3000.00000 12000.00| 4200.00000 16800.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0180 512E001 12.000 EACH| 600.00000 7200.00| 1000.00000 12000.00| 550.00000 6600.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0190 512E002 4.000 EACH| 650.00000 2600.00| 1000.00000 4000.00| 625.00000 2500.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0200 512F001 6.000 EACH| 650.00000 3900.00| 1000.00000 6000.00| 850.00000 5100.00 Precast Concrete Wing Panels, Type W2 | | | 0210 512F002 2.000 EACH| 750.00000 1500.00| 1500.00000 3000.00| 1000.00000 2000.00 Precast Concrete Wing Panels, Type W3 | | | 0220 512G000 4.000 EACH| 600.00000 2400.00| 1500.00000 6000.00| 750.00000 3000.00 Precast Concrete Abutment Wing Cap Pane | | | 0230 600A000 LUMP| 28000.00000 28000.00| 60000.00000 60000.00| 76378.96000 76378.96 Mobilization | | | 0240 610C001 725.000 TON | 28.00000 20300.00| 30.00000 21750.00| 30.00000 21750.00 Loose Riprap, Class 2 | | | 0250 610D000 570.000 SQYD| 3.00000 1710.00| 3.00000 1710.00| 2.00000 1140.00 Filter Blanket | | | 0260 630C003 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0270 630C070 4.000 EACH| 1300.00000 5200.00| 1500.00000 6000.00| 1200.00000 4800.00 Guardrail End Anchor, Type 10 Series | | | 0280 665F000 250.000 EACH| 6.00000 1500.00| 2.00000 500.00| 8.40000 2100.00 Hay Bales | | | 0290 665J000 1621.000 LF | 3.50000 5673.50| 3.00000 4863.00| 3.47000 5624.87 Silt Fence, Type A | | | 0300 680A000 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 5716.11000 5716.11 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 044 -7 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030328044 COUNTIES : HALE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01007 |( 6 ) 03001 |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740B000 261.000 SQFT| 10.00000 2610.00| 10.00000 2610.00| 7.69000 2007.09 Construction Signs | | | 0320 740F002 8.000 EACH| 250.00000 2000.00| 200.00000 1600.00| 205.39000 1643.12 Barricades, Type III | | | 0330 740I005 2.000 EACH| 550.00000 1100.00| 300.00000 600.00| 290.98000 581.96 Warning Lights, Type B (Detachable Head | | | 0340 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 13,000.00) | | | SECTION TOTALS | $ 593,825.50| $ 597,381.00| $ 704,703.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 593,825.50| $ 597,381.00| $ 704,703.11 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20030328045 COUNTIES : LAWRENCE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4000(205) for constructing the Bridge Replacement (Bridge Culvert) on C.R. 133 over Masterson Creek west of Hatton. Length - 0.006 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 122,966.50 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 123,395.00 100.3485% 3 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 126,603.25 102.9575% 4 07048 GLASGOW CONSTRUCTION CO., INC. $ 128,286.25 104.3262% 5 19074 S & M EQUIPMENT CO., INC. $ 139,614.75 113.5389% 6 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 139,878.10 113.7530% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030328045 COUNTIES : LAWRENCE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18036 |( 3 ) 03071 |JOE KEENUM EXCAVATION & CON |RILEY BRIDGE & ENGINEERING |CHRISTOPHER PLUMBING & ELECTRIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 4400.00000 4400.00 Removal Of Old Bridge, Station 6+81 | | | 0020 214A000 400.000 CUYD| 37.00000 14800.00| 24.50000 9800.00| 39.00000 15600.00 Structure Excavation | | | 0030 214B001 140.000 CUYD| 12.00000 1680.00| 21.00000 2940.00| 15.00000 2100.00 Foundation Backfill, Commercial | | | 0040 502A000 42325.000 LB | 0.50000 21162.50| 0.44000 18623.00| 0.45000 19046.25 Steel Reinforcement | | | 0050 524A011 220.000 CUYD| 270.00000 59400.00| 280.00000 61600.00| 255.00000 56100.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 5000.00000 5000.00| 9000.00000 9000.00| 8500.00000 8500.00 Mobilization | | | 0070 630A001 200.000 LF | 11.10000 2220.00| 11.50000 2300.00| 24.00000 4800.00 Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C050 4.000 EACH| 1250.00000 5000.00| 1275.00000 5100.00| 1350.00000 5400.00 Guardrail End Anchor, Type 20 Series | | | 0090 665F000 50.000 EACH| 4.00000 200.00| 5.00000 250.00| 4.50000 225.00 Hay Bales | | | 0100 665J000 560.000 LF | 4.50000 2520.00| 5.00000 2800.00| 5.50000 3080.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2500.00000 2500.00 Engineering Controls | | | 0120 740B000 198.000 SQFT| 8.00000 1584.00| 9.00000 1782.00| 10.00000 1980.00 Construction Signs | | | 0130 740F002 8.000 EACH| 125.00000 1000.00| 450.00000 3600.00| 200.00000 1600.00 Barricades, Type III | | | 0140 740I005 6.000 EACH| 400.00000 2400.00| 350.00000 2100.00| 212.00000 1272.00 Warning Lights, Type B (Detachable Head | | | 0150 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 3900) | | | SECTION TOTALS | $ 122,966.50| $ 123,395.00| $ 126,603.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 122,966.50| $ 123,395.00| $ 126,603.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030328045 COUNTIES : LAWRENCE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07048 |( 5 ) 19074 |( 6 ) 03023 |GLASGOW CONSTRUCTION CO., I |S & M EQUIPMENT CO., INC. |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 6+81 | | | 0020 214A000 400.000 CUYD| 30.00000 12000.00| 30.00000 12000.00| 40.00000 16000.00 Structure Excavation | | | 0030 214B001 140.000 CUYD| 20.00000 2800.00| 20.00000 2800.00| 25.00000 3500.00 Foundation Backfill, Commercial | | | 0040 502A000 42325.000 LB | 0.45000 19046.25| 0.63000 26664.75| 0.60000 25395.00 Steel Reinforcement | | | 0050 524A011 220.000 CUYD| 300.00000 66000.00| 270.00000 59400.00| 275.00000 60500.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 Mobilization | | | 0070 630A001 200.000 LF | 12.00000 2400.00| 12.21000 2442.00| 13.00000 2600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C050 4.000 EACH| 1500.00000 6000.00| 1375.00000 5500.00| 1450.00000 5800.00 Guardrail End Anchor, Type 20 Series | | | 0090 665F000 50.000 EACH| 10.00000 500.00| 7.50000 375.00| 5.00000 250.00 Hay Bales | | | 0100 665J000 560.000 LF | 5.00000 2800.00| 5.00000 2800.00| 3.00000 1680.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1000.00000 1000.00| 8000.00000 8000.00| 4000.00000 4000.00 Engineering Controls | | | 0120 740B000 198.000 SQFT| 10.00000 1980.00| 8.50000 1683.00| 8.45000 1673.10 Construction Signs | | | 0130 740F002 8.000 EACH| 160.00000 1280.00| 275.00000 2200.00| 175.00000 1400.00 Barricades, Type III | | | 0140 740I005 6.000 EACH| 80.00000 480.00| 125.00000 750.00| 180.00000 1080.00 Warning Lights, Type B (Detachable Head | | | 0150 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 3900) | | | SECTION TOTALS | $ 128,286.25| $ 139,614.75| $ 139,878.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 128,286.25| $ 139,614.75| $ 139,878.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 CONTRACT TIME : 160 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-4706(200) for constructing the Widening, Resurfacing, Traffic Signals, and Traffic Stripe on S.R.#233 from S.R.#118 (U.S.#78) east of Glen Allen to Corridor "X". Length - 2.310 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 2,953,687.00 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 3,150,433.98 106.6611% 3 01018 APAC-ALABAMA, INC. $ 3,159,412.78 106.9651% 4 18024 RACON, INC. $ 3,162,195.51 107.0593% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01018 |TRI-COUNTY CONCRETE CONSTRU |S & M EQUIPMENT 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 201A000 LUMP| 125000.00000 125000.00| 239000.00000 239000.00| 30004.92000 30004.92 Clearing & Grubbing (Approximately 26 | | | ACRES) | | | 0020 204A000 1.000 EACH| 250.00000 250.00| 1275.00000 1275.00| 467.64000 467.64 Closing Water Well | | | 0030 205A001 1.000 EACH| 500.00000 500.00| 3000.00000 3000.00| 168.34000 168.34 Removal Of Structures, Structure No. 1 | | | 0040 206C003 300.000 SQYD| 1.00000 300.00| 3.00000 900.00| 1.99000 597.00 Removing Concrete Flumes | | | 0050 206C017 11.000 SQYD| 1.00000 11.00| 12.00000 132.00| 13.30000 146.30 Removing Concrete Pad | | | 0060 206D000 451.000 LF | 2.00000 902.00| 4.10000 1849.10| 10.11000 4559.61 Removing Pipe | | | 0070 210A000 81550.000 CUYD| 2.75000 224262.50| 1.75000 142712.50| 3.42000 278901.00 Unclassified Excavation | | | 0080 210D000 58487.000 CUYD| 4.00000 233948.00| 4.25000 248569.75| 4.39000 256757.93 Borrow Excavation | | | 0090 214A000 971.000 CUYD| 3.00000 2913.00| 21.00000 20391.00| 1.73000 1679.83 Structure Excavation | | | 0100 214B001 387.000 CUYD| 16.00000 6192.00| 21.13000 8177.31| 11.94000 4620.78 Foundation Backfill, Commercial | | | 0110 301A012 47250.000 SQYD| 4.50000 212625.00| 3.98000 188055.00| 5.15000 243337.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 305B060 1375.000 TON | 15.60000 21450.00| 12.36000 16995.00| 16.98000 23347.50 Crushed Aggregate, Section 825, ,Type B | | | For Miscellaneous Use | | | 0130 401A000 46933.000 SQYD| 0.32000 15018.56| 0.95000 44586.35| 0.32000 15018.56 Bituminous Treatment A | | | 0140 405A000 3780.000 GAL | 1.00000 3780.00| 1.48000 5594.40| 1.01000 3817.80 Tack Coat | | | 0150 408A051 11331.000 SQYD| 0.95000 10764.45| 0.92000 10424.52| 0.79000 8951.49 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0160 424A280 3834.000 TON | 42.45000 162753.30| 43.32000 166088.88| 43.45000 166587.30 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01018 |TRI-COUNTY CONCRETE CONSTRU |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A281 4227.000 TON | 39.00000 164853.00| 43.95000 185776.65| 41.55000 175631.85 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0180 424A286 500.000 TON | 43.80000 21900.00| 51.37000 25685.00| 42.52000 21260.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424B282 10256.000 TON | 35.30000 362036.80| 33.36000 342140.16| 34.22000 350960.32 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0200 424B289 500.000 TON | 39.50000 19750.00| 38.43000 19215.00| 40.13000 20065.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0210 424B582 6418.000 TON | 32.80000 210510.40| 30.38000 194978.84| 31.45000 201846.10 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0220 424B590 4507.000 TON | 32.20000 145125.40| 38.43000 173204.01| 31.02000 139807.14 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL E | | | 0230 424C281 8311.000 TON | 32.50000 270107.50| 30.38000 252488.18| 31.60000 262627.60 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0240 424C285 300.000 TON | 49.20000 14760.00| 38.43000 11529.00| 43.27000 12981.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 428C000 23888.000 LF | 0.20000 4777.60| 0.25000 5972.00| 0.27000 6449.76 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0260 430B014 130.000 TON | 11.00000 1430.00| 13.23000 1719.90| 11.19000 1454.70 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01018 |TRI-COUNTY CONCRETE CONSTRU |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 430B017 6000.000 TON | 11.00000 66000.00| 13.23000 79380.00| 14.14000 84840.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0280 502A000 7691.000 LB | 0.55000 4230.05| 0.64000 4922.24| 0.82000 6306.62 Steel Reinforcement | | | 0290 524B011 45.000 CUYD| 200.00000 9000.00| 325.00000 14625.00| 535.50000 24097.50 Culvert Concrete Extension (Cast In | | | Place) | | | 0300 530A001 49.000 LF | 15.44000 756.56| 18.91000 926.59| 40.42000 1980.58 18" Roadway Pipe (Class 3 R.C.) | | | 0310 530A002 864.000 LF | 21.12000 18247.68| 26.59000 22973.76| 33.84000 29237.76 24" Roadway Pipe (Class 3 R.C.) | | | 0320 530A003 96.000 LF | 28.43000 2729.28| 37.29000 3579.84| 48.63000 4668.48 30" Roadway Pipe (Class 3 R.C.) | | | 0330 530A102 96.000 LF | 25.12000 2411.52| 31.19000 2994.24| 47.39000 4549.44 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0340 530A901 144.000 LF | 16.00000 2304.00| 20.70000 2980.80| 40.55000 5839.20 24" Roadway Pipe (14 Gauge C.C.M.) | | | 0350 535A001 642.000 LF | 10.00000 6420.00| 13.80000 8859.60| 26.72000 17154.24 18" Side Drain Pipe | | | 0360 535A003 48.000 LF | 17.50000 840.00| 19.38000 930.24| 45.81000 2198.88 30" Side Drain Pipe | | | 0370 600A000 LUMP| 100000.00000 100000.00| 150000.00000 150000.00| 187220.10000 187220.10 Mobilization | | | 0380 602A000 59.000 EACH| 75.00000 4425.00| 125.00000 7375.00| 215.50000 12714.50 Right Of Way Markers | | | 0390 606A000 800.000 LF | 10.00000 8000.00| 3.69000 2952.00| 15.47000 12376.00 6" Underdrain Pipe | | | 0400 610C001 3237.000 TON | 14.00000 45318.00| 17.83000 57715.71| 23.65000 76555.05 Loose Riprap, Class 2 | | | 0410 610D003 3141.000 SQYD| 3.00000 9423.00| 1.84000 5779.44| 4.45000 13977.45 Filter Blanket, Geotextile | | | 0420 614A000 28.000 CUYD| 175.00000 4900.00| 207.00000 5796.00| 224.40000 6283.20 Slope Paving | | | 0430 619A003 17.000 EACH| 350.00000 5950.00| 437.00000 7429.00| 637.50000 10837.50 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01018 |TRI-COUNTY CONCRETE CONSTRU |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 619A004 2.000 EACH| 600.00000 1200.00| 483.00000 966.00| 714.00000 1428.00 30" Roadway Pipe End Treatment, Class 1 | | | 0450 619A101 26.000 EACH| 400.00000 10400.00| 373.75000 9717.50| 510.00000 13260.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 619A103 2.000 EACH| 700.00000 1400.00| 437.00000 874.00| 714.00000 1428.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 620A000 1.000 CUYD| 600.00000 600.00| 750.00000 750.00| 624.91000 624.91 Minor Structure Concrete | | | 0480 621A000 7.000 EACH| 1000.00000 7000.00| 2070.00000 14490.00| 2142.00000 14994.00 Junction Boxes, Type 1, 1P Or 5 | | | 0490 621A010 6.000 EACH| 850.00000 5100.00| 2070.00000 12420.00| 1887.00000 11322.00 Junction Boxes, Type 3 | | | 0500 621C002 2.000 EACH| 1200.00000 2400.00| 2070.00000 4140.00| 1657.50000 3315.00 Inlets, Type C, P1 Or P3 | | | 0510 621C020 2.000 EACH| 1000.00000 2000.00| 2070.00000 4140.00| 1530.00000 3060.00 Inlets, Type Y | | | 0520 621D019 4.000 EACH| 300.00000 1200.00| 747.50000 2990.00| 510.00000 2040.00 Inlet Units, Type Y | | | 0530 630A001 1850.000 LF | 10.10000 18685.00| 11.11000 20553.50| 10.95000 20257.50 Steel Beam Guardrail, Class A, Type 2 | | | 0540 630C070 8.000 EACH| 1100.00000 8800.00| 1210.00000 9680.00| 1194.65000 9557.20 Guardrail End Anchor, Type 10 Series | | | 0550 650A000 5528.000 CUYD| 4.25000 23494.00| 4.60000 25428.80| 4.41000 24378.48 Topsoil | | | 0560 650B000 11747.000 CUYD| 3.00000 35241.00| 1.44000 16915.68| 3.33000 39117.51 Topsoil From Stockpiles | | | 0570 652A050 10.000 ACRE| 475.00000 4750.00| 522.50000 5225.00| 533.36000 5333.60 Seeding (Mix 1A) | | | 0580 652A053 2.000 ACRE| 475.00000 950.00| 522.50000 1045.00| 533.36000 1066.72 Seeding (Mix 1E) | | | 0590 652B050 10.000 ACRE| 375.00000 3750.00| 412.50000 4125.00| 533.36000 5333.60 Temporary Seeding (Mix 1AT) | | | 0600 652C000 22.000 ACRE| 50.00000 1100.00| 55.00000 1210.00| 48.20000 1060.40 Mowing | | | 0610 652D050 10.000 ACRE| 600.00000 6000.00| 660.00000 6600.00| 423.05000 4230.50 Seeding In Stubble (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -6 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01018 |TRI-COUNTY CONCRETE CONSTRU |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 654A000 52.000 SQYD| 4.25000 221.00| 4.68000 243.36| 5.62000 292.24 Solid Sodding | | | 0630 656A000 20.000 ACRE| 425.00000 8500.00| 467.50000 9350.00| 455.18000 9103.60 Mulching, Class A, Type 1 | | | 0640 656A001 2.000 ACRE| 630.00000 1260.00| 693.00000 1386.00| 856.80000 1713.60 Mulching, Class A, Type 2 | | | 0650 659A000 2000.000 SQYD| 2.05000 4100.00| 2.26000 4520.00| 3.33000 6660.00 Erosion Control Netting, Class A | | | 0660 665F000 288.000 EACH| 5.00000 1440.00| 4.03000 1160.64| 5.36000 1543.68 Hay Bales | | | 0670 665I000 192.000 TON | 14.75000 2832.00| 18.69000 3588.48| 34.07000 6541.44 Temporary Riprap, Class 2 | | | 0680 665J000 12255.000 LF | 2.50000 30637.50| 2.91000 35662.05| 2.87000 35171.85 Silt Fence, Type A | | | 0690 665K000 60.000 CUYD| 10.00000 600.00| 3.45000 207.00| 1.22000 73.20 Drainage Sump Excavation | | | 0700 680A000 LUMP| 72000.00000 72000.00| 75000.00000 75000.00| 28050.00000 28050.00 Engineering Controls | | | 0710 701A028 7.000 MILE| 1468.00000 10276.00| 1614.80000 11303.60| 1497.36000 10481.52 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0720 701A031 18.000 MILE| 1220.00000 21960.00| 1342.00000 24156.00| 1244.40000 22399.20 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0730 701A032 1.000 MILE| 1580.00000 1580.00| 1738.00000 1738.00| 1611.60000 1611.60 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0740 701A035 12.000 MILE| 1309.00000 15708.00| 1439.90000 17278.80| 1335.18000 16022.16 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0750 701A041 1.000 MILE| 950.00000 950.00| 1045.00000 1045.00| 969.00000 969.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0760 701A045 4.000 MILE| 700.00000 2800.00| 770.00000 3080.00| 714.00000 2856.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0770 701A046 2.000 MILE| 950.00000 1900.00| 1045.00000 2090.00| 969.00000 1938.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -7 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01018 |TRI-COUNTY CONCRETE CONSTRU |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 701A048 5.000 MILE| 1580.00000 7900.00| 1738.00000 8690.00| 1611.60000 8058.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0790 701B009 1580.000 LF | 0.78000 1232.40| 0.86000 1358.80| 0.80000 1264.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0800 701C000 5.000 MILE| 390.00000 1950.00| 429.00000 2145.00| 397.80000 1989.00 Broken Temporary Traffic Stripe | | | 0810 701C001 21.000 MILE| 480.00000 10080.00| 528.00000 11088.00| 489.60000 10281.60 Solid Temporary Traffic Stripe | | | 0820 703A002 3058.000 SQFT| 2.50000 7645.00| 2.75000 8409.50| 2.55000 7797.90 Traffic Control Markings, Class 2, Type | | | A | | | 0830 703B002 247.000 SQFT| 3.50000 864.50| 3.85000 950.95| 3.57000 881.79 Traffic Control Legends, Class 2, Type | | | 0840 703D001 1236.000 SQFT| 1.30000 1606.80| 1.43000 1767.48| 1.33000 1643.88 Temporary Traffic Control Markings | | | 0850 705A030 8.000 EACH| 5.75000 46.00| 6.33000 50.64| 5.87000 46.96 Pavement Markers, Class A-H, Type 2-C | | | 0860 705A031 67.000 EACH| 5.00000 335.00| 5.50000 368.50| 5.10000 341.70 Pavement Markers, Class A-H, Type 1-A | | | 0870 705A032 350.000 EACH| 5.00000 1750.00| 5.50000 1925.00| 5.10000 1785.00 Pavement Markers, Class A-H, Type 1-B | | | 0880 705A037 560.000 EACH| 5.75000 3220.00| 6.33000 3544.80| 5.87000 3287.20 Pavement Markers, Class A-H, Type 2-D | | | 0890 710A115 424.000 SQFT| 15.00000 6360.00| 14.85000 6296.40| 20.07000 8509.68 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0900 710A141 77.000 SQFT| 15.00000 1155.00| 14.85000 1143.45| 20.61000 1586.97 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 0910 710B001 628.000 LF | 7.15000 4490.20| 7.15000 4490.20| 9.22000 5790.16 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0920 710C000 LUMP| 500.00000 500.00| 2090.00000 2090.00| 2278.72000 2278.72 Removal Of Existing Roadway Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -8 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01018 |TRI-COUNTY CONCRETE CONSTRU |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 730C000 LUMP| 5000.00000 5000.00| 3575.00000 3575.00| 3315.00000 3315.00 Furnishing And Installing Traffic | | | Control Unit SR118 @ SR233 | | | 0940 730H001 2900.000 LF | 3.75000 10875.00| 2.64000 7656.00| 2.45000 7105.00 Loop Wire | | | 0950 730I001 4300.000 LF | 1.10000 4730.00| 1.54000 6622.00| 1.43000 6149.00 Loop Detector Lead-In-Cable | | | 0960 730J010 11.000 EACH| 175.00000 1925.00| 203.50000 2238.50| 188.70000 2075.70 Vehicle Loop Detector | | | 0970 730K000 6.000 EACH| 300.00000 1800.00| 742.50000 4455.00| 688.50000 4131.00 Traffic Signal Junction Box | | | 0980 730L003 100.000 LF | 3.30000 330.00| 4.68000 468.00| 4.34000 434.00 1", Non-Metallic, Conduit | | | 0990 730L005 630.000 LF | 4.40000 2772.00| 5.39000 3395.70| 5.00000 3150.00 2", Non-Metallic, Conduit | | | 1000 730N010 4.000 EACH| 1075.00000 4300.00| 825.00000 3300.00| 765.00000 3060.00 Luminaire Extension Assembly, 12 feet | | | 1010 730P011 9.000 EACH| 500.00000 4500.00| 605.00000 5445.00| 561.00000 5049.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1020 730P013 1.000 EACH| 925.00000 925.00| 935.00000 935.00| 867.00000 867.00 Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | 1030 730R022 1.000 EACH| 8500.00000 8500.00| 7205.00000 7205.00| 6681.00000 6681.00 Controller Assembly, Type III, 8 Phase | | | 1040 730T000 5.000 EACH| 880.00000 4400.00| 632.50000 3162.50| 586.50000 2932.50 Wood Pole | | | 1050 740B000 1068.000 SQFT| 7.50000 8010.00| 7.98000 8522.64| 7.92000 8458.56 Construction Signs | | | 1060 740D000 100.000 EACH| 20.00000 2000.00| 60.50000 6050.00| 37.30000 3730.00 Channelizing Drums | | | 1070 740E000 50.000 EACH| 7.50000 375.00| 10.45000 522.50| 5.91000 295.50 Cones (36 Inches High) | | | 1080 740F002 10.000 EACH| 200.00000 2000.00| 165.00000 1650.00| 207.37000 2073.70 Barricades, Type III | | | 1090 740I005 8.000 EACH| 300.00000 2400.00| 426.25000 3410.00| 422.92000 3383.36 Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -9 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01018 |TRI-COUNTY CONCRETE CONSTRU |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 740M001 50.000 EACH| 5.00000 250.00| 6.88000 344.00| 3.89000 194.50 Ballast For Cone | | | 1110 740O000 1.000 EACH| 250.00000 250.00| 2200.00000 2200.00| 356.55000 356.55 Pilot Car | | | 1120 741C010 1.000 EACH| 1500.00000 1500.00| 2200.00000 2200.00| 310.87000 310.87 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1130 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 162,800.00) | | | SECTION TOTALS | $ 2,953,687.00| $ 3,150,433.98| $ 3,159,412.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,953,687.00| $ 3,150,433.98| $ 3,159,412.78 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -10 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 220000.00000 220000.00| | Clearing & Grubbing (Approximately 26 | | | ACRES) | | | 0020 204A000 1.000 EACH| 500.00000 500.00| | Closing Water Well | | | 0030 205A001 1.000 EACH| 1500.00000 1500.00| | Removal Of Structures, Structure No. 1 | | | 0040 206C003 300.000 SQYD| 5.00000 1500.00| | Removing Concrete Flumes | | | 0050 206C017 11.000 SQYD| 50.00000 550.00| | Removing Concrete Pad | | | 0060 206D000 451.000 LF | 6.15000 2773.65| | Removing Pipe | | | 0070 210A000 81550.000 CUYD| 2.50000 203875.00| | Unclassified Excavation | | | 0080 210D000 58487.000 CUYD| 4.50000 263191.50| | Borrow Excavation | | | 0090 214A000 971.000 CUYD| 5.40000 5243.40| | Structure Excavation | | | 0100 214B001 387.000 CUYD| 19.90000 7701.30| | Foundation Backfill, Commercial | | | 0110 301A012 47250.000 SQYD| 4.75000 224437.50| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 305B060 1375.000 TON | 16.00000 22000.00| | Crushed Aggregate, Section 825, ,Type B | | | For Miscellaneous Use | | | 0130 401A000 46933.000 SQYD| 0.32000 15018.56| | Bituminous Treatment A | | | 0140 405A000 3780.000 GAL | 1.01000 3817.80| | Tack Coat | | | 0150 408A051 11331.000 SQYD| 0.79000 8951.49| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0160 424A280 3834.000 TON | 43.45000 166587.30| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -11 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A281 4227.000 TON | 41.55000 175631.85| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0180 424A286 500.000 TON | 42.52000 21260.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424B282 10256.000 TON | 34.22000 350960.32| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0200 424B289 500.000 TON | 40.13000 20065.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0210 424B582 6418.000 TON | 31.45000 201846.10| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0220 424B590 4507.000 TON | 31.02000 139807.14| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL E | | | 0230 424C281 8311.000 TON | 31.60000 262627.60| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0240 424C285 300.000 TON | 43.27000 12981.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 428C000 23888.000 LF | 0.20000 4777.60| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0260 430B014 130.000 TON | 16.00000 2080.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -12 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 430B017 6000.000 TON | 14.00000 84000.00| | Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0280 502A000 7691.000 LB | 0.60000 4614.60| | Steel Reinforcement | | | 0290 524B011 45.000 CUYD| 750.00000 33750.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0300 530A001 49.000 LF | 19.70000 965.30| | 18" Roadway Pipe (Class 3 R.C.) | | | 0310 530A002 864.000 LF | 20.35000 17582.40| | 24" Roadway Pipe (Class 3 R.C.) | | | 0320 530A003 96.000 LF | 27.10000 2601.60| | 30" Roadway Pipe (Class 3 R.C.) | | | 0330 530A102 96.000 LF | 29.40000 2822.40| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0340 530A901 144.000 LF | 23.00000 3312.00| | 24" Roadway Pipe (14 Gauge C.C.M.) | | | 0350 535A001 642.000 LF | 16.70000 10721.40| | 18" Side Drain Pipe | | | 0360 535A003 48.000 LF | 24.00000 1152.00| | 30" Side Drain Pipe | | | 0370 600A000 LUMP| 125000.00000 125000.00| | Mobilization | | | 0380 602A000 59.000 EACH| 100.00000 5900.00| | Right Of Way Markers | | | 0390 606A000 800.000 LF | 8.00000 6400.00| | 6" Underdrain Pipe | | | 0400 610C001 3237.000 TON | 19.00000 61503.00| | Loose Riprap, Class 2 | | | 0410 610D003 3141.000 SQYD| 2.00000 6282.00| | Filter Blanket, Geotextile | | | 0420 614A000 28.000 CUYD| 225.00000 6300.00| | Slope Paving | | | 0430 619A003 17.000 EACH| 480.00000 8160.00| | 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -13 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 619A004 2.000 EACH| 555.00000 1110.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0450 619A101 26.000 EACH| 422.00000 10972.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 619A103 2.000 EACH| 680.00000 1360.00| | 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 620A000 1.000 CUYD| 975.00000 975.00| | Minor Structure Concrete | | | 0480 621A000 7.000 EACH| 1300.00000 9100.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0490 621A010 6.000 EACH| 1500.00000 9000.00| | Junction Boxes, Type 3 | | | 0500 621C002 2.000 EACH| 1960.00000 3920.00| | Inlets, Type C, P1 Or P3 | | | 0510 621C020 2.000 EACH| 1880.00000 3760.00| | Inlets, Type Y | | | 0520 621D019 4.000 EACH| 440.00000 1760.00| | Inlet Units, Type Y | | | 0530 630A001 1850.000 LF | 11.00000 20350.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0540 630C070 8.000 EACH| 1300.00000 10400.00| | Guardrail End Anchor, Type 10 Series | | | 0550 650A000 5528.000 CUYD| 4.00000 22112.00| | Topsoil | | | 0560 650B000 11747.000 CUYD| 3.00000 35241.00| | Topsoil From Stockpiles | | | 0570 652A050 10.000 ACRE| 500.00000 5000.00| | Seeding (Mix 1A) | | | 0580 652A053 2.000 ACRE| 500.00000 1000.00| | Seeding (Mix 1E) | | | 0590 652B050 10.000 ACRE| 400.00000 4000.00| | Temporary Seeding (Mix 1AT) | | | 0600 652C000 22.000 ACRE| 55.00000 1210.00| | Mowing | | | 0610 652D050 10.000 ACRE| 500.00000 5000.00| | Seeding In Stubble (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -14 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 654A000 52.000 SQYD| 6.00000 312.00| | Solid Sodding | | | 0630 656A000 20.000 ACRE| 400.00000 8000.00| | Mulching, Class A, Type 1 | | | 0640 656A001 2.000 ACRE| 500.00000 1000.00| | Mulching, Class A, Type 2 | | | 0650 659A000 2000.000 SQYD| 2.00000 4000.00| | Erosion Control Netting, Class A | | | 0660 665F000 288.000 EACH| 5.00000 1440.00| | Hay Bales | | | 0670 665I000 192.000 TON | 22.50000 4320.00| | Temporary Riprap, Class 2 | | | 0680 665J000 12255.000 LF | 2.00000 24510.00| | Silt Fence, Type A | | | 0690 665K000 60.000 CUYD| 7.00000 420.00| | Drainage Sump Excavation | | | 0700 680A000 LUMP| 75000.00000 75000.00| | Engineering Controls | | | 0710 701A028 7.000 MILE| 1468.00000 10276.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0720 701A031 18.000 MILE| 1220.00000 21960.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0730 701A032 1.000 MILE| 1580.00000 1580.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0740 701A035 12.000 MILE| 1309.00000 15708.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0750 701A041 1.000 MILE| 950.00000 950.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0760 701A045 4.000 MILE| 700.00000 2800.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0770 701A046 2.000 MILE| 950.00000 1900.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -15 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 701A048 5.000 MILE| 1580.00000 7900.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0790 701B009 1580.000 LF | 0.78000 1232.40| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0800 701C000 5.000 MILE| 390.00000 1950.00| | Broken Temporary Traffic Stripe | | | 0810 701C001 21.000 MILE| 480.00000 10080.00| | Solid Temporary Traffic Stripe | | | 0820 703A002 3058.000 SQFT| 2.50000 7645.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0830 703B002 247.000 SQFT| 3.50000 864.50| | Traffic Control Legends, Class 2, Type | | | 0840 703D001 1236.000 SQFT| 1.30000 1606.80| | Temporary Traffic Control Markings | | | 0850 705A030 8.000 EACH| 5.75000 46.00| | Pavement Markers, Class A-H, Type 2-C | | | 0860 705A031 67.000 EACH| 5.00000 335.00| | Pavement Markers, Class A-H, Type 1-A | | | 0870 705A032 350.000 EACH| 5.00000 1750.00| | Pavement Markers, Class A-H, Type 1-B | | | 0880 705A037 560.000 EACH| 5.75000 3220.00| | Pavement Markers, Class A-H, Type 2-D | | | 0890 710A115 424.000 SQFT| 18.50000 7844.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0900 710A141 77.000 SQFT| 25.00000 1925.00| | Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 0910 710B001 628.000 LF | 8.00000 5024.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0920 710C000 LUMP| 1200.00000 1200.00| | Removal Of Existing Roadway Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -16 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 730C000 LUMP| 3250.00000 3250.00| | Furnishing And Installing Traffic | | | Control Unit SR118 @ SR233 | | | 0940 730H001 2900.000 LF | 2.40000 6960.00| | Loop Wire | | | 0950 730I001 4300.000 LF | 1.40000 6020.00| | Loop Detector Lead-In-Cable | | | 0960 730J010 11.000 EACH| 185.00000 2035.00| | Vehicle Loop Detector | | | 0970 730K000 6.000 EACH| 675.00000 4050.00| | Traffic Signal Junction Box | | | 0980 730L003 100.000 LF | 4.25000 425.00| | 1", Non-Metallic, Conduit | | | 0990 730L005 630.000 LF | 4.90000 3087.00| | 2", Non-Metallic, Conduit | | | 1000 730N010 4.000 EACH| 750.00000 3000.00| | Luminaire Extension Assembly, 12 feet | | | 1010 730P011 9.000 EACH| 550.00000 4950.00| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1020 730P013 1.000 EACH| 850.00000 850.00| | Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | 1030 730R022 1.000 EACH| 6550.00000 6550.00| | Controller Assembly, Type III, 8 Phase | | | 1040 730T000 5.000 EACH| 575.00000 2875.00| | Wood Pole | | | 1050 740B000 1068.000 SQFT| 8.00000 8544.00| | Construction Signs | | | 1060 740D000 100.000 EACH| 57.50000 5750.00| | Channelizing Drums | | | 1070 740E000 50.000 EACH| 1.00000 50.00| | Cones (36 Inches High) | | | 1080 740F002 10.000 EACH| 166.00000 1660.00| | Barricades, Type III | | | 1090 740I005 8.000 EACH| 420.00000 3360.00| | Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 046 -17 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030328046 COUNTIES : MARION LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 740M001 50.000 EACH| 1.00000 50.00| | Ballast For Cone | | | 1110 740O000 1.000 EACH| 1500.00000 1500.00| | Pilot Car | | | 1120 741C010 1.000 EACH| 3410.00000 3410.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1130 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 162,800.00) | | | SECTION TOTALS | $ 3,162,195.51| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,162,195.51| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20030328047 COUNTIES : MARSHALL LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4800(202) for constructing the Bridge Replacement on C.R.#166 (Section Line Road) over Hog Creek west of Albertville. Length - 0.013 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19037 SIMPSON BRIDGE COMPANY, INC. $ 330,341.78 100.0000% 2 13004 MILLER & MILLER, INC. $ 331,873.20 100.4636% 3 13058 J. W. MARKHAM & SON, INC. $ 347,503.25 105.1951% 4 23071 WARRIOR CONSTRUCTORS, INC. $ 359,344.74 108.7797% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030328047 COUNTIES : MARSHALL LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 13004 |( 3 ) 13058 |SIMPSON BRIDGE COMPANY, INC |MILLER & MILLER, INC. |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| 20600.00000 20600.00| 4000.00000 4000.00| 43000.00000 43000.00 Clearing & Grubbing (Approximately .2 | | | ACRES) | | | 0020 206A000 LUMP| 34500.00000 34500.00| 10000.00000 10000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 4+82 | | | 0030 210A000 300.000 CUYD| 7.00000 2100.00| 10.00000 3000.00| 12.00000 3600.00 Unclassified Excavation | | | 0040 502A001 15276.000 LB | 0.53000 8096.28| 0.95000 14512.20| 0.75000 11457.00 Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 8600.00000 8600.00| 11000.00000 11000.00| 12500.00000 12500.00 Steel Reinforcement For Bridge | | | Superstructure, Station 4+65, APPROX. | | | 16089 LBS. | | | 0060 506A005 224.000 LF | 111.00000 24864.00| 67.00000 15008.00| 75.00000 16800.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0070 506B001 60.000 LF | 487.50000 29250.00| 650.00000 39000.00| 585.00000 35100.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0080 506C040 60.000 LF | 100.00000 6000.00| 125.00000 7500.00| 150.00000 9000.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0090 506C041 194.000 LF | 92.00000 17848.00| 100.00000 19400.00| 100.00000 19400.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0100 506G000 6.000 EACH| 775.00000 4650.00| 100.00000 600.00| 280.00000 1680.00 Crosshole Sonic Logging, 3'-0" Diameter | | | 0110 508A000 2025.000 LB | 2.62000 5305.50| 3.00000 6075.00| 3.95000 7998.75 Structural Steel | | | 0120 510A000 46.000 CUYD| 446.00000 20516.00| 500.00000 23000.00| 680.00000 31280.00 Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 50500.00000 50500.00| 56000.00000 56000.00| 35500.00000 35500.00 Bridge Concrete Superstructure, Station | | | 4+65, APPROX. 70 CU. YDS. | | | 0140 510E000 181.000 SQYD| 6.00000 1086.00| 12.00000 2172.00| 12.00000 2172.00 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030328047 COUNTIES : MARSHALL LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 13004 |( 3 ) 13058 |SIMPSON BRIDGE COMPANY, INC |MILLER & MILLER, INC. |J. W. MARKHAM & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 511A001 8.000 EACH| 180.00000 1440.00| 230.00000 1840.00| 220.00000 1760.00 Elastomeric Bearings, Type 2 | | | 0160 513B005 270.000 LF | 99.50000 26865.00| 157.00000 42390.00| 148.00000 39960.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0170 600A000 LUMP| 32500.00000 32500.00| 39500.00000 39500.00| 28000.00000 28000.00 Mobilization | | | 0180 610C001 400.000 TON | 19.00000 7600.00| 25.00000 10000.00| 20.00000 8000.00 Loose Riprap, Class 2 | | | 0190 610D000 400.000 SQYD| 4.00000 1600.00| 2.50000 1000.00| 3.00000 1200.00 Filter Blanket | | | 0200 630A001 50.000 LF | 12.36000 618.00| 17.00000 850.00| 14.85000 742.50 Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C003 4.000 EACH| 980.00000 3920.00| 1250.00000 5000.00| 1140.00000 4560.00 Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1400.00000 5600.00| 1250.00000 5000.00| 1352.00000 5408.00 Guardrail End Anchor, Type 10 Series | | | 0230 652A053 1.000 ACRE| 620.00000 620.00| 640.00000 640.00| 650.00000 650.00 Seeding (Mix 1E) | | | 0240 656A001 1.000 ACRE| 875.00000 875.00| 690.00000 690.00| 700.00000 700.00 Mulching, Class A, Type 2 | | | 0250 665J000 280.000 LF | 5.00000 1400.00| 5.00000 1400.00| 3.00000 840.00 Silt Fence, Type A | | | 0260 665K000 20.000 CUYD| 25.00000 500.00| 10.00000 200.00| 15.00000 300.00 Drainage Sump Excavation | | | 0270 680A000 LUMP| 8500.00000 8500.00| 5000.00000 5000.00| 11000.00000 11000.00 Engineering Controls | | | 0280 740B000 238.000 SQFT| 11.00000 2618.00| 12.00000 2856.00| 12.50000 2975.00 Construction Signs | | | 0290 740F002 8.000 EACH| 165.00000 1320.00| 385.00000 3080.00| 190.00000 1520.00 Barricades, Type III | | | 0300 740I005 2.000 EACH| 225.00000 450.00| 580.00000 1160.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | 0310 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 6,900.00) | | | SECTION TOTALS | $ 330,341.78| $ 331,873.20| $ 347,503.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 330,341.78| $ 331,873.20| $ 347,503.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030328047 COUNTIES : MARSHALL LETTING DATE : 03/28/03 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| 1500.00000 1500.00| | Clearing & Grubbing (Approximately .2 | | | ACRES) | | | 0020 206A000 LUMP| 86000.00000 86000.00| | Removal Of Old Bridge, Station 4+82 | | | 0030 210A000 300.000 CUYD| 10.00000 3000.00| | Unclassified Excavation | | | 0040 502A001 15276.000 LB | 0.60000 9165.60| | Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 8000.00000 8000.00| | Steel Reinforcement For Bridge | | | Superstructure, Station 4+65, APPROX. | | | 16089 LBS. | | | 0060 506A005 224.000 LF | 100.00000 22400.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | 0070 506B001 60.000 LF | 500.00000 30000.00| | Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0080 506C040 60.000 LF | 60.00000 3600.00| | Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0090 506C041 194.000 LF | 75.00000 14550.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0100 506G000 6.000 EACH| 2200.00000 13200.00| | Crosshole Sonic Logging, 3'-0" Diameter | | | 0110 508A000 2025.000 LB | 4.00000 8100.00| | Structural Steel | | | 0120 510A000 46.000 CUYD| 350.00000 16100.00| | Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 35000.00000 35000.00| | Bridge Concrete Superstructure, Station | | | 4+65, APPROX. 70 CU. YDS. | | | 0140 510E000 181.000 SQYD| 9.94000 1799.14| | Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030328047 COUNTIES : MARSHALL LETTING DATE : 03/28/03 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| 225.00000 1800.00| | Elastomeric Bearings, Type 2 | | | 0160 513B005 270.000 LF | 100.00000 27000.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0170 600A000 LUMP| 40000.00000 40000.00| | Mobilization | | | 0180 610C001 400.000 TON | 25.00000 10000.00| | Loose Riprap, Class 2 | | | 0190 610D000 400.000 SQYD| 3.00000 1200.00| | Filter Blanket | | | 0200 630A001 50.000 LF | 12.00000 600.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C003 4.000 EACH| 950.00000 3800.00| | Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1300.00000 5200.00| | Guardrail End Anchor, Type 10 Series | | | 0230 652A053 1.000 ACRE| 500.00000 500.00| | Seeding (Mix 1E) | | | 0240 656A001 1.000 ACRE| 500.00000 500.00| | Mulching, Class A, Type 2 | | | 0250 665J000 280.000 LF | 10.00000 2800.00| | Silt Fence, Type A | | | 0260 665K000 20.000 CUYD| 18.00000 360.00| | Drainage Sump Excavation | | | 0270 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0280 740B000 238.000 SQFT| 15.00000 3570.00| | Construction Signs | | | 0290 740F002 8.000 EACH| 450.00000 3600.00| | Barricades, Type III | | | 0300 740I005 2.000 EACH| 500.00000 1000.00| | Warning Lights, Type B (Detachable Head | | | 0310 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 6,900.00) | | | SECTION TOTALS | $ 359,344.74| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 359,344.74| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20030328048 COUNTIES : CLEBURNE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1500(206) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#13 at Snake Creek southwest of Heflin. Length 0.080 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12019 LEVERETT CONSTRUCTION COMPANY $ 235,406.34 100.0000% 2 23044 WARE CONSTRUCTION CO., INC. $ 282,464.79 119.9903% 3 01001 ABRAMSON, LLC $ 306,804.39 130.3297% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030328048 COUNTIES : CLEBURNE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 23044 |( 3 ) 01001 |LEVERETT CONSTRUCTION COMPA |WARE CONSTRUCTION CO., INC. |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 6000.00000 6000.00| 12000.00000 12000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 15+00.00 | | | 0020 210D000 2400.000 CUYD| 7.00000 16800.00| 7.50000 18000.00| 15.00000 36000.00 Borrow Excavation | | | 0030 214A000 1063.000 CUYD| 6.00000 6378.00| 8.50000 9035.50| 15.00000 15945.00 Structure Excavation | | | 0040 214B001 468.000 CUYD| 18.00000 8424.00| 25.00000 11700.00| 25.00000 11700.00 Foundation Backfill, Commercial | | | 0050 230A000 3.000 RBST| 1274.00000 3822.00| 1274.00000 3822.00| 1338.00000 4014.00 Roadbed Processing | | | 0060 301A012 950.000 SQYD| 10.10000 9595.00| 10.10000 9595.00| 10.60000 10070.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 600.000 SQYD| 1.05000 630.00| 1.05000 630.00| 1.10000 660.00 Bituminous Treatment A | | | 0080 405A000 55.000 GAL | 1.35000 74.25| 1.35000 74.25| 1.42000 78.10 Tack Coat | | | 0090 429B201 124.000 TON | 55.68000 6904.32| 55.68000 6904.32| 58.46000 7249.04 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0100 502A000 83104.000 LB | 0.40000 33241.60| 0.48000 39889.92| 0.45000 37396.80 Steel Reinforcement | | | 0110 524A011 412.000 CUYD| 262.00000 107944.00| 285.00000 117420.00| 325.00000 133900.00 Culvert Concrete (Cast In Place) | | | 0120 600A000 LUMP| 10500.00000 10500.00| 16987.00000 16987.00| 15000.00000 15000.00 Mobilization | | | 0130 610C001 225.000 TON | 26.75000 6018.75| 30.00000 6750.00| 22.50000 5062.50 Loose Riprap, Class 2 | | | 0140 610D003 122.000 SQYD| 2.75000 335.50| 4.50000 549.00| 1.00000 122.00 Filter Blanket, Geotextile | | | 0150 630A001 463.000 LF | 11.34000 5250.42| 10.60000 4907.80| 11.15000 5162.45 Steel Beam Guardrail, Class A, Type 2 | | | 0160 630C050 4.000 EACH| 1295.00000 5180.00| 1210.00000 4840.00| 1270.00000 5080.00 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030328048 COUNTIES : CLEBURNE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 23044 |( 3 ) 01001 |LEVERETT CONSTRUCTION COMPA |WARE CONSTRUCTION CO., INC. |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 665F000 50.000 EACH| 6.00000 300.00| 5.00000 250.00| 6.00000 300.00 Hay Bales | | | 0180 665J000 400.000 LF | 3.50000 1400.00| 6.00000 2400.00| 1.25000 500.00 Silt Fence, Type A | | | 0190 680A000 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 4500.00000 4500.00 Engineering Controls | | | 0200 740B000 275.000 SQFT| 7.50000 2062.50| 14.00000 3850.00| 8.70000 2392.50 Construction Signs | | | 0210 740F002 8.000 EACH| 162.00000 1296.00| 285.00000 2280.00| 174.00000 1392.00 Barricades, Type III | | | 0220 740I005 2.000 EACH| 125.00000 250.00| 290.00000 580.00| 140.00000 280.00 Warning Lights, Type B (Detachable Head | | | 0230 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 7,100.00) | | | SECTION TOTALS | $ 235,406.34| $ 282,464.79| $ 306,804.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 235,406.34| $ 282,464.79| $ 306,804.39 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20030328049 COUNTIES : MORGAN LETTING DATE : 03/28/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-5200(208) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#1190 (Indian Hills Road) at Village Creek northeast of Hartselle. Length 0.160 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 223,532.66 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 244,298.10 109.2897% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 268,698.25 120.2054% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030328049 COUNTIES : MORGAN LETTING DATE : 03/28/03 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| 1000.00000 1000.00| 1800.00000 1800.00| 2000.00000 2000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 2000.00000 2000.00 Removal Of Old Bridge, Station 6+91.80 | | | 0030 210A000 132.000 CUYD| 8.75000 1155.00| 6.00000 792.00| 10.00000 1320.00 Unclassified Excavation | | | 0040 210D001 793.000 CUYD| 8.25000 6542.25| 11.00000 8723.00| 10.00000 7930.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 1240.000 CUYD| 10.22000 12672.80| 8.00000 9920.00| 12.00000 14880.00 Structure Excavation | | | 0060 214B001 296.000 CUYD| 14.92000 4416.32| 21.00000 6216.00| 30.00000 8880.00 Foundation Backfill, Commercial | | | 0070 301A004 1999.000 SQYD| 4.25000 8495.75| 4.65000 9295.35| 5.00000 9995.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301E008 144.000 TON | 10.26000 1477.44| 18.00000 2592.00| 30.00000 4320.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0090 401A000 185.000 SQYD| 1.50000 277.50| 2.00000 370.00| 3.00000 555.00 Bituminous Treatment A | | | 0100 405A000 48.000 GAL | 1.50000 72.00| 2.50000 120.00| 2.00000 96.00 Tack Coat | | | 0110 429A201 156.000 TON | 44.00000 6864.00| 65.00000 10140.00| 100.00000 15600.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 27.000 TON | 44.00000 1188.00| 65.00000 1755.00| 90.00000 2430.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 429B209 100.000 TON | 44.00000 4400.00| 65.00000 6500.00| 100.00000 10000.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030328049 COUNTIES : MORGAN LETTING DATE : 03/28/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 502A000 74845.000 LB | 0.48000 35925.60| 0.45000 33680.25| 0.45000 33680.25 Steel Reinforcement | | | 0150 524A011 304.000 CUYD| 288.00000 87552.00| 290.00000 88160.00| 300.00000 91200.00 Culvert Concrete (Cast In Place) | | | 0160 530A110 8.000 LF | 50.00000 400.00| 140.00000 1120.00| 62.50000 500.00 72" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0170 600A000 LUMP| 10000.00000 10000.00| 19000.00000 19000.00| 20000.00000 20000.00 Mobilization | | | 0180 610C001 143.000 TON | 18.50000 2645.50| 19.00000 2717.00| 30.00000 4290.00 Loose Riprap, Class 2 | | | 0190 610D000 187.000 SQYD| 2.50000 467.50| 3.50000 654.50| 1.00000 187.00 Filter Blanket | | | 0200 619A061 2.000 EACH| 1700.00000 3400.00| 4500.00000 9000.00| 2000.00000 4000.00 72" Roadway Pipe End Treatment, Class 2 | | | 0210 620A000 4.000 CUYD| 750.00000 3000.00| 500.00000 2000.00| 1000.00000 4000.00 Minor Structure Concrete | | | 0220 630A001 250.000 LF | 24.00000 6000.00| 18.50000 4625.00| 20.00000 5000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C050 4.000 EACH| 1600.00000 6400.00| 1325.00000 5300.00| 1500.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0240 650A000 168.000 CUYD| 7.50000 1260.00| 6.00000 1008.00| 10.00000 1680.00 Topsoil | | | 0250 652A053 1.000 ACRE| 1200.00000 1200.00| 1200.00000 1200.00| 500.00000 500.00 Seeding (Mix 1E) | | | 0260 656A001 1.000 ACRE| 1100.00000 1100.00| 1200.00000 1200.00| 500.00000 500.00 Mulching, Class A, Type 2 | | | 0270 665F000 50.000 EACH| 4.25000 212.50| 5.00000 250.00| 10.00000 500.00 Hay Bales | | | 0280 665J000 100.000 LF | 5.80000 580.00| 5.00000 500.00| 5.00000 500.00 Silt Fence, Type A | | | 0290 680A000 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 5000.00000 5000.00 Engineering Controls | | | 0300 701A031 1.000 MILE| 1600.00000 1600.00| 1000.00000 1000.00| 1800.00000 1800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0310 701A035 1.000 MILE| 1600.00000 1600.00| 1000.00000 1000.00| 2000.00000 2000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030328049 COUNTIES : MORGAN LETTING DATE : 03/28/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701A045 1.000 MILE| 800.00000 800.00| 500.00000 500.00| 2000.00000 2000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0330 701C000 1.000 MILE| 400.00000 400.00| 400.00000 400.00| 500.00000 500.00 Broken Temporary Traffic Stripe | | | 0340 701C001 1.000 MILE| 10.25000 10.25| 400.00000 400.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 0350 705A032 11.000 EACH| 10.25000 112.75| 10.00000 110.00| 5.00000 55.00 Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 22.000 EACH| 10.00000 220.00| 10.00000 220.00| 5.00000 110.00 Pavement Markers, Class A-H, Type 2-D | | | 0370 740B000 323.000 SQFT| 8.50000 2745.50| 10.00000 3230.00| 10.00000 3230.00 Construction Signs | | | 0380 740F002 4.000 EACH| 250.00000 1000.00| 500.00000 2000.00| 160.00000 640.00 Barricades, Type III | | | 0390 740I005 4.000 EACH| 210.00000 840.00| 450.00000 1800.00| 80.00000 320.00 Warning Lights, Type B (Detachable Head | | | 0400 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 9,400) | | | SECTION TOTALS | $ 223,532.66| $ 244,298.10| $ 268,698.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 223,532.66| $ 244,298.10| $ 268,698.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20030328050 COUNTIES : PERRY LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5300(201) for constructing the Bridge Replacements (2) (Precast) on C.R.#13 at Tayloe Creek southeast of Uniontown. Length 0.064 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN $ 428,554.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 441,488.93 103.0183% 3 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 445,241.00 103.8938% 4 13099 MCINNIS, LLC $ 470,588.00 109.8083% 5 12037 LANEY & SONS CONSTRUCTION, INC. $ 487,534.00 113.7626% 6 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 526,763.03 122.9164% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030328050 COUNTIES : PERRY LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 13021 |( 3 ) 14005 |B & B ENGINEERING & DESIGN |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 30000.00000 30000.00| 6000.00000 6000.00| 8000.00000 8000.00 Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A000 LUMP| 12000.00000 12000.00| 5000.00000 5000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 52+49.40 | | | 0030 206A001 LUMP| 8000.00000 8000.00| 3000.00000 3000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 54+15.13 | | | 0040 206A002 LUMP| 12000.00000 12000.00| 5000.00000 5000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 56+02.42 | | | 0050 210A000 100.000 CUYD| 1.00000 100.00| 3.00000 300.00| 7.00000 700.00 Unclassified Excavation | | | 0060 502A000 108.000 LB | 2.00000 216.00| 1.00000 108.00| 1.00000 108.00 Steel Reinforcement | | | 0070 505M002 2007.000 LF | 12.00000 24084.00| 21.00000 42147.00| 29.00000 58203.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 4.000 EACH| 3000.00000 12000.00| 2500.00000 10000.00| 2100.00000 8400.00 Wire Rope Abutment Anchor Assembly | | | 0090 510A000 14.000 CUYD| 600.00000 8400.00| 800.00000 11200.00| 450.00000 6300.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 77.000 EACH| 50.00000 3850.00| 55.00000 4235.00| 100.00000 7700.00 Elastomeric Bearings, Type 1 | | | 0110 512A014 4.000 EACH| 3000.00000 12000.00| 2745.00000 10980.00| 2800.00000 11200.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0120 512B004 3.000 EACH| 3200.00000 9600.00| 3215.00000 9645.00| 2700.00000 8100.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512C017 30.000 EACH| 3300.00000 99000.00| 4070.00000 122100.00| 3500.00000 105000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512C025 10.000 EACH| 3600.00000 36000.00| 4340.00000 43400.00| 4000.00000 40000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0150 512D025 4.000 EACH| 3500.00000 14000.00| 4135.00000 16540.00| 3400.00000 13600.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030328050 COUNTIES : PERRY LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 13021 |( 3 ) 14005 |B & B ENGINEERING & DESIGN |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D030 6.000 EACH| 3500.00000 21000.00| 4095.00000 24570.00| 3500.00000 21000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0170 512E000 32.000 EACH| 320.00000 10240.00| 190.00000 6080.00| 750.00000 24000.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0180 512F000 16.000 EACH| 400.00000 6400.00| 335.00000 5360.00| 650.00000 10400.00 Precast Concrete Wing Panels, Type W1 | | | 0190 512G000 8.000 EACH| 450.00000 3600.00| 430.00000 3440.00| 700.00000 5600.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 25000.00000 25000.00| 46142.93000 46142.93| 15000.00000 15000.00 Mobilization | | | 0210 610C001 722.000 TON | 22.00000 15884.00| 27.25000 19674.50| 25.00000 18050.00 Loose Riprap, Class 2 | | | 0220 610D003 570.000 SQYD| 3.00000 1710.00| 2.00000 1140.00| 5.00000 2850.00 Filter Blanket, Geotextile | | | 0230 630C003 8.000 EACH| 1250.00000 10000.00| 1050.00000 8400.00| 1050.00000 8400.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 8.000 EACH| 1400.00000 11200.00| 1285.00000 10280.00| 1285.00000 10280.00 Guardrail End Anchor, Type 20 Series | | | 0250 635A002 2200.000 LF | 7.00000 15400.00| 6.50000 14300.00| 6.50000 14300.00 Woven Wire Fence (Wood Post) | | | 0260 665F000 50.000 EACH| 5.00000 250.00| 6.25000 312.50| 5.00000 250.00 Hay Bales | | | 0270 665J000 1800.000 LF | 6.00000 10800.00| 3.15000 5670.00| 5.00000 9000.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 3000.00000 3000.00 Engineering Controls | | | 0290 740B000 40.000 SQFT| 13.00000 520.00| 8.00000 320.00| 15.00000 600.00 Construction Signs | | | 0300 740F002 8.000 EACH| 350.00000 2800.00| 158.00000 1264.00| 400.00000 3200.00 Barricades, Type III | | | 0310 740I005 4.000 EACH| 200.00000 800.00| 220.00000 880.00| 500.00000 2000.00 Warning Lights, Type B (Detachable Head | | | 0320 998A001 LUMP| 10700.00000 10700.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 10,700.00) | | | SECTION TOTALS | $ 428,554.00| $ 441,488.93| $ 445,241.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 428,554.00| $ 441,488.93| $ 445,241.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 050 -4 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030328050 COUNTIES : PERRY LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 12037 |( 6 ) 03001 |MCINNIS, LLC |LANEY & SONS CONSTRUCTION, |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 201A000 LUMP| 6000.00000 6000.00| 12000.00000 12000.00| 20000.00000 20000.00 Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 3500.00000 3500.00| 19000.00000 19000.00 Removal Of Old Bridge, Station 52+49.40 | | | 0030 206A001 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| 19000.00000 19000.00 Removal Of Old Bridge, Station 54+15.13 | | | 0040 206A002 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| 19000.00000 19000.00 Removal Of Old Bridge, Station 56+02.42 | | | 0050 210A000 100.000 CUYD| 3.00000 300.00| 5.00000 500.00| 10.00000 1000.00 Unclassified Excavation | | | 0060 502A000 108.000 LB | 2.00000 216.00| 2.00000 216.00| 10.00000 1080.00 Steel Reinforcement | | | 0070 505M002 2007.000 LF | 22.00000 44154.00| 25.00000 50175.00| 24.00000 48168.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 4.000 EACH| 3600.00000 14400.00| 2500.00000 10000.00| 2775.00000 11100.00 Wire Rope Abutment Anchor Assembly | | | 0090 510A000 14.000 CUYD| 400.00000 5600.00| 500.00000 7000.00| 550.00000 7700.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 77.000 EACH| 100.00000 7700.00| 95.00000 7315.00| 67.50000 5197.50 Elastomeric Bearings, Type 1 | | | 0110 512A014 4.000 EACH| 4000.00000 16000.00| 3750.00000 15000.00| 2700.00000 10800.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0120 512B004 3.000 EACH| 4000.00000 12000.00| 3900.00000 11700.00| 2850.00000 8550.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512C017 30.000 EACH| 4200.00000 126000.00| 4200.00000 126000.00| 3625.00000 108750.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512C025 10.000 EACH| 4100.00000 41000.00| 4500.00000 45000.00| 3625.00000 36250.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0150 512D025 4.000 EACH| 3800.00000 15200.00| 3950.00000 15800.00| 4000.00000 16000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 050 -5 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030328050 COUNTIES : PERRY LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 12037 |( 6 ) 03001 |MCINNIS, LLC |LANEY & SONS CONSTRUCTION, |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D030 6.000 EACH| 3800.00000 22800.00| 3950.00000 23700.00| 4000.00000 24000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0170 512E000 32.000 EACH| 450.00000 14400.00| 975.00000 31200.00| 550.00000 17600.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0180 512F000 16.000 EACH| 500.00000 8000.00| 1225.00000 19600.00| 800.00000 12800.00 Precast Concrete Wing Panels, Type W1 | | | 0190 512G000 8.000 EACH| 650.00000 5200.00| 1375.00000 11000.00| 925.00000 7400.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 38000.00000 38000.00| 15000.00000 15000.00| 60012.95000 60012.95 Mobilization | | | 0210 610C001 722.000 TON | 24.00000 17328.00| 33.25000 24006.50| 29.09000 21002.98 Loose Riprap, Class 2 | | | 0220 610D003 570.000 SQYD| 3.00000 1710.00| 3.95000 2251.50| 4.00000 2280.00 Filter Blanket, Geotextile | | | 0230 630C003 8.000 EACH| 1050.00000 8400.00| 1125.00000 9000.00| 1000.00000 8000.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 8.000 EACH| 1285.00000 10280.00| 1375.00000 11000.00| 1900.00000 15200.00 Guardrail End Anchor, Type 20 Series | | | 0250 635A002 2200.000 LF | 6.50000 14300.00| 7.00000 15400.00| 5.18000 11396.00 Woven Wire Fence (Wood Post) | | | 0260 665F000 50.000 EACH| 10.00000 500.00| 6.00000 300.00| 5.00000 250.00 Hay Bales | | | 0270 665J000 1800.000 LF | 3.50000 6300.00| 4.75000 8550.00| 3.50000 6300.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 4000.00000 4000.00| 1000.00000 1000.00| 5000.00000 5000.00 Engineering Controls | | | 0290 740B000 40.000 SQFT| 10.00000 400.00| 8.00000 320.00| 8.48000 339.20 Construction Signs | | | 0300 740F002 8.000 EACH| 300.00000 2400.00| 275.00000 2200.00| 164.30000 1314.40 Barricades, Type III | | | 0310 740I005 4.000 EACH| 250.00000 1000.00| 450.00000 1800.00| 568.00000 2272.00 Warning Lights, Type B (Detachable Head | | | 0320 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 10,700.00) | | | SECTION TOTALS | $ 470,588.00| $ 487,534.00| $ 526,763.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 470,588.00| $ 487,534.00| $ 526,763.03 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20030328051 COUNTIES : SHELBY LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5900(202) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#83 over Blue Spring Branch in Vincent. Length - 0.085 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16048 WALKER PATTON COMPANY, INC. $ 216,105.61 100.0000% 2 19121 BOB SMITH CONSTRUCTION, INC. $ 222,069.65 102.7598% 3 23070 WINSTON CONTRACTING, L.L.C. $ 251,446.12 116.3534% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030328051 COUNTIES : SHELBY LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 19121 |( 3 ) 23070 |WALKER PATTON COMPANY, INC. |BOB SMITH CONSTRUCTION, INC |WINSTON CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 14375.00000 14375.00| 4000.00000 4000.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 5+39.13 | | | 0030 210A000 959.000 CUYD| 4.50000 4315.50| 3.50000 3356.50| 4.53000 4344.27 Unclassified Excavation | | | 0040 210D000 2369.000 CUYD| 4.00000 9476.00| 4.50000 10660.50| 10.00000 23690.00 Borrow Excavation | | | 0050 214A000 604.000 CUYD| 12.00000 7248.00| 12.00000 7248.00| 7.25000 4379.00 Structure Excavation | | | 0060 214B001 141.000 CUYD| 21.50000 3031.50| 15.00000 2115.00| 28.00000 3948.00 Foundation Backfill, Commercial | | | 0070 230A000 5.000 RBST| 700.00000 3500.00| 740.00000 3700.00| 890.00000 4450.00 Roadbed Processing | | | 0080 301A004 3445.000 SQYD| 4.69000 16157.05| 6.00000 20670.00| 4.75000 16363.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 401A000 1189.000 SQYD| 0.75000 891.75| 1.00000 1189.00| 0.62000 737.18 Bituminous Treatment A | | | 0100 405A000 50.000 GAL | 1.35000 67.50| 1.50000 75.00| 1.44000 72.00 Tack Coat | | | 0110 429A021 92.000 TON | 59.85000 5506.20| 60.00000 5520.00| 69.00000 6348.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B202 153.000 TON | 46.20000 7068.60| 50.00000 7650.00| 50.00000 7650.00 Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0130 502A000 35207.000 LB | 0.50000 17603.50| 0.65000 22884.55| 0.56000 19715.92 Steel Reinforcement | | | 0140 524A011 136.000 CUYD| 320.71000 43616.56| 280.00000 38080.00| 425.00000 57800.00 Culvert Concrete (Cast In Place) | | | 0150 535A001 68.000 LF | 23.75000 1615.00| 20.00000 1360.00| 16.00000 1088.00 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030328051 COUNTIES : SHELBY LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 19121 |( 3 ) 23070 |WALKER PATTON COMPANY, INC. |BOB SMITH CONSTRUCTION, INC |WINSTON CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 16514.00000 16514.00| 25000.00000 25000.00| 20000.00000 20000.00 Mobilization | | | 0170 610C001 162.000 TON | 21.25000 3442.50| 11.25000 1822.50| 20.00000 3240.00 Loose Riprap, Class 2 | | | 0180 610D002 180.000 SQYD| 2.75000 495.00| 0.92000 165.60| 2.00000 360.00 Filter Blanket, Geotextile (Non-Woven) | | | 0190 619A101 4.000 EACH| 425.00000 1700.00| 425.00000 1700.00| 500.00000 2000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0200 629A004 137.000 LF | 113.75000 15583.75| 95.00000 13015.00| 155.00000 21235.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0210 630A001 100.000 LF | 10.25000 1025.00| 12.50000 1250.00| 11.50000 1150.00 Steel Beam Guardrail, Class A, Type 2 | | | 0220 630C003 4.000 EACH| 950.00000 3800.00| 1200.00000 4800.00| 1055.00000 4220.00 Guardrail End Anchor, Type 13 | | | 0230 630C070 4.000 EACH| 1210.00000 4840.00| 1200.00000 4800.00| 1350.00000 5400.00 Guardrail End Anchor, Type 10 Series | | | 0240 636A002 870.000 LF | 5.10000 4437.00| 5.00000 4350.00| 6.00000 5220.00 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0250 637A001 32.000 LF | 5.10000 163.20| 20.00000 640.00| 6.00000 192.00 Fence Reset (Includes All Types) | | | 0260 650B000 110.000 CUYD| 3.50000 385.00| 10.00000 1100.00| 5.00000 550.00 Topsoil From Stockpiles | | | 0270 652A053 1.000 ACRE| 725.00000 725.00| 3000.00000 3000.00| 850.00000 850.00 Seeding (Mix 1E) | | | 0280 656A001 1.000 ACRE| 725.00000 725.00| 3000.00000 3000.00| 850.00000 850.00 Mulching, Class A, Type 2 | | | 0290 665F000 45.000 EACH| 5.00000 225.00| 5.00000 225.00| 5.00000 225.00 Hay Bales | | | 0300 665J000 980.000 LF | 3.50000 3430.00| 2.50000 2450.00| 2.50000 2450.00 Silt Fence, Type A | | | 0310 680A000 LUMP| 5900.00000 5900.00| 4000.00000 4000.00| 10000.00000 10000.00 Engineering Controls | | | 0320 701A031 1.000 MILE| 900.00000 900.00| 800.00000 800.00| 950.00000 950.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030328051 COUNTIES : SHELBY LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 19121 |( 3 ) 23070 |WALKER PATTON COMPANY, INC. |BOB SMITH CONSTRUCTION, INC |WINSTON CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 701A035 1.000 MILE| 1100.00000 1100.00| 800.00000 800.00| 1150.00000 1150.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0340 701C001 1.000 MILE| 425.00000 425.00| 800.00000 800.00| 445.00000 445.00 Solid Temporary Traffic Stripe | | | 0350 705A037 12.000 EACH| 5.00000 60.00| 4.50000 54.00| 5.25000 63.00 Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 390.000 SQFT| 7.00000 2730.00| 8.00000 3120.00| 14.00000 5460.00 Construction Signs | | | 0370 740E000 50.000 EACH| 17.00000 850.00| 9.90000 495.00| 17.00000 850.00 Cones (36 Inches High) | | | 0380 740F002 9.000 EACH| 175.00000 1575.00| 160.00000 1440.00| 250.00000 2250.00 Barricades, Type III | | | 0390 740I005 3.000 EACH| 201.00000 603.00| 78.00000 234.00| 250.00000 750.00 Warning Lights, Type B (Detachable Head | | | 0400 998A001 LUMP| 0.00000 0.00| 8500.00000 8500.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 8,500.00) | | | SECTION TOTALS | $ 216,105.61| $ 222,069.65| $ 251,446.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 216,105.61| $ 222,069.65| $ 251,446.12 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20030328052 COUNTIES : TALLAPOOSA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6200(208) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#52 over Buck Creek east of Jacksons Gap. Length - 0.006 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 108,993.38 100.0000% 2 12019 LEVERETT CONSTRUCTION COMPANY $ 124,110.90 113.8701% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030328052 COUNTIES : TALLAPOOSA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 12019 |( ) |WARE CONSTRUCTION CO., 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 214A000 400.000 CUYD| 6.50000 2600.00| 6.00000 2400.00| Structure Excavation | | | 0020 214B001 266.000 CUYD| 19.00000 5054.00| 20.00000 5320.00| Foundation Backfill, Commercial | | | 0030 502A000 38781.000 LB | 0.48000 18614.88| 0.40000 15512.40| Steel Reinforcement | | | 0040 524A011 177.000 CUYD| 285.00000 50445.00| 424.00000 75048.00| Culvert Concrete (Cast In Place) | | | 0050 600A000 LUMP| 6000.00000 6000.00| 2000.00000 2000.00| Mobilization | | | 0060 610A004 72.000 SQYD| 27.00000 1944.00| 24.00000 1728.00| Loose Riprap, Class 2, 24" Thick | | | 0070 610D003 72.000 SQYD| 4.25000 306.00| 3.00000 216.00| Filter Blanket, Geotextile | | | 0080 630A001 550.000 LF | 18.25000 10037.50| 19.53000 10741.50| Steel Beam Guardrail, Class A, Type 2 | | | 0090 630C070 4.000 EACH| 1210.00000 4840.00| 1295.00000 5180.00| Guardrail End Anchor, Type 10 Series | | | 0100 665F000 100.000 EACH| 2.50000 250.00| 6.00000 600.00| Hay Bales | | | 0110 665J000 710.000 LF | 6.00000 4260.00| 3.50000 2485.00| Silt Fence, Type A | | | 0120 680A000 LUMP| 1500.00000 1500.00| 500.00000 500.00| Engineering Controls | | | 0130 740B000 128.000 SQFT| 14.00000 1792.00| 10.00000 1280.00| Construction Signs | | | 0140 740F002 4.000 EACH| 245.00000 980.00| 175.00000 700.00| Barricades, Type III | | | 0150 740I005 2.000 EACH| 185.00000 370.00| 200.00000 400.00| Warning Lights, Type B (Detachable Head | | | 0160 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 3,400.00) | | | SECTION TOTALS | $ 108,993.38| $ 124,110.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 108,993.38| $ 124,110.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20030328055 COUNTIES : JEFFERSON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-7245(600) for constructing the Bridge and Bridge Culvert on C.R.#30 (Old Springville Road) at unnamed tributaries to Turkey Creek west of Trussville. Length 0.019 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23071 WARRIOR CONSTRUCTORS, INC. $ 533,947.94 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 682,135.50 127.7532% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030328055 COUNTIES : JEFFERSON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 01007 |( ) |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| Removal Of Old Bridge, Station 13+63.62 | | | 0020 206A001 LUMP| 30000.00000 30000.00| 50000.00000 50000.00| Removal Of Old Bridge, Station 16+98.61 | | | 0030 206D021 40.000 LF | 30.00000 1200.00| 100.00000 4000.00| Removing Stone Masonry Guardwall | | | 0040 210B000 450.000 CUYD| 15.00000 6750.00| 7.50000 3375.00| Channel Excavation | | | 0050 214A000 1732.000 CUYD| 12.50000 21650.00| 20.00000 34640.00| Structure Excavation | | | 0060 214B001 260.000 CUYD| 30.00000 7800.00| 25.00000 6500.00| Foundation Backfill, Commercial | | | 0070 215B000 LUMP| 5000.00000 5000.00| 0.00000 0.00| Cofferdams Or Sheeting And Shoring, | | | Station 16+93.10 | | | 0080 450B000 107.000 SQYD| 90.00000 9630.00| 65.00000 6955.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0090 502A000 77206.000 LB | 0.50000 38603.00| 0.50000 38603.00| Steel Reinforcement | | | 0100 502A001 9900.000 LB | 0.60000 5940.00| 0.50000 4950.00| Steel Reinforcement (Grade 60) | | | 0110 502B000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 16+93.10, APPROX. | | | 7030 POUNDS | | | 0120 505H000 335.000 LF | 75.00000 25125.00| 95.00000 31825.00| Pilot Holes | | | 0130 505M005 335.000 LF | 30.00000 10050.00| 28.00000 9380.00| Steel Piling Furnished And Driven(HP | | | 14x89) | | | 0140 508A000 430.000 LB | 6.25000 2687.50| 3.00000 1290.00| Structural Steel | | | 0150 510A000 58.000 CUYD| 350.00000 20300.00| 300.00000 17400.00| Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030328055 COUNTIES : JEFFERSON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 01007 |( ) |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 510C051 LUMP| 22500.00000 22500.00| 25000.00000 25000.00| Bridge Concrete Superstructure, STA. | | | 16+93.10, APPROXIMATELY 45 CU YD | | | 0170 510E000 229.000 SQYD| 7.86000 1799.94| 15.00000 3435.00| Grooving Concrete Bridge Decks | | | 0180 513C000 9.000 EACH| 6800.00000 61200.00| 13750.00000 123750.00| Prestressed Concrete Interior Span | | | Sections, 4'-1" WIDE BY 2'-0" DEEP BY | | | 52'-0" LONG | | | 0190 513D000 2.000 EACH| 6800.00000 13600.00| 13750.00000 27500.00| Prestressed Concrete Exterior Span | | | Sections, 4'-1" WIDE BY 2'-0" DEEP BY | | | 52' -0" LONG | | | 0200 524A011 341.000 CUYD| 300.00000 102300.00| 350.00000 119350.00| Culvert Concrete (Cast In Place) | | | 0210 600A000 LUMP| 50000.00000 50000.00| 68425.00000 68425.00| Mobilization | | | 0220 610C001 1785.000 TON | 25.00000 44625.00| 22.00000 39270.00| Loose Riprap, Class 2 | | | 0230 610D000 1200.000 SQYD| 3.00000 3600.00| 2.75000 3300.00| Filter Blanket | | | 0240 665I000 325.000 TON | 20.00000 6500.00| 35.00000 11375.00| Temporary Riprap, Class 2 | | | 0250 665J000 775.000 LF | 8.50000 6587.50| 7.50000 5812.50| Silt Fence, Type A | | | 0260 665K000 100.000 CUYD| 15.00000 1500.00| 10.00000 1000.00| Drainage Sump Excavation | | | 0270 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 13,700.00) | | | SECTION TOTALS | $ 533,947.94| $ 682,135.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 533,947.94| $ 682,135.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 070 -1 VENDOR RANKING CALL ORDER : 070 CONTRACT ID : 20030328070 COUNTIES : GREENE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-032-888-001 for constructing the Slide Correction on C.R.#86 east of Knoxville. Length - 0.084 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20050 TOMLIN CONSTRUCTION, LLC $ 90,598.27 100.0000% 2 20023 TEN-T CORPORATION $ 123,039.48 135.8078% 3 18024 RACON, INC. $ 140,244.00 154.7977% 4 23070 WINSTON CONTRACTING, L.L.C. $ 174,703.68 192.8334% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 070 -2 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20030328070 COUNTIES : GREENE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 20023 |( 3 ) 18024 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 6500.00000 6500.00| 2500.00000 2500.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 0.77 | | | Acres) | | | 0020 210A000 6296.000 CUYD| 2.00000 12592.00| 3.50000 22036.00| 3.00000 18888.00 Unclassified Excavation | | | 0030 210D021 1031.000 CUYD| 10.00000 10310.00| 5.00000 5155.00| 3.00000 3093.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 219B007 212.000 LF | 25.00000 5300.00| 25.00000 5300.00| 15.00000 3180.00 Special Underdrain 12 Inch Diameter | | | (Collector Outfall) | | | 0050 219D000 2700.000 LF | 5.00000 13500.00| 15.20000 41040.00| 20.00000 54000.00 Horizontal Drain 1 1/2 Inch Diameter | | | 0060 230A000 5.000 RBST| 500.00000 2500.00| 195.00000 975.00| 500.00000 2500.00 Roadbed Processing | | | 0070 301A222 987.000 SQYD| 5.00000 4935.00| 4.79000 4727.73| 6.00000 5922.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0080 401A000 987.000 SQYD| 4.50000 4441.50| 1.50000 1480.50| 3.00000 2961.00 Bituminous Treatment A | | | 0090 401B107 987.000 SQYD| 9.71000 9583.77| 3.75000 3701.25| 12.00000 11844.00 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0100 600A000 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| 10000.00000 10000.00 Mobilization | | | 0110 602A000 6.000 EACH| 100.00000 600.00| 50.00000 300.00| 100.00000 600.00 Right Of Way Markers | | | 0120 614A000 35.000 CUYD| 300.00000 10500.00| 250.00000 8750.00| 275.00000 9625.00 Slope Paving | | | 0130 654A001 75.000 SQYD| 4.00000 300.00| 3.00000 225.00| 5.00000 375.00 Solid Sodding (Bermuda) | | | 0140 658A002 2.000 ACRE| 1100.00000 2200.00| 750.00000 1500.00| 1250.00000 2500.00 Hydro-Seeding & Mulching (Mix 2E) | | | 0150 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 070 -3 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20030328070 COUNTIES : GREENE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 20023 |( 3 ) 18024 |TOMLIN CONSTRUCTION, LLC |TEN-T CORPORATION |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 665I000 25.000 TON | 20.00000 500.00| 35.00000 875.00| 50.00000 1250.00 Temporary Riprap, Class 2 | | | 0170 665J000 500.000 LF | 4.00000 2000.00| 6.00000 3000.00| 3.00000 1500.00 Silt Fence, Type A | | | 0180 680A000 LUMP| 500.00000 500.00| 3000.00000 3000.00| 2500.00000 2500.00 Engineering Controls | | | 0190 701A012 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 750.00000 750.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0200 740B000 116.000 SQFT| 8.50000 986.00| 14.00000 1624.00| 16.00000 1856.00 Construction Signs | | | 0210 740F002 4.000 EACH| 200.00000 800.00| 450.00000 1800.00| 275.00000 1100.00 Barricades, Type III | | | 0220 740I005 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 275.00000 550.00 Warning Lights, Type B (Detachable Head | | | 0230 998A001 LUMP| 0.00000 0.00| 10000.00000 10000.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 10,000) | | | SECTION TOTALS | $ 90,598.27| $ 123,039.48| $ 140,244.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 90,598.27| $ 123,039.48| $ 140,244.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 070 -4 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20030328070 COUNTIES : GREENE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23070 |( ) |( ) |WINSTON CONTRACTING, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 2500.00000 2500.00| | Clearing & Grubbing (Approximately 0.77 | | | Acres) | | | 0020 210A000 6296.000 CUYD| 7.75000 48794.00| | Unclassified Excavation | | | 0030 210D021 1031.000 CUYD| 10.00000 10310.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 219B007 212.000 LF | 14.00000 2968.00| | Special Underdrain 12 Inch Diameter | | | (Collector Outfall) | | | 0050 219D000 2700.000 LF | 16.00000 43200.00| | Horizontal Drain 1 1/2 Inch Diameter | | | 0060 230A000 5.000 RBST| 660.00000 3300.00| | Roadbed Processing | | | 0070 301A222 987.000 SQYD| 6.59000 6504.33| | Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0080 401A000 987.000 SQYD| 0.80000 789.60| | Bituminous Treatment A | | | 0090 401B107 987.000 SQYD| 10.00000 9870.00| | Bituminous Treatment KG (With Polymer | | | Additive) | | | 0100 600A000 LUMP| 13000.00000 13000.00| | Mobilization | | | 0110 602A000 6.000 EACH| 125.00000 750.00| | Right Of Way Markers | | | 0120 614A000 35.000 CUYD| 245.00000 8575.00| | Slope Paving | | | 0130 654A001 75.000 SQYD| 5.25000 393.75| | Solid Sodding (Bermuda) | | | 0140 658A002 2.000 ACRE| 2085.00000 4170.00| | Hydro-Seeding & Mulching (Mix 2E) | | | 0150 665F000 50.000 EACH| 5.00000 250.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 070 -5 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20030328070 COUNTIES : GREENE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23070 |( ) |( ) |WINSTON CONTRACTING, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 665I000 25.000 TON | 25.00000 625.00| | Temporary Riprap, Class 2 | | | 0170 665J000 500.000 LF | 2.50000 1250.00| | Silt Fence, Type A | | | 0180 680A000 LUMP| 14000.00000 14000.00| | Engineering Controls | | | 0190 701A012 1.000 MILE| 530.00000 530.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0200 740B000 116.000 SQFT| 14.00000 1624.00| | Construction Signs | | | 0210 740F002 4.000 EACH| 250.00000 1000.00| | Barricades, Type III | | | 0220 740I005 2.000 EACH| 150.00000 300.00| | Warning Lights, Type B (Detachable Head | | | 0230 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 10,000) | | | SECTION TOTALS | $ 174,703.68| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 174,703.68| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 072 -1 VENDOR RANKING CALL ORDER : 072 CONTRACT ID : 20030328072 COUNTIES : WINSTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-302-673-074-304 for constructing the Resurfacing and Traffic Stripe on S.R.#74 (U.S.#278) from MP 40.426 to MP 43.572 in the city of Double Springs. Length - 3.146 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 527,893.31 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 532,623.95 100.8961% 3 18031 ROGERS GROUP, INC. $ 548,809.00 103.9621% 4 19074 S & M EQUIPMENT CO., INC. $ 597,775.37 113.2379% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 072 -2 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030328072 COUNTIES : WINSTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07002 |( 3 ) 18031 |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., |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 656.000 TON | 17.00000 11152.00| 13.86000 9092.16| 15.00000 9840.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 405A000 1679.000 GAL | 0.97000 1628.63| 1.30000 2182.70| 2.00000 3358.00 Tack Coat | | | 0030 424A360 3077.000 TON | 39.72000 122218.44| 37.34000 114895.18| 40.00000 123080.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 199.000 TON | 41.39000 8236.61| 37.34000 7430.66| 49.00000 9751.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 6155.000 TON | 31.58000 194374.90| 32.45000 199729.75| 31.50000 193882.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 500.000 TON | 51.34000 25670.00| 20.00000 10000.00| 34.00000 17000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B658 1000.000 TON | 38.12000 38120.00| 35.00000 35000.00| 42.00000 42000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 398.000 TON | 39.18000 15593.64| 32.55000 12954.90| 42.00000 16716.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428C000 33228.000 LF | 0.17000 5648.76| 0.20000 6645.60| 0.25000 8307.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 6678.23000 6678.23| 35149.00000 35149.00| 15509.00000 15509.00 Mobilization | | | 0110 680A000 LUMP| 1939.33000 1939.33| 2000.00000 2000.00| 1500.00000 1500.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 072 -3 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030328072 COUNTIES : WINSTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07002 |( 3 ) 18031 |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701C000 8.000 MILE| 397.80000 3182.40| 390.00000 3120.00| 390.00000 3120.00 Broken Temporary Traffic Stripe | | | 0130 701C001 23.000 MILE| 530.40000 12199.20| 520.00000 11960.00| 610.00000 14030.00 Solid Temporary Traffic Stripe | | | 0140 702A040 1.000 MILE| 2040.00000 2040.00| 2000.00000 2000.00| 2000.00000 2000.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A041 7.000 MILE| 4074.90000 28524.30| 3995.00000 27965.00| 3995.00000 27965.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 3.000 MILE| 2034.90000 6104.70| 1995.00000 5985.00| 1995.00000 5985.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 5.000 MILE| 4074.90000 20374.50| 3995.00000 19975.00| 3995.00000 19975.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702B011 400.000 LF | 2.04000 816.00| 2.00000 800.00| 2.00000 800.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0190 703A002 1564.000 SQFT| 2.30000 3597.20| 2.25000 3519.00| 2.25000 3519.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 45.000 SQFT| 3.47000 156.15| 3.40000 153.00| 3.40000 153.00 Traffic Control Legends, Class 2, Type | | | 0210 703D001 408.000 SQFT| 1.53000 624.24| 1.50000 612.00| 1.50000 612.00 Temporary Traffic Control Markings | | | 0220 705A031 13.000 EACH| 5.61000 72.93| 5.50000 71.50| 5.50000 71.50 Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 299.000 EACH| 5.61000 1677.39| 5.50000 1644.50| 5.50000 1644.50 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 348.000 EACH| 5.61000 1952.28| 5.50000 1914.00| 5.50000 1914.00 Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 123.000 EACH| 5.61000 690.03| 5.50000 676.50| 5.50000 676.50 Pavement Markers, Class A-H, Type 2-E | | | 0260 730H001 3200.000 LF | 2.78000 8896.00| 2.76000 8832.00| 2.60000 8320.00 Loop Wire | | | 0270 740B000 690.000 SQFT| 7.76000 5354.40| 7.85000 5416.50| 12.00000 8280.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 072 -4 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030328072 COUNTIES : WINSTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07002 |( 3 ) 18031 |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 740E000 50.000 EACH| 0.06000 3.00| 12.00000 600.00| 3.00000 150.00 Cones (36 Inches High) | | | 0290 740M001 50.000 EACH| 0.06000 3.00| 6.00000 300.00| 3.00000 150.00 Ballast For Cone | | | 0300 740O000 1.000 EACH| 365.05000 365.05| 2000.00000 2000.00| 8500.00000 8500.00 Pilot Car | | | 0310 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 25,100.00) | | | SECTION TOTALS | $ 527,893.31| $ 532,623.95| $ 548,809.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 527,893.31| $ 532,623.95| $ 548,809.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 072 -5 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030328072 COUNTIES : WINSTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305B060 656.000 TON | 14.00000 9184.00| | Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 405A000 1679.000 GAL | 1.50000 2518.50| | Tack Coat | | | 0030 424A360 3077.000 TON | 42.00000 129234.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 199.000 TON | 50.00000 9950.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 6155.000 TON | 36.00000 221580.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 500.000 TON | 50.00000 25000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B658 1000.000 TON | 42.00000 42000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 398.000 TON | 44.00000 17512.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428C000 33228.000 LF | 0.25000 8307.00| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 18000.00000 18000.00| | Mobilization | | | 0110 680A000 LUMP| 7500.00000 7500.00| | Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 072 -6 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030328072 COUNTIES : WINSTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701C000 8.000 MILE| 429.00000 3432.00| | Broken Temporary Traffic Stripe | | | 0130 701C001 23.000 MILE| 572.00000 13156.00| | Solid Temporary Traffic Stripe | | | 0140 702A040 1.000 MILE| 2200.00000 2200.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A041 7.000 MILE| 4394.50000 30761.50| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 3.000 MILE| 2194.50000 6583.50| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 5.000 MILE| 4394.50000 21972.50| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702B011 400.000 LF | 2.20000 880.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 0190 703A002 1564.000 SQFT| 2.48000 3878.72| | Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 45.000 SQFT| 3.74000 168.30| | Traffic Control Legends, Class 2, Type | | | 0210 703D001 408.000 SQFT| 1.65000 673.20| | Temporary Traffic Control Markings | | | 0220 705A031 13.000 EACH| 6.05000 78.65| | Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 299.000 EACH| 6.05000 1808.95| | Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 348.000 EACH| 6.05000 2105.40| | Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 123.000 EACH| 6.05000 744.15| | Pavement Markers, Class A-H, Type 2-E | | | 0260 730H001 3200.000 LF | 2.86000 9152.00| | Loop Wire | | | 0270 740B000 690.000 SQFT| 8.00000 5520.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 072 -7 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030328072 COUNTIES : WINSTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 740E000 50.000 EACH| 10.50000 525.00| | Cones (36 Inches High) | | | 0290 740M001 50.000 EACH| 7.00000 350.00| | Ballast For Cone | | | 0300 740O000 1.000 EACH| 3000.00000 3000.00| | Pilot Car | | | 0310 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 25,100.00) | | | SECTION TOTALS | $ 597,775.37| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 597,775.37| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 073 -1 VENDOR RANKING CALL ORDER : 073 CONTRACT ID : 20030328073 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-663-221-304 for constructing the Resurfacing and Traffic Stripe on S.R.#221 from MP 1.900 west of Camden to MP 6.395. Length - 4.495 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 439,553.95 100.0000% 2 01018 APAC-ALABAMA, INC. $ 486,570.40 110.6964% 3 01073 ASPHALT SUPPLY, L.L.C. $ 489,299.92 111.3174% 4 23011 HOSEA O. WEAVER & SONS, INC. $ 496,350.91 112.9215% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 073 -2 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030328073 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01018 |( 3 ) 01073 |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 12.000 EACH| 175.00000 2100.00| 50.00000 600.00| 65.00000 780.00 Mailbox Reset, Single | | | 0020 209A002 2.000 EACH| 275.00000 550.00| 100.00000 200.00| 105.00000 210.00 Mailbox Reset, Multiple | | | 0030 305A000 5000.000 CUYD| 7.00000 35000.00| 5.00000 25000.00| 5.50000 27500.00 Borrow, Section 210, For Miscellaneous | | | Use | | | 0040 401B100 66570.000 SQYD| 0.58000 38610.60| 0.57000 37944.90| 0.75000 49927.50 Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 1998.000 GAL | 0.75000 1498.50| 1.75000 3496.50| 2.10000 4195.80 Tack Coat | | | 0060 424A341 5575.000 TON | 34.05000 189828.75| 40.00000 223000.00| 38.52000 214749.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424A344 100.000 TON | 48.00000 4800.00| 70.00000 7000.00| 38.52000 3852.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424A347 874.000 TON | 35.05000 30633.70| 40.00000 34960.00| 38.52000 33666.48 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B644 2284.000 TON | 31.60000 72174.40| 38.50000 87934.00| 37.52000 85695.68 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 430B000 100.000 TON | 32.25000 3225.00| 32.00000 3200.00| 55.00000 5500.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0110 600A000 LUMP| 17400.00000 17400.00| 24320.00000 24320.00| 22000.00000 22000.00 Mobilization | | | 0120 652A054 5.000 ACRE| 400.00000 2000.00| 400.00000 2000.00| 600.00000 3000.00 Seeding (Mix 2A) | | | 0130 656A000 5.000 ACRE| 400.00000 2000.00| 400.00000 2000.00| 450.00000 2250.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 073 -3 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030328073 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01018 |( 3 ) 01073 |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665F000 200.000 EACH| 6.00000 1200.00| 4.50000 900.00| 5.15000 1030.00 Hay Bales | | | 0150 665J000 800.000 LF | 3.50000 2800.00| 3.50000 2800.00| 0.98000 784.00 Silt Fence, Type A | | | 0160 701A006 9.000 MILE| 490.00000 4410.00| 490.00000 4410.00| 530.00000 4770.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701A010 4.000 MILE| 285.00000 1140.00| 285.00000 1140.00| 308.00000 1232.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701A014 5.000 MILE| 490.00000 2450.00| 490.00000 2450.00| 530.00000 2650.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701C002 7.000 MILE| 390.00000 2730.00| 390.00000 2730.00| 422.00000 2954.00 Broken Temporary Traffic Stripe (Paint) | | | 0200 701C003 9.000 MILE| 480.00000 4320.00| 480.00000 4320.00| 465.00000 4185.00 Solid Temporary Traffic Stripe (Paint) | | | 0210 703A000 420.000 SQFT| 1.50000 630.00| 1.50000 630.00| 1.62000 680.40 Traffic Control Markings, Class 1, Type | | | A | | | 0220 703B000 136.000 SQFT| 1.50000 204.00| 1.50000 204.00| 1.62000 220.32 Traffic Control Legends, Class 1, Type | | | 0230 703D002 420.000 SQFT| 1.50000 630.00| 1.50000 630.00| 1.62000 680.40 Temporary Traffic Control Markings | | | (Paint) | | | 0240 703E002 171.000 SQFT| 1.50000 256.50| 1.50000 256.50| 1.62000 277.02 Temporary Traffic Control Legends | | | (Paint) | | | 0250 705A032 121.000 EACH| 5.25000 635.25| 5.25000 635.25| 5.68000 687.28 Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 1453.000 EACH| 5.25000 7628.25| 5.25000 7628.25| 5.68000 8253.04 Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 756.000 SQFT| 10.25000 7749.00| 7.25000 5481.00| 7.50000 5670.00 Construction Signs | | | 0280 740E000 100.000 EACH| 10.00000 1000.00| 1.00000 100.00| 3.00000 300.00 Cones (36 Inches High) | | | 0290 740M001 100.000 EACH| 5.00000 500.00| 1.00000 100.00| 1.00000 100.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 073 -4 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030328073 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01018 |( 3 ) 01073 |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740O000 1.000 EACH| 1450.00000 1450.00| 500.00000 500.00| 1500.00000 1500.00 Pilot Car | | | 0310 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 26,500.00) | | | SECTION TOTALS | $ 439,553.95| $ 486,570.40| $ 489,299.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 439,553.95| $ 486,570.40| $ 489,299.92 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 073 -5 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030328073 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |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 209A000 12.000 EACH| 16.49000 197.88| | Mailbox Reset, Single | | | 0020 209A002 2.000 EACH| 21.99000 43.98| | Mailbox Reset, Multiple | | | 0030 305A000 5000.000 CUYD| 8.40000 42000.00| | Borrow, Section 210, For Miscellaneous | | | Use | | | 0040 401B100 66570.000 SQYD| 0.67000 44601.90| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 1998.000 GAL | 1.05000 2097.90| | Tack Coat | | | 0060 424A341 5575.000 TON | 36.14000 201480.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424A344 100.000 TON | 53.56000 5356.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424A347 874.000 TON | 37.43000 32713.82| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B644 2284.000 TON | 35.48000 81036.32| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 430B000 100.000 TON | 24.56000 2456.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0110 600A000 LUMP| 31782.25000 31782.25| | Mobilization | | | 0120 652A054 5.000 ACRE| 584.77000 2923.85| | Seeding (Mix 2A) | | | 0130 656A000 5.000 ACRE| 584.77000 2923.85| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 073 -6 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030328073 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665F000 200.000 EACH| 4.97000 994.00| | Hay Bales | | | 0150 665J000 800.000 LF | 5.56000 4448.00| | Silt Fence, Type A | | | 0160 701A006 9.000 MILE| 497.06000 4473.54| | Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701A010 4.000 MILE| 438.58000 1754.32| | Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701A014 5.000 MILE| 497.06000 2485.30| | Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701C002 7.000 MILE| 526.29000 3684.03| | Broken Temporary Traffic Stripe (Paint) | | | 0200 701C003 9.000 MILE| 614.01000 5526.09| | Solid Temporary Traffic Stripe (Paint) | | | 0210 703A000 420.000 SQFT| 2.05000 861.00| | Traffic Control Markings, Class 1, Type | | | A | | | 0220 703B000 136.000 SQFT| 2.63000 357.68| | Traffic Control Legends, Class 1, Type | | | 0230 703D002 420.000 SQFT| 1.70000 714.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0240 703E002 171.000 SQFT| 2.34000 400.14| | Temporary Traffic Control Legends | | | (Paint) | | | 0250 705A032 121.000 EACH| 5.09000 615.89| | Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 1453.000 EACH| 5.09000 7395.77| | Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 756.000 SQFT| 12.28000 9283.68| | Construction Signs | | | 0280 740E000 100.000 EACH| 10.53000 1053.00| | Cones (36 Inches High) | | | 0290 740M001 100.000 EACH| 7.02000 702.00| | Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 073 -7 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030328073 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740O000 1.000 EACH| 1988.22000 1988.22| | Pilot Car | | | 0310 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 26,500.00) | | | SECTION TOTALS | $ 496,350.91| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 496,350.91| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 074 -1 VENDOR RANKING CALL ORDER : 074 CONTRACT ID : 20030328074 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-663-265-305 for constructing the Resurfacing and Traffic Stripe on S.R.#265 from MP 8.124 at the Monroe County line to MP 14.000. Length - 5.876 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 627,086.25 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 693,677.49 110.6192% 3 01018 APAC-ALABAMA, INC. $ 705,441.85 112.4952% 4 01073 ASPHALT SUPPLY, L.L.C. $ 769,648.72 122.7341% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 074 -2 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030328074 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23011 |( 3 ) 01018 |ASPHALT CONTRACTORS, INC. |HOSEA O. WEAVER & SONS, 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 305A000 2669.000 CUYD| 7.50000 20017.50| 8.41000 22446.29| 13.50000 36031.50 Borrow, Section 210, | | | 0020 401B100 82735.000 SQYD| 0.58000 47986.30| 0.66000 54605.10| 0.56000 46331.60 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 2568.000 GAL | 0.75000 1926.00| 1.05000 2696.40| 2.00000 5136.00 Tack Coat | | | 0040 424A341 7040.000 TON | 34.50000 242880.00| 37.60000 264704.00| 40.00000 281600.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A344 50.000 TON | 55.00000 2750.00| 54.16000 2708.00| 60.00000 3000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424A347 1392.000 TON | 35.85000 49903.20| 38.01000 52909.92| 40.00000 55680.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B644 5620.000 TON | 34.45000 193609.00| 36.05000 202601.00| 36.00000 202320.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 430B000 100.000 TON | 32.50000 3250.00| 24.60000 2460.00| 32.00000 3200.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0090 600A000 LUMP| 21700.00000 21700.00| 38373.07000 38373.07| 34250.00000 34250.00 Mobilization | | | 0100 652A054 4.000 ACRE| 400.00000 1600.00| 585.60000 2342.40| 400.00000 1600.00 Seeding (Mix 2A) | | | 0110 656A000 4.000 ACRE| 400.00000 1600.00| 585.60000 2342.40| 400.00000 1600.00 Mulching, Class A, Type 1 | | | 0120 665F000 200.000 EACH| 6.00000 1200.00| 5.04000 1008.00| 4.50000 900.00 Hay Bales | | | 0130 665J000 800.000 LF | 3.50000 2800.00| 5.27000 4216.00| 3.50000 2800.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 074 -3 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030328074 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23011 |( 3 ) 01018 |ASPHALT CONTRACTORS, INC. |HOSEA O. WEAVER & SONS, INC |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A006 12.000 MILE| 490.00000 5880.00| 497.76000 5973.12| 490.00000 5880.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0150 701A010 4.000 MILE| 285.00000 1140.00| 439.20000 1756.80| 285.00000 1140.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701A014 9.000 MILE| 490.00000 4410.00| 497.76000 4479.84| 490.00000 4410.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701C002 4.000 MILE| 390.00000 1560.00| 527.04000 2108.16| 390.00000 1560.00 Broken Temporary Traffic Stripe (Paint) | | | 0180 701C003 20.000 MILE| 480.00000 9600.00| 503.62000 10072.40| 430.00000 8600.00 Solid Temporary Traffic Stripe (Paint) | | | 0190 703A000 150.000 SQFT| 1.50000 225.00| 2.05000 307.50| 1.50000 225.00 Traffic Control Markings, Class 1, Type | | | A | | | 0200 703D002 150.000 SQFT| 1.50000 225.00| 1.70000 255.00| 1.50000 225.00 Temporary Traffic Control Markings | | | (Paint) | | | 0210 705A032 179.000 EACH| 5.25000 939.75| 5.09000 911.11| 5.25000 939.75 Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 534.000 EACH| 5.25000 2803.50| 5.09000 2718.06| 5.25000 2803.50 Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 622.000 SQFT| 10.50000 6531.00| 14.64000 9106.08| 7.25000 4509.50 Construction Signs | | | 0240 740E000 100.000 EACH| 9.50000 950.00| 10.54000 1054.00| 1.00000 100.00 Cones (36 Inches High) | | | 0250 740M001 100.000 EACH| 5.00000 500.00| 7.03000 703.00| 1.00000 100.00 Ballast For Cone | | | 0260 740O000 1.000 EACH| 1100.00000 1100.00| 819.84000 819.84| 500.00000 500.00 Pilot Car | | | 0270 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 38,700.00 | | | SECTION TOTALS | $ 627,086.25| $ 693,677.49| $ 705,441.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 627,086.25| $ 693,677.49| $ 705,441.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 074 -4 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030328074 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01073 |( ) |( ) |ASPHALT SUPPLY, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305A000 2669.000 CUYD| 5.25000 14012.25| | Borrow, Section 210, | | | 0020 401B100 82735.000 SQYD| 0.77000 63705.95| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 2568.000 GAL | 2.10000 5392.80| | Tack Coat | | | 0040 424A341 7040.000 TON | 41.00000 288640.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A344 50.000 TON | 44.00000 2200.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424A347 1392.000 TON | 42.00000 58464.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B644 5620.000 TON | 40.00000 224800.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 430B000 100.000 TON | 65.00000 6500.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0090 600A000 LUMP| 26000.00000 26000.00| | Mobilization | | | 0100 652A054 4.000 ACRE| 600.00000 2400.00| | Seeding (Mix 2A) | | | 0110 656A000 4.000 ACRE| 450.00000 1800.00| | Mulching, Class A, Type 1 | | | 0120 665F000 200.000 EACH| 5.25000 1050.00| | Hay Bales | | | 0130 665J000 800.000 LF | 0.98000 784.00| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 074 -5 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030328074 COUNTIES : WILCOX LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01073 |( ) |( ) |ASPHALT SUPPLY, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A006 12.000 MILE| 530.00000 6360.00| | Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0150 701A010 4.000 MILE| 308.00000 1232.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701A014 9.000 MILE| 530.00000 4770.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701C002 4.000 MILE| 422.00000 1688.00| | Broken Temporary Traffic Stripe (Paint) | | | 0180 701C003 20.000 MILE| 465.00000 9300.00| | Solid Temporary Traffic Stripe (Paint) | | | 0190 703A000 150.000 SQFT| 1.62000 243.00| | Traffic Control Markings, Class 1, Type | | | A | | | 0200 703D002 150.000 SQFT| 1.62000 243.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0210 705A032 179.000 EACH| 5.68000 1016.72| | Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 534.000 EACH| 6.50000 3471.00| | Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 622.000 SQFT| 8.00000 4976.00| | Construction Signs | | | 0240 740E000 100.000 EACH| 3.00000 300.00| | Cones (36 Inches High) | | | 0250 740M001 100.000 EACH| 1.00000 100.00| | Ballast For Cone | | | 0260 740O000 1.000 EACH| 1500.00000 1500.00| | Pilot Car | | | 0270 998A001 LUMP| 38700.00000 38700.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 38,700.00 | | | SECTION TOTALS | $ 769,648.72| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 769,648.72| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 075 -1 VENDOR RANKING CALL ORDER : 075 CONTRACT ID : 20030328075 COUNTIES : CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-309-183-003-304 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#3 (U.S.#31) from MP 101.911 near U.S.#84 to the Butler County line. Length 11.077 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 1,264,798.15 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,339,999.86 105.9457% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 075 -2 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030328075 COUNTIES : CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( ) |BULLARD EXCAVATING, 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 209A000 17.000 EACH| 50.00000 850.00| 57.12000 971.04| Mailbox Reset, Single | | | 0020 210D022 850.000 CUYD| 6.00000 5100.00| 7.00000 5950.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0030 405A000 18400.000 GAL | 1.15000 21160.00| 1.31000 24104.00| Tack Coat | | | 0040 408A052 178160.000 SQYD| 0.35000 62356.00| 0.40000 71264.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A360 10160.000 TON | 35.27000 358343.20| 34.42000 349707.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B651 19600.000 TON | 30.12000 590352.00| 31.39000 615244.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B655 25.000 TON | 50.00000 1250.00| 80.44000 2011.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 1500.000 TON | 35.68000 53520.00| 32.93000 49395.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 10000.00000 10000.00| 43539.43000 43539.43| Mobilization | | | 0100 650A000 4000.000 CUYD| 5.00000 20000.00| 7.15000 28600.00| Topsoil | | | 0110 652A061 12.000 ACRE| 415.00000 4980.00| 415.00000 4980.00| Seeding (Mix 3E) | | | 0120 656A000 12.000 ACRE| 400.00000 4800.00| 395.00000 4740.00| Mulching, Class A, Type 1 | | | 0130 665F000 1944.000 EACH| 4.50000 8748.00| 5.00000 9720.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 075 -3 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030328075 COUNTIES : CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( ) |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 5754.000 LF | 3.00000 17262.00| 4.00000 23016.00| Silt Fence, Type A | | | 0150 666A001 12.000 ACRE| 10.00000 120.00| 50.00000 600.00| Pest Control Treatment | | | 0160 672B000 30.000 LB | 25.00000 750.00| 10.00000 300.00| Flocculant Powder | | | 0170 701A028 22.000 MILE| 1075.00000 23650.00| 1075.00000 23650.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A046 5.000 MILE| 745.00000 3725.00| 745.00000 3725.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 17.000 MILE| 1475.00000 25075.00| 1475.00000 25075.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701C000 10.000 MILE| 360.00000 3600.00| 360.00000 3600.00| Broken Temporary Traffic Stripe | | | 0210 701C001 35.000 MILE| 425.00000 14875.00| 425.00000 14875.00| Solid Temporary Traffic Stripe | | | 0220 701G125 2443.000 LF | 4.75000 11604.25| 4.75000 11604.25| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G129 1222.000 LF | 4.60000 5621.20| 4.60000 5621.20| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G133 573.000 LF | 4.85000 2779.05| 4.85000 2779.05| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701H001 3015.000 LF | 0.70000 2110.50| 0.70000 2110.50| Solid Traffic Stripe Removed (Plastic) | | | 0260 701H006 1222.000 LF | 0.60000 733.20| 0.60000 733.20| Broken Traffic Stripe Removed (Plastic) | | | 0270 703A002 560.000 SQFT| 1.85000 1036.00| 1.85000 1036.00| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703D001 560.000 SQFT| 1.25000 700.00| 1.25000 700.00| Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 075 -4 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030328075 COUNTIES : CONECUH LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( ) |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 705A032 250.000 EACH| 4.35000 1087.50| 4.35000 1087.50| Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 1195.000 EACH| 4.35000 5198.25| 4.35000 5198.25| Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 402.000 SQFT| 6.00000 2412.00| 7.62000 3063.24| Construction Signs | | | 0320 740D000 40.000 EACH| 10.00000 400.00| 20.00000 800.00| Channelizing Drums | | | 0330 740E000 100.000 EACH| 5.00000 500.00| 1.00000 100.00| Cones (36 Inches High) | | | 0340 740M001 100.000 EACH| 1.00000 100.00| 1.00000 100.00| Ballast For Cone | | | 0350 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 112,500.00) | | | SECTION TOTALS | $ 1,264,798.15| $ 1,339,999.86| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,264,798.15| $ 1,339,999.86| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 076 -1 VENDOR RANKING CALL ORDER : 076 CONTRACT ID : 20030328076 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-309-273-021-305 for constructing the Resurfacing and Traffic Stripe on S.R.#21 fromMP 8.3 to MP 17.8 at the Monroe County line. Length - 9.484 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 1,003,546.15 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,015,078.95 101.1492% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 1,031,621.89 102.7977% 4 13008 MOBILE ASPHALT COMPANY, LLC $ 1,066,071.45 106.2304% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 076 -2 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20030328076 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |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 209A000 5.000 EACH| 50.00000 250.00| 50.00000 250.00| 100.25000 501.25 Mailbox Reset, Single | | | 0020 405A000 15000.000 GAL | 1.15000 17250.00| 1.00000 15000.00| 1.16000 17400.00 Tack Coat | | | 0030 420A011 6500.000 TON | 59.29000 385385.00| 60.20000 391300.00| 55.56000 361140.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0040 424A361 11750.000 TON | 37.74000 443445.00| 36.00000 423000.00| 32.20000 378350.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A364 25.000 TON | 50.00000 1250.00| 93.00000 2325.00| 55.85000 1396.25 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A367 500.000 TON | 47.74000 23870.00| 45.00000 22500.00| 36.96000 18480.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 12257.20000 12257.20| 20550.00000 20550.00| 86125.84000 86125.84 Mobilization | | | 0080 650A000 4075.000 CUYD| 6.00000 24450.00| 11.00000 44825.00| 11.96000 48737.00 Topsoil | | | 0090 652A061 14.000 ACRE| 385.00000 5390.00| 385.00000 5390.00| 591.93000 8287.02 Seeding (Mix 3E) | | | 0100 656A000 14.000 ACRE| 360.00000 5040.00| 360.00000 5040.00| 591.93000 8287.02 Mulching, Class A, Type 1 | | | 0110 665F000 1956.000 EACH| 4.00000 7824.00| 4.00000 7824.00| 6.34000 12401.04 Hay Bales | | | 0120 665J000 5771.000 LF | 3.20000 18467.20| 3.20000 18467.20| 3.58000 20660.18 Silt Fence, Type A | | | 0130 666A001 14.000 ACRE| 10.00000 140.00| 20.00000 280.00| 41.44000 580.16 Pest Control Treatment | | | 0140 701A028 20.000 MILE| 925.00000 18500.00| 925.00000 18500.00| 1095.07000 21901.40 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 076 -3 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20030328076 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A046 7.000 MILE| 675.00000 4725.00| 675.00000 4725.00| 799.11000 5593.77 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 7.000 MILE| 1325.00000 9275.00| 1325.00000 9275.00| 1568.62000 10980.34 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701C000 16.000 MILE| 325.00000 5200.00| 325.00000 5200.00| 384.76000 6156.16 Broken Temporary Traffic Stripe | | | 0180 701C001 16.000 MILE| 375.00000 6000.00| 375.00000 6000.00| 443.95000 7103.20 Solid Temporary Traffic Stripe | | | 0190 701G125 680.000 LF | 4.75000 3230.00| 4.75000 3230.00| 5.62000 3821.60 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G129 340.000 LF | 4.60000 1564.00| 4.60000 1564.00| 5.45000 1853.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701H001 680.000 LF | 0.65000 442.00| 0.65000 442.00| 0.77000 523.60 Solid Traffic Stripe Removed (Plastic) | | | 0220 701H006 340.000 LF | 0.55000 187.00| 0.55000 187.00| 0.65000 221.00 Broken Traffic Stripe Removed (Plastic) | | | 0230 703A002 408.000 SQFT| 1.75000 714.00| 1.75000 714.00| 2.07000 844.56 Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 137.000 SQFT| 2.10000 287.70| 2.10000 287.70| 2.49000 341.13 Traffic Control Legends, Class 2, Type | | | 0250 703D001 816.000 SQFT| 1.10000 897.60| 1.10000 897.60| 1.30000 1060.80 Temporary Traffic Control Markings | | | 0260 703E001 274.000 SQFT| 2.05000 561.70| 2.05000 561.70| 2.43000 665.82 Temporary Traffic Control Legends | | | 0270 705A032 460.000 EACH| 4.35000 2001.00| 4.35000 2001.00| 5.15000 2369.00 Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 465.000 EACH| 4.35000 2022.75| 4.35000 2022.75| 5.15000 2394.75 Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 320.000 SQFT| 6.00000 1920.00| 7.25000 2320.00| 5.30000 1696.00 Construction Signs | | | 0300 740E000 200.000 EACH| 4.00000 800.00| 1.00000 200.00| 5.80000 1160.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 076 -4 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20030328076 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01018 |( 3 ) 23011 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740M001 200.000 EACH| 1.00000 200.00| 1.00000 200.00| 2.95000 590.00 Ballast For Cone | | | 0320 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 56,100.00) | | | SECTION TOTALS | $ 1,003,546.15| $ 1,015,078.95| $ 1,031,621.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,003,546.15| $ 1,015,078.95| $ 1,031,621.89 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 076 -5 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20030328076 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( ) |( ) |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 5.000 EACH| 100.00000 500.00| | Mailbox Reset, Single | | | 0020 405A000 15000.000 GAL | 1.00000 15000.00| | Tack Coat | | | 0030 420A011 6500.000 TON | 61.95000 402675.00| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0040 424A361 11750.000 TON | 38.65000 454137.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A364 25.000 TON | 52.70000 1317.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A367 500.000 TON | 40.35000 20175.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 14200.00000 14200.00| | Mobilization | | | 0080 650A000 4075.000 CUYD| 8.25000 33618.75| | Topsoil | | | 0090 652A061 14.000 ACRE| 466.70000 6533.80| | Seeding (Mix 3E) | | | 0100 656A000 14.000 ACRE| 439.25000 6149.50| | Mulching, Class A, Type 1 | | | 0110 665F000 1956.000 EACH| 5.25000 10269.00| | Hay Bales | | | 0120 665J000 5771.000 LF | 3.40000 19621.40| | Silt Fence, Type A | | | 0130 666A001 14.000 ACRE| 54.90000 768.60| | Pest Control Treatment | | | 0140 701A028 20.000 MILE| 1720.20000 34404.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 076 -6 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20030328076 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( ) |( ) |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A046 7.000 MILE| 887.85000 6214.95| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 7.000 MILE| 1831.15000 12818.05| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701C000 16.000 MILE| 305.20000 4883.20| | Broken Temporary Traffic Stripe | | | 0180 701C001 16.000 MILE| 332.95000 5327.20| | Solid Temporary Traffic Stripe | | | 0190 701G125 680.000 LF | 4.15000 2822.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G129 340.000 LF | 2.20000 748.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701H001 680.000 LF | 1.10000 748.00| | Solid Traffic Stripe Removed (Plastic) | | | 0220 701H006 340.000 LF | 1.10000 374.00| | Broken Traffic Stripe Removed (Plastic) | | | 0230 703A002 408.000 SQFT| 3.05000 1244.40| | Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 137.000 SQFT| 3.05000 417.85| | Traffic Control Legends, Class 2, Type | | | 0250 703D001 816.000 SQFT| 2.20000 1795.20| | Temporary Traffic Control Markings | | | 0260 703E001 274.000 SQFT| 2.20000 602.80| | Temporary Traffic Control Legends | | | 0270 705A032 460.000 EACH| 5.55000 2553.00| | Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 465.000 EACH| 5.55000 2580.75| | Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 320.000 SQFT| 9.60000 3072.00| | Construction Signs | | | 0300 740E000 200.000 EACH| 1.25000 250.00| | Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 076 -7 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20030328076 COUNTIES : ESCAMBIA LETTING DATE : 03/28/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( ) |( ) |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740M001 200.000 EACH| 1.25000 250.00| | Ballast For Cone | | | 0320 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 56,100.00) | | | SECTION TOTALS | $ 1,066,071.45| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,066,071.45| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 077 -1 VENDOR RANKING CALL ORDER : 077 CONTRACT ID : 20030328077 COUNTIES : WASHINGTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-408-654-017-313 for constructing the Shoulder Paving on S.R.#17 from the south city limit of Millry to the Choctaw County line. Length 7.192 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 325,823.14 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 328,187.32 100.7256% 3 01073 ASPHALT SUPPLY, L.L.C. $ 383,048.46 117.5633% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 077 -2 TABULATION OF BIDS CALL ORDER : 077 CONTRACT ID : 20030328077 COUNTIES : WASHINGTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01073 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 952.000 GAL | 1.00000 952.00| 1.05000 999.60| 2.50000 2380.00 Tack Coat | | | 0020 424A361 2378.000 TON | 44.00000 104632.00| 35.72000 84942.16| 47.00000 111766.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0030 424C361 4756.000 TON | 38.00000 180728.00| 37.02000 176067.12| 47.00000 223532.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0040 428B000 70582.000 LF | 0.02000 1411.64| 0.12000 8469.84| 0.03000 2117.46 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0050 430B000 100.000 TON | 20.00000 2000.00| 24.55000 2455.00| 55.00000 5500.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0060 600A000 LUMP| 14000.00000 14000.00| 22772.02000 22772.02| 15200.00000 15200.00 Mobilization | | | 0070 652A057 8.000 ACRE| 505.00000 4040.00| 584.48000 4675.84| 600.00000 4800.00 Seeding (Mix 3A) | | | 0080 656A000 8.000 ACRE| 465.00000 3720.00| 584.48000 4675.84| 600.00000 4800.00 Mulching, Class A, Type 1 | | | 0090 665F000 50.000 EACH| 6.75000 337.50| 4.68000 234.00| 5.50000 275.00 Hay Bales | | | 0100 665J000 500.000 LF | 3.40000 1700.00| 5.26000 2630.00| 2.30000 1150.00 Silt Fence, Type A | | | 0110 740B000 966.000 SQFT| 9.50000 9177.00| 12.57000 12142.62| 8.00000 7728.00 Construction Signs | | | 0120 740D000 100.000 EACH| 1.25000 125.00| 37.99000 3799.00| 22.00000 2200.00 Channelizing Drums | | | 0130 740E000 200.000 EACH| 1.25000 250.00| 10.52000 2104.00| 1.00000 200.00 Cones (36 Inches High) | | | 0140 740M001 200.000 EACH| 1.25000 250.00| 7.01000 1402.00| 1.00000 200.00 Ballast For Cone | | | 0150 740O000 1.000 EACH| 2500.00000 2500.00| 818.28000 818.28| 1200.00000 1200.00 Pilot Car | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 077 -3 TABULATION OF BIDS CALL ORDER : 077 CONTRACT ID : 20030328077 COUNTIES : WASHINGTON LETTING DATE : 03/28/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01073 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 16,800) | | | SECTION TOTALS | $ 325,823.14| $ 328,187.32| $ 383,048.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 325,823.14| $ 328,187.32| $ 383,048.46 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 078 -1 VENDOR RANKING CALL ORDER : 078 CONTRACT ID : 20030328078 COUNTIES : LEE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 08/29/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 99-704-413-000-301 for constructing the Partial Reconstruction (Planing, Resurfacing and Traffic Stripe) at the NCAT Pavement Test Track Facility near Opelika. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 1,598,489.40 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,907,531.78 119.3334% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 078 -2 TABULATION OF BIDS CALL ORDER : 078 CONTRACT ID : 20030328078 COUNTIES : LEE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01018 |( ) |EAST ALABAMA PAVING CO., IN |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 2815.000 CUYD| 20.00000 56300.00| 18.00000 50670.00| Unclassified Excavation | | | 0020 230A000 16.000 RBST| 500.00000 8000.00| 600.00000 9600.00| Roadbed Processing | | | 0030 408A051 791.000 SQYD| 20.00000 15820.00| 14.32000 11327.12| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 408A052 729.000 SQYD| 20.00000 14580.00| 14.61000 10650.69| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 408A053 395.000 SQYD| 35.00000 13825.00| 14.33000 5660.35| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0060 408A054 3248.000 SQYD| 20.00000 64960.00| 14.64000 47550.72| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0070 408A072 3306.000 SQYD| 13.50000 44631.00| 9.78000 32332.68| Planing Existing Pavement(Approximately | | | 22.1" Thru 23" Thick) | | | 0080 412A000 14.000 SECT| 23567.00000 329938.00| 28000.00000 392000.00| Rutting Test Section | | | 0090 412B000 8.000 SECT| 47143.00000 377144.00| 42500.00000 340000.00| Structural Test Section | | | 0100 412C000 30.000 RUN | 1000.00000 30000.00| 12500.00000 375000.00| Wasting Trial Mixes | | | 0110 412D000 5580.000 TON | 0.00000 0.00| 10.50000 58590.00| Sponsor-Provided Aggregate(Alabama) | | | 0120 412D001 650.000 TON | 50.05000 32532.50| 44.22000 28743.00| Sponsor-Provided Aggregate(Florida) | | | 0130 412D002 250.000 TON | 37.07000 9267.50| 21.65000 5412.50| Sponsor-Provided Aggregate(Mississippi) | | | 0140 412D003 940.000 TON | 76.67000 72069.80| 61.07000 57405.80| Sponsor-Provided Aggregate(Missouri) | | | 0150 412D004 600.000 TON | 48.32000 28992.00| 28.10000 16860.00| Sponsor-Provided Aggregate(North | | | Carolina) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 078 -3 TABULATION OF BIDS CALL ORDER : 078 CONTRACT ID : 20030328078 COUNTIES : LEE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01018 |( ) |EAST ALABAMA PAVING CO., IN |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 412D005 850.000 TON | 44.34000 37689.00| 25.60000 21760.00| Sponsor-Provided Aggregate(South | | | Carolina) | | | 0170 412D006 980.000 TON | 42.91000 42051.80| 29.53000 28939.40| Sponsor-Provided Aggregate(Tennessee) | | | 0180 412E003 60.000 TON | 90.21000 5412.60| 57.70000 3462.00| Sponsor-Provided Mineral | | | Filler(Missouri) | | | 0190 412E006 20.000 TON | 46.85000 937.00| 38.50000 770.00| Sponsor-Provided Mineral | | | Filler(Tennessee) | | | 0200 412F000 200.000 TON | 225.00000 45000.00| 234.00000 46800.00| Asphalt(PG67-22,Neat) | | | 0210 412F001 60.000 TON | 305.00000 18300.00| 284.00000 17040.00| Asphalt(PG70-22,Modifier Unknown) | | | 0220 412F003 275.000 TON | 305.00000 83875.00| 319.00000 87725.00| Asphalt (PG76-22) | | | 0230 424B655 100.000 TON | 100.00000 10000.00| 145.46000 14546.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 428C000 1600.000 LF | 3.00000 4800.00| 3.51000 5616.00| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0250 600A000 LUMP| 127912.00000 127912.00| 190000.00000 190000.00| Mobilization | | | 0255 610C001 100.000 TON | 50.00000 5000.00| 57.09000 5709.00| Loose Riprap, Class 2 | | | 0258 610D003 100.000 SQYD| 5.00000 500.00| 1.28000 128.00| Filter Blanket, Geotextile | | | 0260 658A002 3.000 ACRE| 1200.00000 3600.00| 1200.00000 3600.00| Hydro-Seeding & Mulching (Mix 2E) | | | 0270 659A000 2500.000 SQYD| 2.00000 5000.00| 2.00000 5000.00| Erosion Control Netting, Class A | | | 0280 665F000 300.000 EACH| 6.00000 1800.00| 6.25000 1875.00| Hay Bales | | | 0285 665I000 100.000 TON | 50.00000 5000.00| 68.06000 6806.00| Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 078 -4 TABULATION OF BIDS CALL ORDER : 078 CONTRACT ID : 20030328078 COUNTIES : LEE LETTING DATE : 03/28/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01018 |( ) |EAST ALABAMA PAVING CO., IN |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 665J000 3000.000 LF | 5.00000 15000.00| 3.28000 9840.00| Silt Fence, Type A | | | 0295 665K000 75.000 CUYD| 20.00000 1500.00| 7.31000 548.25| Drainage Sump Excavation | | | 0300 680A000 LUMP| 78000.00000 78000.00| 6512.07000 6512.07| Engineering Controls | | | 0310 701A028 2.000 MILE| 1800.00000 3600.00| 1800.00000 3600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0320 701A041 2.000 MILE| 1600.00000 3200.00| 1600.00000 3200.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0330 701B009 345.000 LF | 2.30000 793.50| 2.30000 793.50| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0340 703A002 50.000 SQFT| 2.90000 145.00| 2.90000 145.00| Traffic Control Markings, Class 2, Type | | | A | | | 0350 703B002 23.000 SQFT| 3.90000 89.70| 3.90000 89.70| Traffic Control Legends, Class 2, Type | | | 0360 705A030 25.000 EACH| 5.50000 137.50| 5.50000 137.50| Pavement Markers, Class A-H, Type 2-C | | | 0370 705A031 205.000 EACH| 5.30000 1086.50| 5.30000 1086.50| Pavement Markers, Class A-H, Type 1-A | | | 0380 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 64,900.00) | | | SECTION TOTALS | $ 1,598,489.40| $ 1,907,531.78| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,598,489.40| $ 1,907,531.78| $ ====================================================================================================================================