ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20020426001 COUNTIES : ETOWAH LETTING DATE : 04/26/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MGF-0001(500) for constructing the Planing, Resurfacing and Traffic Stripe S.R.#1 (U.S.#431) from S.R.#211 to I-59 in Gadsden. Length 3.430 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 884,248.60 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 967,072.50 109.3666% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020426001 COUNTIES : ETOWAH LETTING DATE : 04/26/02 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 401B108 3270.000 SQYD| 0.95000 3106.50| 3.31000 10823.70| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 4383.000 GAL | 1.50000 6574.50| 2.00000 8766.00| Tack Coat | | | 0030 408A052 107828.000 SQYD| 1.10000 118610.80| 0.68000 73323.04| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 40650.000 SQYD| 1.10000 44715.00| 1.20000 48780.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 424A281 12052.000 TON | 33.00000 397716.00| 39.75000 479067.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0060 424B289 360.000 TON | 37.35000 13446.00| 42.00000 15120.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 430B040 200.000 TON | 10.00000 2000.00| 22.00000 4400.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0080 600A000 LUMP| 68600.00000 68600.00| 101910.00000 101910.00| Mobilization | | | 0090 701C000 18.000 MILE| 320.00000 5760.00| 320.00000 5760.00| Broken Temporary Traffic Stripe | | | 0100 701C001 12.000 MILE| 340.00000 4080.00| 340.00000 4080.00| Solid Temporary Traffic Stripe | | | 0110 701G121 1355.000 LF | 1.25000 1693.75| 1.25000 1693.75| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0120 701G125 655.000 LF | 3.45000 2259.75| 3.45000 2259.75| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0130 701G133 655.000 LF | 3.56000 2331.80| 3.56000 2331.80| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020426001 COUNTIES : ETOWAH LETTING DATE : 04/26/02 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 1310.000 LF | 1.00000 1310.00| 1.00000 1310.00| Solid Traffic Stripe Removed (Plastic) | | | 0150 701H006 1355.000 LF | 1.00000 1355.00| 1.00000 1355.00| Broken Traffic Stripe Removed (Plastic) | | | 0160 702A040 9.000 MILE| 1950.00000 17550.00| 1950.00000 17550.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A041 5.000 MILE| 3950.00000 19750.00| 3950.00000 19750.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A043 1.000 MILE| 5000.00000 5000.00| 5000.00000 5000.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702B011 10890.000 LF | 1.85000 20146.50| 1.85000 20146.50| Dotted Profiled Traffic Stripe (6" Wide | | | 0200 703A002 3265.000 SQFT| 1.80000 5877.00| 1.80000 5877.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 800.000 SQFT| 2.60000 2080.00| 2.60000 2080.00| Traffic Control Legends, Class 2, Type | | | 0220 705A030 1210.000 EACH| 5.20000 6292.00| 5.20000 6292.00| Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 60.000 EACH| 5.00000 300.00| 5.00000 300.00| Pavement Markers, Class A-H, Type 1-A | | | 0240 730H001 15900.000 LF | 3.50000 55650.00| 3.50000 55650.00| Loop Wire | | | 0250 730I001 18600.000 LF | 2.75000 51150.00| 2.75000 51150.00| Loop Detector Lead-In-Cable | | | 0260 730K000 14.000 EACH| 275.00000 3850.00| 275.00000 3850.00| Traffic Signal Junction Box | | | 0270 740B000 788.000 SQFT| 13.00000 10244.00| 7.42000 5846.96| Construction Signs | | | 0280 740D000 200.000 EACH| 40.00000 8000.00| 30.00000 6000.00| Channelizing Drums | | | 0290 740E000 200.000 EACH| 6.00000 1200.00| 12.00000 2400.00| Cones (36 Inches High) | | | 0300 740M001 200.000 EACH| 3.50000 700.00| 6.00000 1200.00| Ballast For Cone | | | 0310 741C010 2.000 EACH| 1450.00000 2900.00| 1500.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 884,248.60| $ 967,072.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 884,248.60| $ 967,072.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20020426003 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : PFH-16-1(900) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Brown Bridge Road at Scarbrough Creek east of Anniston. Length 0.132 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16032 PRICHARD CONSTRUCTION COMPANY $ 169,069.08 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 185,614.40 109.7861% 3 16016 JOHN PLOTT COMPANY, INC. $ 187,860.80 111.1148% 4 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 190,547.70 112.7040% 5 23070 WINSTON CONTRACTING, L.L.C. $ 241,391.46 142.7768% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020426003 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 04009 |( 3 ) 16016 |PRICHARD CONSTRUCTION COMPA |W. W. DYAR & SONS, INC. |JOHN PLOTT COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 5000.00000 5000.00| 4200.00000 4200.00| 6055.00000 6055.00 Clearing & Grubbing (Approximately 0.5 | | | Acres) | | | 0020 206A000 LUMP| 7000.00000 7000.00| 14500.00000 14500.00| 7600.00000 7600.00 Removal Of Old Bridge, Station 9+30.41 | | | 0030 210A000 44.000 CUYD| 7.00000 308.00| 10.00000 440.00| 6.50000 286.00 Unclassified Excavation | | | 0040 210D001 1310.000 CUYD| 10.00000 13100.00| 10.00000 13100.00| 8.00000 10480.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 114.000 CUYD| 10.00000 1140.00| 12.00000 1368.00| 10.00000 1140.00 Structure Excavation | | | 0060 214B001 57.000 CUYD| 30.00000 1710.00| 28.00000 1596.00| 31.30000 1784.10 Foundation Backfill, Commercial | | | 0070 230A000 7.000 RBST| 800.00000 5600.00| 732.00000 5124.00| 545.00000 3815.00 Roadbed Processing | | | 0080 301A012 1478.000 SQYD| 10.25000 15149.50| 10.20000 15075.60| 7.75000 11454.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1478.000 SQYD| 0.85000 1256.30| 0.60000 886.80| 1.10000 1625.80 Bituminous Treatment A | | | 0100 405A000 50.000 GAL | 1.25000 62.50| 1.05000 52.50| 19.20000 960.00 Tack Coat | | | 0110 424A340 77.000 TON | 78.88000 6073.76| 80.00000 6160.00| 83.20000 6406.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 245.000 TON | 54.04000 13239.80| 56.00000 13720.00| 75.75000 18558.75 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 54.000 TON | 30.18000 1629.72| 33.00000 1782.00| 17.35000 936.90 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 28789.000 LB | 0.50000 14394.50| 0.50000 14394.50| 0.50000 14394.50 Steel Reinforcement | | | 0150 524A011 147.000 CUYD| 300.00000 44100.00| 300.00000 44100.00| 330.00000 48510.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020426003 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 04009 |( 3 ) 16016 |PRICHARD CONSTRUCTION COMPA |W. W. DYAR & SONS, INC. |JOHN PLOTT COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 6000.00000 6000.00| 13000.00000 13000.00| 19940.00000 19940.00 Mobilization | | | 0170 610C001 143.000 TON | 30.00000 4290.00| 28.00000 4004.00| 27.00000 3861.00 Loose Riprap, Class 2 | | | 0180 610D000 111.000 SQYD| 5.00000 555.00| 4.00000 444.00| 2.25000 249.75 Filter Blanket | | | 0190 636A002 1100.000 LF | 3.00000 3300.00| 5.00000 5500.00| 5.25000 5775.00 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0200 650A000 312.000 CUYD| 12.00000 3744.00| 12.00000 3744.00| 6.30000 1965.60 Topsoil | | | 0210 652A053 1.000 ACRE| 850.00000 850.00| 1100.00000 1100.00| 1040.00000 1040.00 Seeding (Mix 1E) | | | 0220 656A000 1.000 ACRE| 900.00000 900.00| 1100.00000 1100.00| 1040.00000 1040.00 Mulching, Class A, Type 1 | | | 0230 665F000 50.000 EACH| 6.00000 300.00| 5.00000 250.00| 6.50000 325.00 Hay Bales | | | 0240 665J000 200.000 LF | 5.00000 1000.00| 4.00000 800.00| 3.30000 660.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 3500.00000 3500.00| 4000.00000 4000.00| 7240.00000 7240.00 Engineering Controls | | | 0260 701A031 1.000 MILE| 2260.00000 2260.00| 2200.00000 2200.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0270 701A035 1.000 MILE| 2260.00000 2260.00| 2200.00000 2200.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0280 701A045 1.000 MILE| 2260.00000 2260.00| 2200.00000 2200.00| 980.00000 980.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0290 701C000 1.000 MILE| 735.00000 735.00| 715.00000 715.00| 500.00000 500.00 Broken Temporary Traffic Stripe | | | 0300 701C001 1.000 MILE| 735.00000 735.00| 715.00000 715.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 0310 705A032 2.000 EACH| 10.00000 20.00| 5.50000 11.00| 12.50000 25.00 Pavement Markers, Class A-H, Type 1-B | | | 0320 705A037 16.000 EACH| 12.00000 192.00| 5.50000 88.00| 12.50000 200.00 Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 262.000 SQFT| 10.00000 2620.00| 12.00000 3144.00| 8.75000 2292.50 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020426003 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 04009 |( 3 ) 16016 |PRICHARD CONSTRUCTION COMPA |W. W. DYAR & SONS, INC. |JOHN PLOTT COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740C000 26.000 SQFT| 9.00000 234.00| 25.00000 650.00| 10.00000 260.00 Special Construction Signs | | | 0350 740F002 10.000 EACH| 250.00000 2500.00| 250.00000 2500.00| 190.00000 1900.00 Barricades, Type III | | | 0360 740I005 5.000 EACH| 210.00000 1050.00| 150.00000 750.00| 120.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 169,069.08| $ 185,614.40| $ 187,860.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 169,069.08| $ 185,614.40| $ 187,860.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020426003 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 23070 |( ) |R.E. GRILLS CONSTRUCTION CO |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| 5000.00000 5000.00| 5000.00000 5000.00| Clearing & Grubbing (Approximately 0.5 | | | Acres) | | | 0020 206A000 LUMP| 3000.00000 3000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 9+30.41 | | | 0030 210A000 44.000 CUYD| 17.00000 748.00| 15.00000 660.00| Unclassified Excavation | | | 0040 210D001 1310.000 CUYD| 4.40000 5764.00| 15.00000 19650.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 114.000 CUYD| 19.00000 2166.00| 15.00000 1710.00| Structure Excavation | | | 0060 214B001 57.000 CUYD| 39.00000 2223.00| 30.00000 1710.00| Foundation Backfill, Commercial | | | 0070 230A000 7.000 RBST| 850.00000 5950.00| 690.00000 4830.00| Roadbed Processing | | | 0080 301A012 1478.000 SQYD| 12.00000 17736.00| 10.00000 14780.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1478.000 SQYD| 0.70000 1034.60| 0.57000 842.46| Bituminous Treatment A | | | 0100 405A000 50.000 GAL | 1.25000 62.50| 1.00000 50.00| Tack Coat | | | 0110 424A340 77.000 TON | 90.00000 6930.00| 76.00000 5852.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 245.000 TON | 80.00000 19600.00| 53.00000 12985.00| Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 54.000 TON | 40.00000 2160.00| 31.50000 1701.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 28789.000 LB | 0.40000 11515.60| 0.50000 14394.50| Steel Reinforcement | | | 0150 524A011 147.000 CUYD| 500.00000 73500.00| 525.00000 77175.00| Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020426003 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 23070 |( ) |R.E. GRILLS CONSTRUCTION CO |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| 8000.00000 8000.00| 22000.00000 22000.00| Mobilization | | | 0170 610C001 143.000 TON | 25.00000 3575.00| 25.00000 3575.00| Loose Riprap, Class 2 | | | 0180 610D000 111.000 SQYD| 2.00000 222.00| 2.50000 277.50| Filter Blanket | | | 0190 636A002 1100.000 LF | 5.00000 5500.00| 6.00000 6600.00| Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0200 650A000 312.000 CUYD| 4.00000 1248.00| 15.00000 4680.00| Topsoil | | | 0210 652A053 1.000 ACRE| 1200.00000 1200.00| 1050.00000 1050.00| Seeding (Mix 1E) | | | 0220 656A000 1.000 ACRE| 800.00000 800.00| 1050.00000 1050.00| Mulching, Class A, Type 1 | | | 0230 665F000 50.000 EACH| 7.00000 350.00| 5.00000 250.00| Hay Bales | | | 0240 665J000 200.000 LF | 4.50000 900.00| 4.00000 800.00| Silt Fence, Type A | | | 0250 680A000 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| Engineering Controls | | | 0260 701A031 1.000 MILE| 665.00000 665.00| 2100.00000 2100.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0270 701A035 1.000 MILE| 760.00000 760.00| 2600.00000 2600.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0280 701A045 1.000 MILE| 380.00000 380.00| 1020.00000 1020.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0290 701C000 1.000 MILE| 240.00000 240.00| 520.00000 520.00| Broken Temporary Traffic Stripe | | | 0300 701C001 1.000 MILE| 290.00000 290.00| 520.00000 520.00| Solid Temporary Traffic Stripe | | | 0310 705A032 2.000 EACH| 6.00000 12.00| 10.50000 21.00| Pavement Markers, Class A-H, Type 1-B | | | 0320 705A037 16.000 EACH| 6.00000 96.00| 10.50000 168.00| Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 262.000 SQFT| 9.00000 2358.00| 15.00000 3930.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020426003 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 23070 |( ) |R.E. GRILLS CONSTRUCTION CO |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740C000 26.000 SQFT| 12.00000 312.00| 15.00000 390.00| Special Construction Signs | | | 0350 740F002 10.000 EACH| 200.00000 2000.00| 200.00000 2000.00| Barricades, Type III | | | 0360 740I005 5.000 EACH| 150.00000 750.00| 300.00000 1500.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 190,547.70| $ 241,391.46| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 190,547.70| $ 241,391.46| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20020426004 COUNTIES : COLBERT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-0031(500) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#2/U.S.#72 (Woodward Avenue) from near Sixth Street (C.R.#24) to near Second Street (S.R.#184) in Muscle Shoals. Length 2.277 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 783,767.27 100.0000% 2 18031 ROGERS GROUP, INC. $ 939,205.28 119.8322% 3 19074 S & M EQUIPMENT CO., INC. $ 1,032,385.67 131.7209% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020426004 COUNTIES : COLBERT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, 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 404D003 117973.000 SQYD| 4.41000 520260.93| 5.26000 620537.98| 5.88000 693681.24 Paver-Laid Surface Treatment, Type C | | | 0020 405A000 1069.000 GAL | 1.01000 1079.69| 3.00000 3207.00| 1.50000 1603.50 Tack Coat | | | 0030 408A052 35627.000 SQYD| 0.80000 28501.60| 1.15000 40971.05| 1.50000 53440.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424B651 3919.000 TON | 30.88000 121018.72| 27.65000 108360.35| 35.00000 137165.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0050 424B655 250.000 TON | 49.16000 12290.00| 38.00000 9500.00| 35.00000 8750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B657 200.000 TON | 40.45000 8090.00| 39.00000 7800.00| 35.00000 7000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0070 424B659 250.000 TON | 36.32000 9080.00| 36.00000 9000.00| 35.00000 8750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 3919.03000 3919.03| 48748.00000 48748.00| 25000.00000 25000.00 Mobilization | | | 0090 622A000 19.000 EACH| 100.90000 1917.10| 350.00000 6650.00| 65.00000 1235.00 Manhole Covers Reset | | | 0100 701A028 1.000 MILE| 1275.00000 1275.00| 1250.00000 1250.00| 1437.50000 1437.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A041 10.000 MILE| 867.00000 8670.00| 850.00000 8500.00| 977.50000 9775.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A046 4.000 MILE| 856.80000 3427.20| 840.00000 3360.00| 966.00000 3864.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 5.000 MILE| 1524.90000 7624.50| 1495.00000 7475.00| 1719.25000 8596.25 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020426004 COUNTIES : COLBERT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701B009 1424.000 LF | 0.51000 726.24| 0.50000 712.00| 0.58000 825.92 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 20.000 MILE| 326.40000 6528.00| 320.00000 6400.00| 368.00000 7360.00 Broken Temporary Traffic Stripe | | | 0160 701C001 5.000 MILE| 346.80000 1734.00| 340.00000 1700.00| 391.00000 1955.00 Solid Temporary Traffic Stripe | | | 0170 703A002 1625.000 SQFT| 1.84000 2990.00| 1.80000 2925.00| 2.07000 3363.75 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 121.000 SQFT| 2.65000 320.65| 2.60000 314.60| 2.99000 361.79 Traffic Control Legends, Class 2, Type | | | 0190 703C001 500.000 SQFT| 2.55000 1275.00| 2.50000 1250.00| 2.88000 1440.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0200 703D001 1350.000 SQFT| 1.02000 1377.00| 1.00000 1350.00| 1.15000 1552.50 Temporary Traffic Control Markings | | | 0210 705A030 68.000 EACH| 5.30000 360.40| 5.20000 353.60| 5.98000 406.64 Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 733.000 EACH| 5.10000 3738.30| 5.00000 3665.00| 5.75000 4214.75 Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 862.000 EACH| 5.10000 4396.20| 5.00000 4310.00| 5.75000 4956.50 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 101.000 EACH| 5.30000 535.30| 5.20000 525.20| 5.98000 603.98 Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 110.000 EACH| 5.30000 583.00| 5.20000 572.00| 5.98000 657.80 Pavement Markers, Class A-H, Type 2-E | | | 0260 730H001 7200.000 LF | 2.24000 16128.00| 2.20000 15840.00| 2.53000 18216.00 Loop Wire | | | 0270 730I001 1000.000 LF | 1.84000 1840.00| 1.80000 1800.00| 2.07000 2070.00 Loop Detector Lead-In-Cable | | | 0280 740B000 1321.000 SQFT| 7.50000 9907.50| 8.50000 11228.50| 8.05000 10634.05 Construction Signs | | | 0290 740D000 75.000 EACH| 37.49000 2811.75| 42.00000 3150.00| 69.00000 5175.00 Channelizing Drums | | | 0300 740E000 50.000 EACH| 8.07000 403.50| 10.00000 500.00| 16.10000 805.00 Cones (36 Inches High) | | | 0310 740M001 50.000 EACH| 5.72000 286.00| 5.00000 250.00| 9.78000 489.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020426004 COUNTIES : COLBERT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 741C010 2.000 EACH| 336.33000 672.66| 3500.00000 7000.00| 3500.00000 7000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 783,767.27| $ 939,205.28| $ 1,032,385.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 783,767.27| $ 939,205.28| $ 1,032,385.67 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20020426005 COUNTIES : BUTLER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : ACIM-I065(325) for constructing the Concrete Rehabilitation on I-65 from MP 114.89 northwest of Georgiana to MP 124.50. Length - 9.61 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 707,707.00 100.0000% 2 07011 GROUT, INCORPORATED $ 759,062.00 107.2565% 3 08077 HASTINGS GENERAL CONTRACTING, INC. $ 794,304.00 112.2363% 4 02032 BULLARD EXCAVATING, INC. $ 844,143.75 119.2787% 5 16039 PINKERTON CONSTRUCTION, INC. $ 911,876.00 128.8494% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020426005 COUNTIES : BUTLER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 07011 |( 3 ) 08077 |R.E. GRILLS CONSTRUCTION CO |GROUT, INCORPORATED |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 453C000 2820.000 SQYD| 75.00000 211500.00| 50.00000 141000.00| 100.00000 282000.00 Removal Of Concrete Pavement Slab | | | 0020 453D001 705.000 CUYD| 575.00000 405375.00| 700.00000 493500.00| 400.00000 282000.00 Concrete Pavement Replacement Slab | | | (Plain Concrete) | | | 0030 455A000 2820.000 SQYD| 16.00000 45120.00| 16.50000 46530.00| 20.00000 56400.00 Grinding Concrete Pavement | | | 0040 600A000 LUMP| 19000.00000 19000.00| 27000.00000 27000.00| 120000.00000 120000.00 Mobilization | | | 0050 740B000 992.000 SQFT| 7.00000 6944.00| 16.00000 15872.00| 12.00000 11904.00 Construction Signs | | | 0060 740D000 200.000 EACH| 50.00000 10000.00| 75.00000 15000.00| 60.00000 12000.00 Channelizing Drums | | | 0070 741C010 2.000 EACH| 1500.00000 3000.00| 3360.00000 6720.00| 5000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0080 742A001 2.000 EACH| 3384.00000 6768.00| 6720.00000 13440.00| 10000.00000 20000.00 Portable Changeable Message Signs, Type | | | 2 | | | SECTION TOTALS | $ 707,707.00| $ 759,062.00| $ 794,304.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 707,707.00| $ 759,062.00| $ 794,304.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020426005 COUNTIES : BUTLER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 16039 |( ) |BULLARD EXCAVATING, INC. |PINKERTON CONSTRUCTION, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 453C000 2820.000 SQYD| 92.50000 260850.00| 60.00000 169200.00| Removal Of Concrete Pavement Slab | | | 0020 453D001 705.000 CUYD| 625.75000 441153.75| 800.00000 564000.00| Concrete Pavement Replacement Slab | | | (Plain Concrete) | | | 0030 455A000 2820.000 SQYD| 5.00000 14100.00| 17.00000 47940.00| Grinding Concrete Pavement | | | 0040 600A000 LUMP| 85000.00000 85000.00| 100000.00000 100000.00| Mobilization | | | 0050 740B000 992.000 SQFT| 20.00000 19840.00| 8.00000 7936.00| Construction Signs | | | 0060 740D000 200.000 EACH| 50.00000 10000.00| 58.00000 11600.00| Channelizing Drums | | | 0070 741C010 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0080 742A001 2.000 EACH| 5000.00000 10000.00| 4000.00000 8000.00| Portable Changeable Message Signs, Type | | | 2 | | | SECTION TOTALS | $ 844,143.75| $ 911,876.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 844,143.75| $ 911,876.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20020426006 COUNTIES : RUSSELL LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 275 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNHF-101(506) for constructing the Base and Pave, Partial Grade and Drain, Signing and Bridge Culvert on the Relocated U.S.#431 from south of Seale to northeast of Seale. Length 6.554 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 9,752,653.64 100.0000% 2 01018 APAC-ALABAMA, INC. $ 9,806,596.55 100.5531% 3 14001 NEWELL ROADBUILDERS, INC. $ 9,850,893.40 101.0073% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020426006 COUNTIES : RUSSELL LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 01018 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 563126.00000 563126.00| 60000.00000 60000.00| 75000.00000 75000.00 Clearing & Grubbing (Approximately 20 | | | ACRES) | | | 0020 206B000 LUMP| 500.00000 500.00| 5000.00000 5000.00| 5000.00000 5000.00 Removal Of Old Box Culvert, Station | | | 23+20.00 on SR-26 | | | 0030 210A000 139451.000 CUYD| 1.10000 153396.10| 1.80000 251011.80| 1.42000 198020.42 Unclassified Excavation | | | 0040 210D000 37000.000 CUYD| 2.72000 100640.00| 3.20000 118400.00| 2.45000 90650.00 Borrow Excavation | | | 0050 214A000 1318.000 CUYD| 8.00000 10544.00| 7.16000 9436.88| 2.50000 3295.00 Structure Excavation | | | 0060 214B001 350.000 CUYD| 35.00000 12250.00| 31.60000 11060.00| 22.50000 7875.00 Foundation Backfill, Commercial | | | 0070 230A000 71.000 RBST| 220.00000 15620.00| 356.70000 25325.70| 200.00000 14200.00 Roadbed Processing | | | 0080 231B001 77276.000 TON | 14.00000 1081864.00| 14.33000 1107365.08| 14.00000 1081864.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0090 301A012 325843.000 SQYD| 3.69000 1202360.67| 3.71000 1208877.53| 4.35000 1417417.05 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 301A017 94668.000 SQYD| 4.47000 423165.96| 4.00000 378672.00| 5.25000 497007.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7.25" Compacted Thickness | | | 0110 306E000 1.000 EACH| 300.00000 300.00| 5996.80000 5996.80| 8000.00000 8000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0120 327E000 45961.000 TON | 26.32000 1209693.52| 26.50000 1217966.50| 26.32000 1209693.52 Permeable Asphalt Treated Base | | | 0130 401A000 9042.000 SQYD| 0.34000 3074.28| 0.39000 3526.38| 0.34000 3074.28 Bituminous Treatment A | | | 0140 401A043 205599.000 SQYD| 0.82000 168591.18| 0.74000 152143.26| 0.82000 168591.18 Bituminous Treatment AE | | | 0150 401B107 75508.000 SQYD| 1.40000 105711.20| 1.40000 105711.20| 1.40000 105711.20 Bituminous Treatment KG (With Polymer | | | Additive) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020426006 COUNTIES : RUSSELL LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 01018 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 401B108 2667.000 SQYD| 0.80000 2133.60| 2.00000 5334.00| 0.80000 2133.60 Bituminous Treatment G (With Polymer | | | Additive) | | | 0160 405A000 20556.000 GAL | 1.00000 20556.00| 1.00000 20556.00| 1.00000 20556.00 Tack Coat | | | 0170 408A051 3600.000 SQYD| 3.00000 10800.00| 3.00000 10800.00| 3.00000 10800.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0185 410A002 1.000 EACH| 21500.00000 21500.00| 24000.00000 24000.00| 21500.00000 21500.00 Profilograph | | | 0190 410H000 1.000 EACH| 71500.00000 71500.00| 25000.00000 25000.00| 71500.00000 71500.00 Material Remixing Device | | | 0200 424A281 19878.000 TON | 31.78000 631722.84| 33.00000 655974.00| 31.78000 631722.84 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424A286 50.000 TON | 50.00000 2500.00| 70.00000 3500.00| 50.00000 2500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424B281 30615.000 TON | 29.16000 892733.40| 32.00000 979680.00| 29.16000 892733.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0230 424B285 50.000 TON | 100.00000 5000.00| 70.00000 3500.00| 100.00000 5000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424B651 12589.000 TON | 26.67000 335748.63| 28.50000 358786.50| 26.67000 335748.63 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 424C281 39174.000 TON | 27.69000 1084728.06| 28.00000 1096872.00| 27.69000 1084728.06 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0260 430B005 400.000 TON | 18.00000 7200.00| 16.00000 6400.00| 13.25000 5300.00 Aggregate Surfacing (ALDOT #410) | | | 0270 450B000 214.000 SQYD| 75.00000 16050.00| 75.00000 16050.00| 60.00000 12840.00 Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020426006 COUNTIES : RUSSELL LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 01018 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 502A000 47390.000 LB | 0.48000 22747.20| 0.48000 22747.20| 0.48000 22747.20 Steel Reinforcement | | | 0290 524A011 243.000 CUYD| 285.00000 69255.00| 285.00000 69255.00| 285.00000 69255.00 Culvert Concrete (Cast In Place) | | | 0300 530A001 350.000 LF | 19.50000 6825.00| 25.75000 9012.50| 19.00000 6650.00 18" Roadway Pipe (Class 3 R.C.) | | | 0310 530A003 96.000 LF | 28.50000 2736.00| 39.00000 3744.00| 39.00000 3744.00 30" Roadway Pipe (Class 3 R.C.) | | | 0320 535A001 332.000 LF | 18.00000 5976.00| 26.00000 8632.00| 18.00000 5976.00 18" Side Drain Pipe | | | 0330 535A002 64.000 LF | 24.00000 1536.00| 30.00000 1920.00| 27.50000 1760.00 24" Side Drain Pipe | | | 0340 600A000 LUMP| 256500.00000 256500.00| 340000.00000 340000.00| 280000.00000 280000.00 Mobilization | | | 0350 605A002 135754.000 LF | 2.25000 305446.50| 2.59000 351602.86| 2.75000 373323.50 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0360 605B000 300.000 EACH| 100.00000 30000.00| 235.00000 70500.00| 225.00000 67500.00 Special Underdrain Outlet, Type A | | | 0370 606A000 300.000 LF | 12.00000 3600.00| 10.00000 3000.00| 12.00000 3600.00 6" Underdrain Pipe | | | 0380 610C001 436.000 TON | 20.00000 8720.00| 25.00000 10900.00| 22.50000 9810.00 Loose Riprap, Class 2 | | | 0390 610D001 345.000 SQYD| 1.75000 603.75| 2.50000 862.50| 2.75000 948.75 Filter Blanket, Geotextile (Woven) | | | 0400 614A000 1334.000 CUYD| 190.00000 253460.00| 190.00000 253460.00| 185.00000 246790.00 Slope Paving | | | 0410 619A002 9.000 EACH| 500.00000 4500.00| 500.00000 4500.00| 400.00000 3600.00 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A004 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 600.00000 1200.00 30" Roadway Pipe End Treatment, Class 1 | | | 0430 619A008 1.000 EACH| 1350.00000 1350.00| 1350.00000 1350.00| 950.00000 950.00 54" Roadway Pipe End Treatment, Class 1 | | | 0440 619A101 12.000 EACH| 500.00000 6000.00| 500.00000 6000.00| 375.00000 4500.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0450 619A102 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 400.00000 800.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020426006 COUNTIES : RUSSELL LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 01018 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 621C020 3.000 EACH| 1650.00000 4950.00| 1650.00000 4950.00| 1600.00000 4800.00 Inlets, Type Y | | | 0470 621D019 5.000 EACH| 450.00000 2250.00| 450.00000 2250.00| 400.00000 2000.00 Inlet Units, Type Y | | | 0480 630A001 1463.000 LF | 11.25000 16458.75| 11.00000 16093.00| 11.25000 16458.75 Steel Beam Guardrail, Class A, Type 2 | | | 0490 630C001 2.000 EACH| 755.00000 1510.00| 800.00000 1600.00| 755.00000 1510.00 Guardrail End Anchor, Type 8 | | | 0500 630C003 4.000 EACH| 975.00000 3900.00| 1000.00000 4000.00| 975.00000 3900.00 Guardrail End Anchor, Type 13 | | | 0510 630C070 10.000 EACH| 1275.00000 12750.00| 1100.00000 11000.00| 1275.00000 12750.00 Guardrail End Anchor, Type 10 Series | | | 0520 650B000 26889.000 CUYD| 1.50000 40333.50| 3.25000 87389.25| 2.25000 60500.25 Topsoil From Stockpiles | | | 0530 652A054 48.000 ACRE| 500.00000 24000.00| 500.00000 24000.00| 500.00000 24000.00 Seeding (Mix 2A) | | | 0540 652A056 5.000 ACRE| 500.00000 2500.00| 500.00000 2500.00| 500.00000 2500.00 Seeding (Mix 2E) | | | 0550 652B053 47.000 ACRE| 350.00000 16450.00| 350.00000 16450.00| 350.00000 16450.00 Temporary Seeding (Mix 2AT) | | | 0560 652C000 95.000 ACRE| 45.00000 4275.00| 45.00000 4275.00| 45.00000 4275.00 Mowing | | | 0570 652D054 47.000 ACRE| 500.00000 23500.00| 500.00000 23500.00| 500.00000 23500.00 Seeding In Stubble (Mix 2A) | | | 0580 654A001 1732.000 SQYD| 4.00000 6928.00| 4.00000 6928.00| 4.00000 6928.00 Solid Sodding (Bermuda) | | | 0590 656A000 95.000 ACRE| 450.00000 42750.00| 450.00000 42750.00| 450.00000 42750.00 Mulching, Class A, Type 1 | | | 0600 656A001 5.000 ACRE| 450.00000 2250.00| 450.00000 2250.00| 450.00000 2250.00 Mulching, Class A, Type 2 | | | 0610 659A002 8400.000 SQYD| 4.50000 37800.00| 4.50000 37800.00| 4.50000 37800.00 Erosion Control Netting, Class C1 | | | 0620 665A000 10.000 ACRE| 300.00000 3000.00| 300.00000 3000.00| 300.00000 3000.00 Temporary Seeding | | | 0630 665B000 10.000 ACRE| 375.00000 3750.00| 375.00000 3750.00| 375.00000 3750.00 Temporary Mulching | | | 0640 665C000 200.000 LF | 15.00000 3000.00| 16.00000 3200.00| 17.00000 3400.00 15" Temporary Pipe | | | 0650 665F000 815.000 EACH| 6.00000 4890.00| 5.00000 4075.00| 5.00000 4075.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020426006 COUNTIES : RUSSELL LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 01018 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 665G000 200.000 EACH| 0.01000 2.00| 3.00000 600.00| 2.50000 500.00 Sand Bags | | | 0670 665I000 428.000 TON | 21.00000 8988.00| 30.00000 12840.00| 22.50000 9630.00 Temporary Riprap, Class 2 | | | 0680 665J000 5650.000 LF | 3.00000 16950.00| 3.00000 16950.00| 3.00000 16950.00 Silt Fence, Type A | | | 0690 665K000 86.000 CUYD| 5.00000 430.00| 7.00000 602.00| 5.00000 430.00 Drainage Sump Excavation | | | 0700 680A000 LUMP| 5000.00000 5000.00| 111055.66000 111055.66| 92500.00000 92500.00 Engineering Controls | | | 0710 701C002 18.000 MILE| 260.00000 4680.00| 260.00000 4680.00| 260.00000 4680.00 Broken Temporary Traffic Stripe (Paint) | | | 0720 701C003 46.000 MILE| 280.00000 12880.00| 280.00000 12880.00| 280.00000 12880.00 Solid Temporary Traffic Stripe (Paint) | | | 0730 701C004 1.000 MILE| 2800.00000 2800.00| 2292.00000 2292.00| 2292.00000 2292.00 Broken Temporary Traffic Stripe (Tape) | | | 0740 701C005 1.000 MILE| 6500.00000 6500.00| 5668.00000 5668.00| 5668.00000 5668.00 Solid Temporary Traffic Stripe (Tape) | | | 0750 701D007 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| 1300.00000 1300.00 Solid Traffic Stripe Removed (Paint) | | | 0760 701D008 1.000 MILE| 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00 Solid Traffic Stripe Removed (Plastic) | | | 0770 701D015 1.000 MILE| 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 Broken Traffic Stripe Removed (Plastic) | | | 0780 701G121 440.000 LF | 1.71000 752.40| 1.71000 752.40| 1.71000 752.40 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0790 701G125 440.000 LF | 3.44000 1513.60| 3.44000 1513.60| 3.44000 1513.60 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0800 701G133 440.000 LF | 3.55000 1562.00| 3.55000 1562.00| 3.55000 1562.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0810 702A040 13.000 MILE| 1775.00000 23075.00| 1775.00000 23075.00| 1775.00000 23075.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0820 702A041 20.000 MILE| 3795.00000 75900.00| 3750.00000 75000.00| 3750.00000 75000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020426006 COUNTIES : RUSSELL LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 01018 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 702A043 17.000 MILE| 3795.00000 64515.00| 3750.00000 63750.00| 3750.00000 63750.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0840 702B011 13050.000 LF | 1.00000 13050.00| 1.00000 13050.00| 1.00000 13050.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0850 703A002 1407.000 SQFT| 1.80000 2532.60| 1.80000 2532.60| 1.80000 2532.60 Traffic Control Markings, Class 2, Type | | | A | | | 0860 703B002 1553.000 SQFT| 2.40000 3727.20| 2.40000 3727.20| 2.40000 3727.20 Traffic Control Legends, Class 2, Type | | | 0870 705A011 10.000 EACH| 10.00000 100.00| 10.00000 100.00| 10.00000 100.00 Pavement Markers, Class C, Type 1-A | | | 0880 705A012 10.000 EACH| 10.00000 100.00| 10.00000 100.00| 10.00000 100.00 Pavement Markers, Class C, Type 1-B | | | 0890 705A023 54.000 EACH| 10.00000 540.00| 10.00000 540.00| 10.00000 540.00 Pavement Markers, Class C, Type 2-D | | | 0900 705A030 24.000 EACH| 4.80000 115.20| 4.80000 115.20| 4.80000 115.20 Pavement Markers, Class A-H, Type 2-C | | | 0910 705A031 970.000 EACH| 4.60000 4462.00| 4.60000 4462.00| 4.60000 4462.00 Pavement Markers, Class A-H, Type 1-A | | | 0920 705A032 960.000 EACH| 4.60000 4416.00| 4.60000 4416.00| 4.60000 4416.00 Pavement Markers, Class A-H, Type 1-B | | | 0930 705A037 140.000 EACH| 4.80000 672.00| 4.80000 672.00| 4.80000 672.00 Pavement Markers, Class A-H, Type 2-D | | | 0940 705A038 24.000 EACH| 4.80000 115.20| 4.80000 115.20| 4.80000 115.20 Pavement Markers, Class A-H, Type 2-E | | | 0950 707B003 1.000 EACH| 130.00000 130.00| 128.13000 128.13| 128.13000 128.13 Type A Hazard Marker Installation | | | 0960 709A000 12.000 EACH| 77.00000 924.00| 76.88000 922.56| 76.88000 922.56 Milepost, Type A | | | 0970 710A030 26.000 SQFT| 13.00000 338.00| 12.81000 333.06| 12.81000 333.06 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thickness (Type I Background) | | | 0980 710A115 718.000 SQFT| 13.00000 9334.00| 12.81000 9197.58| 12.81000 9197.58 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0990 710A126 492.000 SQFT| 15.00000 7380.00| 14.86000 7311.12| 14.86000 7311.12 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020426006 COUNTIES : RUSSELL LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 01018 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |APAC-ALABAMA, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 710B001 1792.000 LF | 4.65000 8332.80| 4.61000 8261.12| 4.61000 8261.12 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1010 713A000 90.000 LF | 80.00000 7200.00| 85.00000 7650.00| 80.00000 7200.00 Permanent Barricades | | | 1020 726A000 300.000 LF | 30.00000 9000.00| 29.82000 8946.00| 40.00000 12000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1030 740B000 1514.000 SQFT| 9.00000 13626.00| 7.09000 10734.26| 13.50000 20439.00 Construction Signs | | | 1040 740D000 380.000 EACH| 35.00000 13300.00| 71.38000 27124.40| 80.00000 30400.00 Channelizing Drums | | | 1050 740E000 25.000 EACH| 0.01000 0.25| 5.85000 146.25| 30.00000 750.00 Cones (36 Inches High) | | | 1060 740F002 90.000 EACH| 240.00000 21600.00| 157.50000 14175.00| 325.00000 29250.00 Barricades, Type III | | | 1070 740I005 12.000 EACH| 250.00000 3000.00| 510.00000 6120.00| 475.00000 5700.00 Warning Lights, Type B (Detachable Head | | | 1080 740M001 25.000 EACH| 0.01000 0.25| 3.51000 87.75| 15.00000 375.00 Ballast For Cone | | | 1090 741C010 1.000 EACH| 3000.00000 3000.00| 5616.52000 5616.52| 7500.00000 7500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1100 999 000 5000.000 HOUR| 0.80000 4000.00| 0.80000 4000.00| 0.80000 4000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,752,653.64| $ 9,806,596.55| $ 9,850,893.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,752,653.64| $ 9,806,596.55| $ 9,850,893.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20020426008 COUNTIES : MONTGOMERY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MGF-0102(515) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#53 (U.S.#231) from C.R.#89 near Pine Level to Dry Creek. Length 9.093 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 2,121,496.16 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,328,643.00 109.7642% 3 01023 ASPHALT CONTRACTORS, INC. $ 2,400,133.75 113.1340% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020426008 COUNTIES : MONTGOMERY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 01023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 9975.000 CUYD| 7.49000 74712.75| 4.00000 39900.00| 5.70000 56857.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 36800.000 GAL | 0.01000 368.00| 1.25000 46000.00| 0.70000 25760.00 Tack Coat | | | 0030 408A052 253350.000 SQYD| 0.35000 88672.50| 0.45000 114007.50| 0.75000 190012.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A281 21300.000 TON | 26.09000 555717.00| 27.90000 594270.00| 29.05000 618765.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0050 424A370 1200.000 TON | 40.55000 48660.00| 38.45000 46140.00| 32.25000 38700.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B281 28500.000 TON | 23.80000 678300.00| 27.69000 789165.00| 24.65000 702525.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0070 424B285 500.000 TON | 58.80000 29400.00| 95.00000 47500.00| 50.00000 25000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424B288 1000.000 TON | 24.83000 24830.00| 26.50000 26500.00| 34.25000 34250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 454A002 73150.000 LF | 1.90000 138985.00| 1.80000 131670.00| 2.00000 146300.00 Cleaning And Sealing Concrete Pavement, | | | Type II, Joints | | | 0100 454B000 73150.000 LF | 2.25000 164587.50| 2.30000 168245.00| 2.50000 182875.00 Waterproofing Pavement Joints And Crack | | | 0110 600A000 LUMP| 28140.31000 28140.31| 25000.00000 25000.00| 67900.00000 67900.00 Mobilization | | | 0120 652A056 35.000 ACRE| 365.00000 12775.00| 365.00000 12775.00| 400.00000 14000.00 Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020426008 COUNTIES : MONTGOMERY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 01023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 656A000 35.000 ACRE| 340.00000 11900.00| 340.00000 11900.00| 350.00000 12250.00 Mulching, Class A, Type 1 | | | 0140 665F000 250.000 EACH| 4.25000 1062.50| 4.25000 1062.50| 6.00000 1500.00 Hay Bales | | | 0150 665J000 2500.000 LF | 2.90000 7250.00| 2.90000 7250.00| 3.25000 8125.00 Silt Fence, Type A | | | 0160 701C000 43.000 MILE| 260.00000 11180.00| 260.00000 11180.00| 260.00000 11180.00 Broken Temporary Traffic Stripe | | | 0170 701C001 84.000 MILE| 279.00000 23436.00| 280.00000 23520.00| 290.00000 24360.00 Solid Temporary Traffic Stripe | | | 0180 701F000 9700.000 LF | 0.05000 485.00| 0.05000 485.00| 0.05000 485.00 Dotted Temporary Traffic Stripe | | | 0190 701G121 2100.000 LF | 1.05000 2205.00| 1.05000 2205.00| 1.05000 2205.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G125 2100.000 LF | 2.66000 5586.00| 2.66000 5586.00| 2.79000 5859.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G133 2100.000 LF | 2.78000 5838.00| 2.78000 5838.00| 2.90000 6090.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701H001 4200.000 LF | 0.30000 1260.00| 0.30000 1260.00| 0.30000 1260.00 Solid Traffic Stripe Removed (Plastic) | | | 0230 701H006 2100.000 LF | 0.30000 630.00| 0.30000 630.00| 0.30000 630.00 Broken Traffic Stripe Removed (Plastic) | | | 0240 702A040 19.000 MILE| 1775.00000 33725.00| 1775.00000 33725.00| 1775.00000 33725.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0250 702A041 19.000 MILE| 3795.00000 72105.00| 3795.00000 72105.00| 3795.00000 72105.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0260 702A043 19.000 MILE| 3795.00000 72105.00| 3795.00000 72105.00| 3795.00000 72105.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0270 702B011 9700.000 LF | 1.20000 11640.00| 1.20000 11640.00| 1.50000 14550.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0280 703A002 250.000 SQFT| 1.80000 450.00| 1.80000 450.00| 1.80000 450.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020426008 COUNTIES : MONTGOMERY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 01023 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703D001 500.000 SQFT| 1.00000 500.00| 1.00000 500.00| 1.00000 500.00 Temporary Traffic Control Markings | | | 0300 705A030 140.000 EACH| 4.80000 672.00| 4.80000 672.00| 4.80000 672.00 Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 1200.000 EACH| 4.60000 5520.00| 4.60000 5520.00| 4.60000 5520.00 Pavement Markers, Class A-H, Type 1-A | | | 0320 740B000 1189.000 SQFT| 7.40000 8798.60| 8.00000 9512.00| 9.75000 11592.75 Construction Signs | | | 0330 740D000 75.000 EACH| 0.00000 0.00| 55.00000 4125.00| 65.00000 4875.00 Channelizing Drums | | | 0340 740E000 250.000 EACH| 0.00000 0.00| 10.00000 2500.00| 11.00000 2750.00 Cones (36 Inches High) | | | 0350 740M001 250.000 EACH| 0.00000 0.00| 4.00000 1000.00| 2.00000 500.00 Ballast For Cone | | | 0360 741C010 2.000 EACH| 0.00000 0.00| 1350.00000 2700.00| 1950.00000 3900.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,121,496.16| $ 2,328,643.00| $ 2,400,133.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,121,496.16| $ 2,328,643.00| $ 2,400,133.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20020426009 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MGF-0103(507) for constructing the Planing, Resurfacing, Traffic Stripe, and Loop Detectors on S.R.#5 (U.S.#78) from the city limits of Jasper to S.R.#69 at the overpass. Length - 4.061 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,104,761.89 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020426009 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0002 206D001 1513.000 LF | 1.35000 2042.55| | Removing Guardrail | | | 0004 206E008 5.000 EACH| 107.52000 537.60| | Removing Guardrail End Anchor (All Type | | | 0006 210D001 758.000 CUYD| 22.22000 16842.76| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0010 405A000 3744.000 GAL | 1.05000 3931.20| | Tack Coat | | | 0020 408A052 124782.000 SQYD| 0.83000 103569.06| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 423A002 10295.000 TON | 43.63000 449170.85| | Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0040 424B286 4000.000 TON | 49.74000 198960.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0050 600A000 LUMP| 12467.62000 12467.62| | Mobilization | | | 0051 630A033 1550.000 LF | 15.36000 23808.00| | Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0052 630C001 3.000 EACH| 860.13000 2580.39| | Guardrail End Anchor, Type 8 | | | 0053 630C070 3.000 EACH| 1535.95000 4607.85| | Guardrail End Anchor, Type 10 Series | | | 0054 650A000 127.000 CUYD| 32.68000 4150.36| | Topsoil | | | 0056 652A053 1.000 ACRE| 1307.19000 1307.19| | Seeding (Mix 1E) | | | 0057 656A001 1.000 ACRE| 1960.79000 1960.79| | Mulching, Class A, Type 2 | | | 0060 665F000 50.000 EACH| 5.23000 261.50| | Hay Bales | | | 0070 665J000 1850.000 LF | 6.54000 12099.00| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20020426009 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 701C000 9.000 MILE| 395.29000 3557.61| | Broken Temporary Traffic Stripe | | | 0090 701C001 9.000 MILE| 420.00000 3780.00| | Solid Temporary Traffic Stripe | | | 0100 702A040 9.000 MILE| 2316.18000 20845.62| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0110 702A041 12.000 MILE| 4811.47000 57737.64| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0120 702A043 9.000 MILE| 4811.47000 43303.23| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0130 702B011 20186.000 LF | 1.73000 34921.78| | Dotted Profiled Traffic Stripe (6" Wide | | | 0140 703A002 7096.000 SQFT| 1.97000 13979.12| | Traffic Control Markings, Class 2, Type | | | A | | | 0150 703D001 2376.000 SQFT| 0.99000 2352.24| | Temporary Traffic Control Markings | | | 0160 705A030 80.000 EACH| 6.05000 484.00| | Pavement Markers, Class A-H, Type 2-C | | | 0170 705A031 591.000 EACH| 5.80000 3427.80| | Pavement Markers, Class A-H, Type 1-A | | | 0180 730H001 21716.000 LF | 2.90000 62976.40| | Loop Wire | | | 0190 730I001 1500.000 LF | 1.24000 1860.00| | Loop Detector Lead-In-Cable | | | 0200 740B000 769.000 SQFT| 9.15000 7036.35| | Construction Signs | | | 0210 740D000 70.000 EACH| 65.36000 4575.20| | Channelizing Drums | | | 0220 740E000 220.000 EACH| 15.69000 3451.80| | Cones (36 Inches High) | | | 0230 740M001 220.000 EACH| 0.98000 215.60| | Ballast For Cone | | | 0240 741C010 1.000 EACH| 1960.78000 1960.78| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,104,761.89| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,104,761.89| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 750 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : APD-471(46) for constructing the Grade, Drainage, Bridges and Bridge Culvert on "Corridor X" from C.R.#61 to Faith Church southwest of Dora. Length 3.302 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 13,159,775.28 100.0000% 2 30002 ELLARD CONTRACTING CO., INC. & ELLARD CONSTRUCTION, INC. $ 13,497,280.99 102.5647% 3 07014 ELMO GREER & SONS, LLC $ 13,801,614.03 104.8773% 4 18024 RACON, INC. $ 14,323,409.05 108.8424% 5 14003 W. S. NEWELL, INC. $ 14,844,587.29 112.8027% 6 22010 VECELLIO & GROGAN, INC. $ 14,990,000.82 113.9077% 7 08016 HILL BROTHERS CONSTRUCTION & ENGINEERING COMPANY, INC. $ 16,867,264.93 128.1729% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 30002 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 375247.37000 375247.37| 605419.38000 605419.38| 1067000.00000 1067000.00 Clearing & Grubbing (Approximately 310 | | | Acres) | | | 0020 204A000 4.000 EACH| 1000.00000 4000.00| 2157.00000 8628.00| 1000.00000 4000.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 500.00000 500.00| 1100.00000 1100.00| 1.00000 1.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 500.00000 500.00| 1100.00000 1100.00| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 500.00000 500.00| 1100.00000 1100.00| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 500.00000 500.00| 400.00000 400.00| 1.00000 1.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 500.00000 500.00| 1100.00000 1100.00| 1.00000 1.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 1.00000 1.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 1.00000 1.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 500.00000 500.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 500.00000 500.00| 1100.00000 1100.00| 1.00000 1.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 50.00000 50.00| 400.00000 400.00| 1.00000 1.00 Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 500.00000 500.00| 1100.00000 1100.00| 1.00000 1.00 Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 500.00000 500.00| 1100.00000 1100.00| 1.00000 1.00 Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 500.00000 500.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 500.00000 500.00| 1100.00000 1100.00| 1.00000 1.00 Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 50.00000 50.00| 1100.00000 1100.00| 1.00000 1.00 Removal Of Structures, Structure No. 15 | | | 0180 205A016 1.000 EACH| 50.00000 50.00| 400.00000 400.00| 1.00000 1.00 Removal Of Structures, Structure No. 16 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 30002 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 500.00000 500.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 17 | | | 0200 205A018 1.000 EACH| 1.00000 1.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 18 | | | 0210 205A019 1.000 EACH| 500.00000 500.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 19 | | | 0220 205A020 1.000 EACH| 500.00000 500.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 20 | | | 0230 205A021 1.000 EACH| 500.00000 500.00| 200.00000 200.00| 1.00000 1.00 Removal of Structures, Structure No. 21 | | | 0240 205A022 1.000 EACH| 500.00000 500.00| 1100.00000 1100.00| 1.00000 1.00 Removal Of Structures, Structure No. 22 | | | 0241 205A023 1.000 EACH| 50.00000 50.00| 400.00000 400.00| 1.00000 1.00 Removal Of Structures, Structure No. 23 | | | 0242 205A024 1.000 EACH| 100.00000 100.00| 400.00000 400.00| 1.00000 1.00 Removal Of Structures, Structure No. 24 | | | 0243 205A025 1.000 EACH| 50.00000 50.00| 400.00000 400.00| 1.00000 1.00 Removal Of Structures, Structure No. 25 | | | 0244 205A026 1.000 EACH| 50.00000 50.00| 400.00000 400.00| 1.00000 1.00 Removal Of Structures, Structure No. 26 | | | 0245 205A027 1.000 EACH| 50.00000 50.00| 400.00000 400.00| 1.00000 1.00 Removal Of structures, Structure No. 27 | | | 0246 205A028 1.000 EACH| 50.00000 50.00| 400.00000 400.00| 1.00000 1.00 Removal Of Structures, Structure No. 28 | | | 0247 205A029 1.000 EACH| 50.00000 50.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 29 | | | 0248 205A030 1.000 EACH| 500.00000 500.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 30 | | | 0249 205A031 1.000 EACH| 500.00000 500.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 31 | | | 0251 205A032 1.000 EACH| 50.00000 50.00| 0.00000 0.00| 1.00000 1.00 Removal of Structures, Structure No. 32 | | | 0252 205A033 1.000 EACH| 500.00000 500.00| 1100.00000 1100.00| 1.00000 1.00 Removal of Structures, Structure No. 33 | | | 0253 205A034 1.000 EACH| 50.00000 50.00| 400.00000 400.00| 1.00000 1.00 Removal of Structures, Structure No. 34 | | | 0254 205A035 1.000 EACH| 500.00000 500.00| 1100.00000 1100.00| 1.00000 1.00 Removal of Structures, Structure No. 35 | | | 0260 210A000 4443878.000 CUYD| 1.52000 6754694.56| 1.65000 7332398.70| 1.41000 6265867.98 Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 30002 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 210D000 499066.000 CUYD| 0.01000 4990.66| 0.00000 0.00| 0.01000 4990.66 Borrow Excavation | | | 0280 214A000 12886.000 CUYD| 6.00000 77316.00| 3.50000 45101.00| 6.10000 78604.60 Structure Excavation | | | 0290 214B001 4761.000 CUYD| 19.93000 94886.73| 20.00000 95220.00| 24.00000 114264.00 Foundation Backfill, Commercial | | | 0300 230A000 509.000 RBST| 337.05000 171558.45| 320.00000 162880.00| 435.00000 221415.00 Roadbed Processing | | | 0310 301A012 33947.000 SQYD| 5.00000 169735.00| 4.85000 164642.95| 6.00000 203682.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0320 306E000 1.000 EACH| 7500.00000 7500.00| 8000.00000 8000.00| 5500.00000 5500.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0330 401A000 33385.000 SQYD| 0.31000 10349.35| 0.50000 16692.50| 0.50000 16692.50 Bituminous Treatment A | | | 0340 401B107 43269.000 SQYD| 1.61000 69663.09| 1.61000 69663.09| 2.05000 88701.45 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0350 401B108 300.000 SQYD| 0.94000 282.00| 0.93150 279.45| 6.50000 1950.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0360 430B026 60.000 TON | 35.00000 2100.00| 30.00000 1800.00| 50.00000 3000.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0370 450B000 178.000 SQYD| 65.00000 11570.00| 65.00000 11570.00| 50.00000 8900.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0380 502A000 675788.000 LB | 0.38000 256799.44| 0.39000 263557.32| 0.38000 256799.44 Steel Reinforcement | | | 0390 502B000 LUMP| 47250.00000 47250.00| 36000.00000 36000.00| 56000.00000 56000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 19+56.95, APPROX. | | | 105000 LBS. | | | 0400 502B001 LUMP| 30960.00000 30960.00| 24000.00000 24000.00| 37500.00000 37500.00 Steel Reinforcement For Bridge | | | Superstructure STA. 23+64.06, APPROX. | | | 68800 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 30002 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 506A005 303.000 LF | 61.11000 18516.33| 159.00000 48177.00| 165.00000 49995.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0420 506A006 92.000 LF | 150.00000 13800.00| 400.00000 36800.00| 330.00000 30360.00 Drilled Shaft Excavation, 5'-6" Diamete | | | 0430 506B002 108.000 LF | 400.00000 43200.00| 530.00000 57240.00| 550.00000 59400.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0440 506B006 83.000 LF | 977.78000 81155.74| 703.00000 58349.00| 725.00000 60175.00 Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0450 506C041 411.000 LF | 75.56000 31055.16| 37.00000 15207.00| 150.00000 61650.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0460 506C045 151.000 LF | 186.67000 28187.17| 106.00000 16006.00| 200.00000 30200.00 Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0470 506G001 1.000 EACH| 2666.67000 2666.67| 2650.00000 2650.00| 2700.00000 2700.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0480 506G005 1.000 EACH| 2666.67000 2666.67| 2650.00000 2650.00| 2700.00000 2700.00 Crosshole Sonic Logging, 5'-6" Diameter | | | 0490 508A000 9790.000 LB | 2.00000 19580.00| 1.50000 14685.00| 2.00000 19580.00 Structural Steel | | | 0500 510A000 590.000 CUYD| 300.00000 177000.00| 215.00000 126850.00| 265.00000 156350.00 Bridge Substructure Concrete, Class A | | | 0510 510C051 LUMP| 199804.00000 199804.00| 132000.00000 132000.00| 212000.00000 212000.00 Bridge Concrete Superstructure, STA. | | | 19+56.95, APPROX. 478 CU. YDS. | | | 0520 510C052 LUMP| 139776.00000 139776.00| 106000.00000 106000.00| 161000.00000 161000.00 Bridge Concrete Superstructure, STA. | | | 23+64.06, APPROX. 364 CU.YDS. | | | 0530 510E000 2230.000 SQYD| 1.85000 4125.50| 2.00000 4460.00| 1.75000 3902.50 Grooving Concrete Bridge Decks | | | 0540 511A001 40.000 EACH| 250.00000 10000.00| 195.00000 7800.00| 165.00000 6600.00 Elastomeric Bearings, Type 2 | | | 0550 511A004 24.000 EACH| 550.00000 13200.00| 595.00000 14280.00| 625.00000 15000.00 Elastomeric Bearings, Type 4 | | | 0560 513B005 736.000 LF | 95.00000 69920.00| 105.00000 77280.00| 105.00000 77280.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 30002 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 513B017 2858.000 LF | 107.00000 305806.00| 145.00000 414410.00| 127.00000 362966.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0580 524A011 2471.000 CUYD| 160.00000 395360.00| 160.00000 395360.00| 168.00000 415128.00 Culvert Concrete (Cast In Place) | | | 0590 530A000 200.000 LF | 16.50000 3300.00| 14.70000 2940.00| 15.00000 3000.00 15" Roadway Pipe (Class 3 R.C.) | | | 0600 530A002 4979.000 LF | 22.03000 109687.37| 24.10000 119993.90| 22.00000 109538.00 24" Roadway Pipe (Class 3 R.C.) | | | 0610 530A003 44.000 LF | 28.90000 1271.60| 31.95000 1405.80| 29.00000 1276.00 30" Roadway Pipe (Class 3 R.C.) | | | 0620 530A013 392.000 LF | 23.00000 9016.00| 25.40000 9956.80| 24.00000 9408.00 24" Roadway Pipe (Class 4 R.C.) | | | 0630 530A015 376.000 LF | 40.10000 15077.60| 46.90000 17634.40| 44.00000 16544.00 36" Roadway Pipe (Class 4 R.C.) | | | 0640 530A017 536.000 LF | 61.00000 32696.00| 66.50000 35644.00| 63.00000 33768.00 48" Roadway Pipe (Class 4 R.C.) | | | 0650 530A025 524.000 LF | 31.25000 16375.00| 36.30000 19021.20| 33.00000 17292.00 30" Roadway Pipe (Class 5 R.C.) | | | 0660 530A027 444.000 LF | 53.00000 23532.00| 57.25000 25419.00| 54.00000 23976.00 42" Roadway Pipe (Class 5 R.C.) | | | 0670 530A202 1346.000 LF | 23.00000 30958.00| 24.75000 33313.50| 23.00000 30958.00 24" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0680 530A203 184.000 LF | 28.00000 5152.00| 30.60000 5630.40| 28.00000 5152.00 30" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0690 530A363 260.000 LF | 33.00000 8580.00| 25.45000 6617.00| 25.00000 6500.00 24" Roadway Pipe, Class C-1 Bedding | | | (Class 4 R.C.) | | | 0700 530A374 316.000 LF | 33.50000 10586.00| 26.75000 8453.00| 26.00000 8216.00 24" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0710 530A375 392.000 LF | 43.25000 16954.00| 32.70000 12818.40| 34.00000 13328.00 30" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0720 530A377 1216.000 LF | 73.00000 88768.00| 57.25000 69616.00| 56.00000 68096.00 42" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0730 530A378 488.000 LF | 83.00000 40504.00| 68.15000 33257.20| 67.00000 32696.00 48" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 30002 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 530A379 788.000 LF | 95.00000 74860.00| 83.10000 65482.80| 82.00000 64616.00 54" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0750 530A380 956.000 LF | 113.00000 108028.00| 96.30000 92062.80| 96.00000 91776.00 60" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0760 530A495 140.000 LF | 22.00000 3080.00| 22.10000 3094.00| 20.00000 2800.00 24" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0770 530A662 128.000 LF | 22.03000 2819.84| 24.05000 3078.40| 22.00000 2816.00 24" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0780 530A800 50.000 LF | 37.03000 1851.50| 15.00000 750.00| 18.00000 900.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0790 535A002 376.000 LF | 22.03000 8283.28| 20.20000 7595.20| 17.00000 6392.00 24" Side Drain Pipe | | | 0800 600A000 LUMP| 482481.25000 482481.25| 0.00000 0.00| 374000.00000 374000.00 Mobilization | | | 0810 601A000 1.000 EACH| 5000.00000 5000.00| 22700.00000 22700.00| 4500.00000 4500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0820 602A000 167.000 EACH| 100.00000 16700.00| 90.00000 15030.00| 75.00000 12525.00 Right Of Way Markers | | | 0830 603A002 1.000 EACH| 15000.00000 15000.00| 34400.00000 34400.00| 25000.00000 25000.00 Furnishing Type 3 Field Office | | | 0840 606A000 1000.000 LF | 10.00000 10000.00| 9.50000 9500.00| 8.00000 8000.00 6" Underdrain Pipe | | | 0850 610C001 13092.000 TON | 12.00000 157104.00| 11.00000 144012.00| 16.00000 209472.00 Loose Riprap, Class 2 | | | 0860 610D000 12755.000 SQYD| 1.50000 19132.50| 1.70000 21683.50| 1.65000 21045.75 Filter Blanket | | | 0870 614A000 4399.000 CUYD| 115.00000 505885.00| 160.00000 703840.00| 185.00000 813815.00 Slope Paving | | | 0880 614A001 41.000 CUYD| 250.00000 10250.00| 195.00000 7995.00| 210.00000 8610.00 Slope Paving (Under Bridges) | | | 0890 619A001 2.000 EACH| 400.00000 800.00| 650.00000 1300.00| 275.00000 550.00 15" Roadway Pipe End Treatment, Class 1 | | | 0900 619A003 40.000 EACH| 450.00000 18000.00| 750.00000 30000.00| 330.00000 13200.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 30002 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 619A004 3.000 EACH| 550.00000 1650.00| 850.00000 2550.00| 440.00000 1320.00 30" Roadway Pipe End Treatment, Class 1 | | | 0920 619A005 2.000 EACH| 600.00000 1200.00| 950.00000 1900.00| 470.00000 940.00 36" Roadway Pipe End Treatment, Class 1 | | | 0930 619A006 4.000 EACH| 700.00000 2800.00| 1050.00000 4200.00| 500.00000 2000.00 42" Roadway Pipe End Treatment, Class 1 | | | 0940 619A007 4.000 EACH| 800.00000 3200.00| 1250.00000 5000.00| 770.00000 3080.00 48" Roadway Pipe End Treatment, Class 1 | | | 0950 619A008 2.000 EACH| 1000.00000 2000.00| 1450.00000 2900.00| 1000.00000 2000.00 54" Roadway Pipe End Treatment, Class 1 | | | 0960 619A009 2.000 EACH| 1200.00000 2400.00| 1600.00000 3200.00| 1110.00000 2220.00 60" Roadway Pipe End Treatment, Class 1 | | | 0970 619A102 20.000 EACH| 500.00000 10000.00| 750.00000 15000.00| 330.00000 6600.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0980 620A000 2.000 CUYD| 2000.00000 4000.00| 400.00000 800.00| 500.00000 1000.00 Minor Structure Concrete | | | 0990 621A004 6.000 EACH| 4500.00000 27000.00| 5800.00000 34800.00| 1980.00000 11880.00 Junction Boxes, Type 4 | | | 1000 621A005 2.000 EACH| 1750.00000 3500.00| 2450.00000 4900.00| 1345.00000 2690.00 Junction Boxes, Type 1 | | | 1010 621A010 10.000 EACH| 1200.00000 12000.00| 3200.00000 32000.00| 655.00000 6550.00 Junction Boxes, Type 3 | | | 1020 621A058 10.000 EACH| 1500.00000 15000.00| 4400.00000 44000.00| 775.00000 7750.00 Junction Boxes, Type 3 (Modified) | | | 1030 621B004 7.000 EACH| 1200.00000 8400.00| 900.00000 6300.00| 665.00000 4655.00 Junction Box Units, Type 4 | | | 1040 621C020 1.000 EACH| 1200.00000 1200.00| 1500.00000 1500.00| 1250.00000 1250.00 Inlets, Type Y | | | 1050 621C152 33.000 EACH| 350.00000 11550.00| 800.00000 26400.00| 215.00000 7095.00 Inlets, Type Y (Partial Base Only) | | | 1060 621D019 33.000 EACH| 800.00000 26400.00| 450.00000 14850.00| 375.00000 12375.00 Inlet Units, Type Y | | | 1070 621I000 11.000 EACH| 2000.00000 22000.00| 4500.00000 49500.00| 3500.00000 38500.00 Stilling Basins, Type 00 | | | 1080 621I001 2.000 EACH| 4000.00000 8000.00| 6500.00000 13000.00| 4500.00000 9000.00 Stilling Basins, Type 1 | | | 1090 621I002 2.000 EACH| 6000.00000 12000.00| 7500.00000 15000.00| 4750.00000 9500.00 Stilling Basins, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 30002 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 621I003 2.000 EACH| 9500.00000 19000.00| 9650.00000 19300.00| 6500.00000 13000.00 Stilling Basins, Type 3 | | | 1110 621I004 1.000 EACH| 12000.00000 12000.00| 11100.00000 11100.00| 10000.00000 10000.00 Stilling Basins, Type 4 | | | 1120 630A001 2213.000 LF | 10.15000 22461.95| 10.15000 22461.95| 10.15000 22461.95 Steel Beam Guardrail, Class A, Type 2 | | | 1130 630C003 8.000 EACH| 950.00000 7600.00| 950.00000 7600.00| 950.00000 7600.00 Guardrail End Anchor, Type 13 | | | 1140 630C050 5.000 EACH| 1400.00000 7000.00| 1400.00000 7000.00| 1400.00000 7000.00 Guardrail End Anchor, Type 20 Series | | | 1150 630C070 11.000 EACH| 1250.00000 13750.00| 1250.00000 13750.00| 1250.00000 13750.00 Guardrail End Anchor, Type 10 Series | | | 1160 635A000 33840.000 LF | 3.34000 113025.60| 3.34000 113025.60| 3.34000 113025.60 Woven Wire Fence | | | 1170 635B001 14.000 EACH| 636.00000 8904.00| 636.00000 8904.00| 636.00000 8904.00 Gate, 14 Feet Wide | | | 1180 641A001 700.000 LF | 13.50000 9450.00| 12.00000 8400.00| 13.50000 9450.00 3/4 Inch Copper Water Pipe Laid (Type K | | | 1190 641A034 440.000 LF | 29.00000 12760.00| 9.00000 3960.00| 29.00000 12760.00 6 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1200 641A043 800.000 LF | 4.50000 3600.00| 5.50000 4400.00| 4.50000 3600.00 1 Inch P.V.C. Water Main Laid | | | 1210 641A047 2200.000 LF | 8.00000 17600.00| 9.00000 19800.00| 8.00000 17600.00 4 Inch P.V.C. Water Main Laid | | | 1220 641A049 900.000 LF | 11.00000 9900.00| 16.50000 14850.00| 11.00000 9900.00 6 Inch P.V.C. Water Main Laid | | | 1230 641A062 800.000 LF | 8.00000 6400.00| 13.00000 10400.00| 8.00000 6400.00 3 Inch P.V.C. Water Main Laid | | | 1240 641A069 680.000 LF | 42.00000 28560.00| 36.00000 24480.00| 42.00000 28560.00 8 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1250 641A073 30.000 LF | 27.00000 810.00| 16.00000 480.00| 27.00000 810.00 3 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1260 641A080 400.000 LF | 35.00000 14000.00| 25.00000 10000.00| 35.00000 14000.00 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 1270 641A085 5500.000 LF | 8.00000 44000.00| 7.00000 38500.00| 8.00000 44000.00 3 Inch P.V.C. Water Pipe Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 30002 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 641A100 6495.000 LF | 11.00000 71445.00| 10.00000 64950.00| 11.00000 71445.00 6 Inch P.V.C. Water Main Laid | | | 1290 641A110 220.000 LF | 29.00000 6380.00| 27.00000 5940.00| 29.00000 6380.00 4 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1300 643A000 7.000 EACH| 910.00000 6370.00| 450.00000 3150.00| 910.00000 6370.00 Water Meters Reset | | | 1310 643A001 1.000 EACH| 1150.00000 1150.00| 625.00000 625.00| 1150.00000 1150.00 Water Meters Reset (Special) | | | 1320 649A002 690.000 LF | 16.25000 11212.50| 40.00000 27600.00| 16.25000 11212.50 3 Inch Encasement Pipe, Type 1 | | | Installation | | | 1330 649A004 110.000 LF | 23.00000 2530.00| 40.00000 4400.00| 23.00000 2530.00 6 Inch Encasement Pipe, Type 1 | | | Installation | | | 1340 649A005 20.000 LF | 30.00000 600.00| 55.00000 1100.00| 30.00000 600.00 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 1350 649A006 90.000 LF | 49.00000 4410.00| 40.00000 3600.00| 49.00000 4410.00 10 Inch Encasement Pipe, Type 1 | | | Installation | | | 1360 649A007 125.000 LF | 63.00000 7875.00| 44.00000 5500.00| 63.00000 7875.00 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 1370 649A015 75.000 LF | 63.00000 4725.00| 42.00000 3150.00| 63.00000 4725.00 12 Inch Encasement Pipe, Type 1A | | | Installation | | | 1380 649A024 245.000 LF | 76.00000 18620.00| 35.00000 8575.00| 76.00000 18620.00 14 Inch Encasement Pipe, Type 1 | | | Installation | | | 1390 649A028 325.000 LF | 92.00000 29900.00| 50.00000 16250.00| 92.00000 29900.00 16 Inch Encasement Pipe, Type 1 | | | Installation | | | 1400 649A037 175.000 LF | 76.00000 13300.00| 33.00000 5775.00| 76.00000 13300.00 14 Inch Encasement Pipe, Type 1A | | | Installation | | | 1410 649A042 335.000 LF | 92.00000 30820.00| 45.00000 15075.00| 92.00000 30820.00 16 Inch Encasement Pipe, Type 1A | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 30002 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1420 649A057 330.000 LF | 55.00000 18150.00| 45.00000 14850.00| 55.00000 18150.00 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 1430 650B000 104000.000 CUYD| 1.10000 114400.00| 1.00000 104000.00| 1.83000 190320.00 Topsoil From Stockpiles | | | 1440 652A053 104.000 ACRE| 575.00000 59800.00| 475.00000 49400.00| 475.00000 49400.00 Seeding (Mix 1E) | | | 1450 652B050 52.000 ACRE| 400.00000 20800.00| 425.00000 22100.00| 425.00000 22100.00 Temporary Seeding (Mix 1AT) | | | 1460 652C000 155.000 ACRE| 40.00000 6200.00| 33.00000 5115.00| 33.00000 5115.00 Mowing | | | 1470 652D050 52.000 ACRE| 500.00000 26000.00| 400.00000 20800.00| 400.00000 20800.00 Seeding In Stubble (Mix 1A) | | | 1480 654A001 9746.000 SQYD| 3.25000 31674.50| 3.10000 30212.60| 3.10000 30212.60 Solid Sodding (Bermuda) | | | 1490 656A000 52.000 ACRE| 325.00000 16900.00| 375.00000 19500.00| 375.00000 19500.00 Mulching, Class A, Type 1 | | | 1500 656A001 104.000 ACRE| 400.00000 41600.00| 400.00000 41600.00| 400.00000 41600.00 Mulching, Class A, Type 2 | | | 1510 659A000 13607.000 SQYD| 1.70000 23131.90| 1.85000 25172.95| 1.85000 25172.95 Erosion Control Netting, Class A | | | 1520 665C000 480.000 LF | 12.00000 5760.00| 9.00000 4320.00| 15.00000 7200.00 15" Temporary Pipe | | | 1530 665F000 1228.000 EACH| 6.00000 7368.00| 6.00000 7368.00| 6.00000 7368.00 Hay Bales | | | 1540 665J000 42396.000 LF | 2.75000 116589.00| 3.00000 127188.00| 2.50000 105990.00 Silt Fence, Type A | | | 1550 665K000 3016.000 CUYD| 1.00000 3016.00| 5.00000 15080.00| 7.00000 21112.00 Drainage Sump Excavation | | | 1560 665L000 1600.000 LF | 9.00000 14400.00| 20.00000 32000.00| 15.00000 24000.00 Floating Basin Boom | | | 1570 666A001 155.000 ACRE| 30.00000 4650.00| 15.00000 2325.00| 0.01000 1.55 Pest Control Treatment | | | 1580 680A000 LUMP| 225000.00000 225000.00| 100000.00000 100000.00| 217000.00000 217000.00 Engineering Controls | | | 1590 701A004 6.000 MILE| 320.00000 1920.00| 300.00000 1800.00| 320.00000 1920.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1600 701A012 6.000 MILE| 320.00000 1920.00| 320.00000 1920.00| 320.00000 1920.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 30002 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |ELLARD CONTR. & ELLARD CONS |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1610 701C001 6.000 MILE| 500.00000 3000.00| 320.00000 1920.00| 500.00000 3000.00 Solid Temporary Traffic Stripe | | | 1620 701G124 1340.000 LF | 3.00000 4020.00| 3.50000 4690.00| 3.00000 4020.00 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 1630 701G132 1340.000 LF | 3.00000 4020.00| 3.50000 4690.00| 3.00000 4020.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 1640 703A000 150.000 SQFT| 1.30000 195.00| 1.00000 150.00| 1.30000 195.00 Traffic Control Markings, Class 1, Type | | | A | | | 1650 705A037 404.000 EACH| 6.00000 2424.00| 4.25000 1717.00| 6.00000 2424.00 Pavement Markers, Class A-H, Type 2-D | | | 1660 710A126 52.000 SQFT| 16.00000 832.00| 14.75000 767.00| 14.00000 728.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1670 710B001 98.000 LF | 6.00000 588.00| 4.75000 465.50| 4.50000 441.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1680 713A000 100.000 LF | 110.00000 11000.00| 110.00000 11000.00| 100.00000 10000.00 Permanent Barricades | | | 1690 726A000 1350.000 LF | 29.00000 39150.00| 27.50000 37125.00| 30.00000 40500.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1700 740B000 975.000 SQFT| 14.00000 13650.00| 10.53000 10266.75| 8.00000 7800.00 Construction Signs | | | 1710 740D000 175.000 EACH| 116.00000 20300.00| 63.16000 11053.00| 58.00000 10150.00 Channelizing Drums | | | 1720 740E000 100.000 EACH| 25.00000 2500.00| 15.79000 1579.00| 9.50000 950.00 Cones (36 Inches High) | | | 1730 740F002 90.000 EACH| 450.00000 40500.00| 210.52000 18946.80| 158.00000 14220.00 Barricades, Type III | | | 1740 740I005 45.000 EACH| 650.00000 29250.00| 473.67000 21315.15| 77.00000 3465.00 Warning Lights, Type B (Detachable Head | | | 1750 740M001 100.000 EACH| 15.00000 1500.00| 8.42000 842.00| 6.00000 600.00 Ballast For Cone | | | 1760 999 000 7500.000 HOUR| 0.80000 6000.00| 0.80000 6000.00| 0.80000 6000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 13,159,775.28| $ 13,497,280.99| $ 13,801,614.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,159,775.28| $ 13,497,280.99| $ 13,801,614.03 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -13 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 14003 |( 6 ) 22010 |RACON, INC. |W. S. NEWELL, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 500000.00000 500000.00| 1120070.00000 1120070.00| 360000.00000 360000.00 Clearing & Grubbing (Approximately 310 | | | Acres) | | | 0020 204A000 4.000 EACH| 100.00000 400.00| 1.00000 4.00| 500.00000 2000.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 0.00000 0.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 0.00000 0.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 0.00000 0.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 15 | | | 0180 205A016 1.000 EACH| 0.00000 0.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 16 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -14 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 14003 |( 6 ) 22010 |RACON, INC. |W. S. NEWELL, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 0.00000 0.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 17 | | | 0200 205A018 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 18 | | | 0210 205A019 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 19 | | | 0220 205A020 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 20 | | | 0230 205A021 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal of Structures, Structure No. 21 | | | 0240 205A022 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 22 | | | 0241 205A023 1.000 EACH| 0.00000 0.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 23 | | | 0242 205A024 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 24 | | | 0243 205A025 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 25 | | | 0244 205A026 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 26 | | | 0245 205A027 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1.00000 1.00 Removal Of structures, Structure No. 27 | | | 0246 205A028 1.000 EACH| 0.00000 0.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 28 | | | 0247 205A029 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 29 | | | 0248 205A030 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 30 | | | 0249 205A031 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 31 | | | 0251 205A032 1.000 EACH| 0.00000 0.00| 0.01000 0.01| 1.00000 1.00 Removal of Structures, Structure No. 32 | | | 0252 205A033 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal of Structures, Structure No. 33 | | | 0253 205A034 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal of Structures, Structure No. 34 | | | 0254 205A035 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 1.00000 1.00 Removal of Structures, Structure No. 35 | | | 0260 210A000 4443878.000 CUYD| 1.77000 7865664.06| 1.47000 6532500.66| 1.55000 6888010.90 Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -15 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 14003 |( 6 ) 22010 |RACON, INC. |W. S. NEWELL, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 210D000 499066.000 CUYD| 0.00000 0.00| 0.00000 0.00| 0.01000 4990.66 Borrow Excavation | | | 0280 214A000 12886.000 CUYD| 5.00000 64430.00| 5.00000 64430.00| 4.00000 51544.00 Structure Excavation | | | 0290 214B001 4761.000 CUYD| 21.00000 99981.00| 20.00000 95220.00| 27.00000 128547.00 Foundation Backfill, Commercial | | | 0300 230A000 509.000 RBST| 300.75000 153081.75| 200.00000 101800.00| 432.00000 219888.00 Roadbed Processing | | | 0310 301A012 33947.000 SQYD| 5.00000 169735.00| 4.38000 148687.86| 6.00000 203682.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0320 306E000 1.000 EACH| 5863.00000 5863.00| 6300.00000 6300.00| 7500.00000 7500.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0330 401A000 33385.000 SQYD| 0.40000 13354.00| 1.00000 33385.00| 0.45000 15023.25 Bituminous Treatment A | | | 0340 401B107 43269.000 SQYD| 1.61000 69663.09| 1.61000 69663.09| 2.00000 86538.00 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0350 401B108 300.000 SQYD| 0.94000 282.00| 0.94000 282.00| 6.00000 1800.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0360 430B026 60.000 TON | 15.99000 959.40| 29.00000 1740.00| 23.00000 1380.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0370 450B000 178.000 SQYD| 65.00000 11570.00| 65.00000 11570.00| 95.00000 16910.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0380 502A000 675788.000 LB | 0.40000 270315.20| 0.40000 270315.20| 0.50000 337894.00 Steel Reinforcement | | | 0390 502B000 LUMP| 36000.00000 36000.00| 36000.00000 36000.00| 49866.00000 49866.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 19+56.95, APPROX. | | | 105000 LBS. | | | 0400 502B001 LUMP| 24000.00000 24000.00| 24000.00000 24000.00| 32136.00000 32136.00 Steel Reinforcement For Bridge | | | Superstructure STA. 23+64.06, APPROX. | | | 68800 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -16 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 14003 |( 6 ) 22010 |RACON, INC. |W. S. NEWELL, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 506A005 303.000 LF | 159.00000 48177.00| 159.00000 48177.00| 176.00000 53328.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0420 506A006 92.000 LF | 400.00000 36800.00| 400.00000 36800.00| 444.00000 40848.00 Drilled Shaft Excavation, 5'-6" Diamete | | | 0430 506B002 108.000 LF | 530.00000 57240.00| 530.00000 57240.00| 587.00000 63396.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0440 506B006 83.000 LF | 703.00000 58349.00| 703.00000 58349.00| 780.00000 64740.00 Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0450 506C041 411.000 LF | 37.00000 15207.00| 37.00000 15207.00| 76.00000 31236.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0460 506C045 151.000 LF | 106.00000 16006.00| 106.00000 16006.00| 187.00000 28237.00 Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0470 506G001 1.000 EACH| 2650.00000 2650.00| 2650.00000 2650.00| 2660.00000 2660.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0480 506G005 1.000 EACH| 2650.00000 2650.00| 2650.00000 2650.00| 2880.00000 2880.00 Crosshole Sonic Logging, 5'-6" Diameter | | | 0490 508A000 9790.000 LB | 1.50000 14685.00| 1.50000 14685.00| 1.70000 16643.00 Structural Steel | | | 0500 510A000 590.000 CUYD| 215.00000 126850.00| 215.00000 126850.00| 377.00000 222430.00 Bridge Substructure Concrete, Class A | | | 0510 510C051 LUMP| 132000.00000 132000.00| 132000.00000 132000.00| 146300.00000 146300.00 Bridge Concrete Superstructure, STA. | | | 19+56.95, APPROX. 478 CU. YDS. | | | 0520 510C052 LUMP| 106000.00000 106000.00| 106000.00000 106000.00| 117467.61000 117467.61 Bridge Concrete Superstructure, STA. | | | 23+64.06, APPROX. 364 CU.YDS. | | | 0530 510E000 2230.000 SQYD| 2.00000 4460.00| 2.00000 4460.00| 2.50000 5575.00 Grooving Concrete Bridge Decks | | | 0540 511A001 40.000 EACH| 195.00000 7800.00| 195.00000 7800.00| 140.00000 5600.00 Elastomeric Bearings, Type 2 | | | 0550 511A004 24.000 EACH| 595.00000 14280.00| 595.00000 14280.00| 538.00000 12912.00 Elastomeric Bearings, Type 4 | | | 0560 513B005 736.000 LF | 105.00000 77280.00| 105.00000 77280.00| 100.00000 73600.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -17 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 14003 |( 6 ) 22010 |RACON, INC. |W. S. NEWELL, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 513B017 2858.000 LF | 145.00000 414410.00| 145.00000 414410.00| 122.00000 348676.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0580 524A011 2471.000 CUYD| 157.00000 387947.00| 157.00000 387947.00| 190.00000 469490.00 Culvert Concrete (Cast In Place) | | | 0590 530A000 200.000 LF | 16.16000 3232.00| 16.50000 3300.00| 29.00000 5800.00 15" Roadway Pipe (Class 3 R.C.) | | | 0600 530A002 4979.000 LF | 21.41000 106600.39| 23.00000 114517.00| 32.00000 159328.00 24" Roadway Pipe (Class 3 R.C.) | | | 0610 530A003 44.000 LF | 27.47000 1208.68| 31.00000 1364.00| 45.00000 1980.00 30" Roadway Pipe (Class 3 R.C.) | | | 0620 530A013 392.000 LF | 22.95000 8996.40| 25.00000 9800.00| 39.00000 15288.00 24" Roadway Pipe (Class 4 R.C.) | | | 0630 530A015 376.000 LF | 40.94000 15393.44| 42.00000 15792.00| 61.00000 22936.00 36" Roadway Pipe (Class 4 R.C.) | | | 0640 530A017 536.000 LF | 56.73000 30407.28| 62.00000 33232.00| 80.00000 42880.00 48" Roadway Pipe (Class 4 R.C.) | | | 0650 530A025 524.000 LF | 32.04000 16788.96| 34.00000 17816.00| 46.00000 24104.00 30" Roadway Pipe (Class 5 R.C.) | | | 0660 530A027 444.000 LF | 48.89000 21707.16| 53.50000 23754.00| 72.00000 31968.00 42" Roadway Pipe (Class 5 R.C.) | | | 0670 530A202 1346.000 LF | 22.68000 30527.28| 23.50000 31631.00| 41.00000 55186.00 24" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0680 530A203 184.000 LF | 26.46000 4868.64| 28.00000 5152.00| 42.00000 7728.00 30" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0690 530A363 260.000 LF | 37.69000 9799.40| 26.50000 6890.00| 36.00000 9360.00 24" Roadway Pipe, Class C-1 Bedding | | | (Class 4 R.C.) | | | 0700 530A374 316.000 LF | 39.17000 12377.72| 28.00000 8848.00| 40.00000 12640.00 24" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0710 530A375 392.000 LF | 46.03000 18043.76| 36.00000 14112.00| 48.00000 18816.00 30" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0720 530A377 1216.000 LF | 66.35000 80681.60| 56.00000 68096.00| 73.00000 88768.00 42" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0730 530A378 488.000 LF | 78.25000 38186.00| 67.00000 32696.00| 86.00000 41968.00 48" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -18 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 14003 |( 6 ) 22010 |RACON, INC. |W. S. NEWELL, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 530A379 788.000 LF | 93.99000 74064.12| 79.50000 62646.00| 107.00000 84316.00 54" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0750 530A380 956.000 LF | 108.31000 103544.36| 93.00000 88908.00| 125.00000 119500.00 60" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0760 530A495 140.000 LF | 20.57000 2879.80| 21.00000 2940.00| 29.00000 4060.00 24" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0770 530A662 128.000 LF | 21.41000 2740.48| 23.00000 2944.00| 35.00000 4480.00 24" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0780 530A800 50.000 LF | 22.15000 1107.50| 30.00000 1500.00| 22.00000 1100.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0790 535A002 376.000 LF | 18.79000 7065.04| 18.00000 6768.00| 20.00000 7520.00 24" Side Drain Pipe | | | 0800 600A000 LUMP| 403315.00000 403315.00| 1606739.00000 1606739.00| 701443.00000 701443.00 Mobilization | | | 0810 601A000 1.000 EACH| 1000.00000 1000.00| 5000.00000 5000.00| 3630.00000 3630.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0820 602A000 167.000 EACH| 60.26000 10063.42| 65.00000 10855.00| 56.00000 9352.00 Right Of Way Markers | | | 0830 603A002 1.000 EACH| 2500.00000 2500.00| 12000.00000 12000.00| 35100.00000 35100.00 Furnishing Type 3 Field Office | | | 0840 606A000 1000.000 LF | 7.81000 7810.00| 17.50000 17500.00| 9.00000 9000.00 6" Underdrain Pipe | | | 0850 610C001 13092.000 TON | 15.50000 202926.00| 18.50000 242202.00| 25.00000 327300.00 Loose Riprap, Class 2 | | | 0860 610D000 12755.000 SQYD| 1.50000 19132.50| 1.75000 22321.25| 1.00000 12755.00 Filter Blanket | | | 0870 614A000 4399.000 CUYD| 175.00000 769825.00| 195.00000 857805.00| 195.00000 857805.00 Slope Paving | | | 0880 614A001 41.000 CUYD| 225.00000 9225.00| 250.00000 10250.00| 278.00000 11398.00 Slope Paving (Under Bridges) | | | 0890 619A001 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 500.00000 1000.00 15" Roadway Pipe End Treatment, Class 1 | | | 0900 619A003 40.000 EACH| 450.00000 18000.00| 450.00000 18000.00| 600.00000 24000.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -19 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 14003 |( 6 ) 22010 |RACON, INC. |W. S. NEWELL, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 619A004 3.000 EACH| 550.00000 1650.00| 550.00000 1650.00| 750.00000 2250.00 30" Roadway Pipe End Treatment, Class 1 | | | 0920 619A005 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 950.00000 1900.00 36" Roadway Pipe End Treatment, Class 1 | | | 0930 619A006 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| 1200.00000 4800.00 42" Roadway Pipe End Treatment, Class 1 | | | 0940 619A007 4.000 EACH| 800.00000 3200.00| 800.00000 3200.00| 1400.00000 5600.00 48" Roadway Pipe End Treatment, Class 1 | | | 0950 619A008 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1800.00000 3600.00 54" Roadway Pipe End Treatment, Class 1 | | | 0960 619A009 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 2000.00000 4000.00 60" Roadway Pipe End Treatment, Class 1 | | | 0970 619A102 20.000 EACH| 500.00000 10000.00| 500.00000 10000.00| 600.00000 12000.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0980 620A000 2.000 CUYD| 1000.00000 2000.00| 1000.00000 2000.00| 1200.00000 2400.00 Minor Structure Concrete | | | 0990 621A004 6.000 EACH| 4500.00000 27000.00| 4500.00000 27000.00| 2400.00000 14400.00 Junction Boxes, Type 4 | | | 1000 621A005 2.000 EACH| 1750.00000 3500.00| 1750.00000 3500.00| 1600.00000 3200.00 Junction Boxes, Type 1 | | | 1010 621A010 10.000 EACH| 1200.00000 12000.00| 1200.00000 12000.00| 1100.00000 11000.00 Junction Boxes, Type 3 | | | 1020 621A058 10.000 EACH| 1500.00000 15000.00| 1500.00000 15000.00| 1200.00000 12000.00 Junction Boxes, Type 3 (Modified) | | | 1030 621B004 7.000 EACH| 1200.00000 8400.00| 1200.00000 8400.00| 950.00000 6650.00 Junction Box Units, Type 4 | | | 1040 621C020 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1500.00000 1500.00 Inlets, Type Y | | | 1050 621C152 33.000 EACH| 800.00000 26400.00| 250.00000 8250.00| 400.00000 13200.00 Inlets, Type Y (Partial Base Only) | | | 1060 621D019 33.000 EACH| 250.00000 8250.00| 800.00000 26400.00| 750.00000 24750.00 Inlet Units, Type Y | | | 1070 621I000 11.000 EACH| 2000.00000 22000.00| 2000.00000 22000.00| 3500.00000 38500.00 Stilling Basins, Type 00 | | | 1080 621I001 2.000 EACH| 4000.00000 8000.00| 4000.00000 8000.00| 4500.00000 9000.00 Stilling Basins, Type 1 | | | 1090 621I002 2.000 EACH| 6000.00000 12000.00| 6000.00000 12000.00| 8000.00000 16000.00 Stilling Basins, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -20 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 14003 |( 6 ) 22010 |RACON, INC. |W. S. NEWELL, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 621I003 2.000 EACH| 9500.00000 19000.00| 9500.00000 19000.00| 13200.00000 26400.00 Stilling Basins, Type 3 | | | 1110 621I004 1.000 EACH| 12000.00000 12000.00| 12000.00000 12000.00| 16500.00000 16500.00 Stilling Basins, Type 4 | | | 1120 630A001 2213.000 LF | 10.15000 22461.95| 10.15000 22461.95| 11.00000 24343.00 Steel Beam Guardrail, Class A, Type 2 | | | 1130 630C003 8.000 EACH| 950.00000 7600.00| 950.00000 7600.00| 950.00000 7600.00 Guardrail End Anchor, Type 13 | | | 1140 630C050 5.000 EACH| 1400.00000 7000.00| 1400.00000 7000.00| 1400.00000 7000.00 Guardrail End Anchor, Type 20 Series | | | 1150 630C070 11.000 EACH| 1250.00000 13750.00| 1250.00000 13750.00| 1250.00000 13750.00 Guardrail End Anchor, Type 10 Series | | | 1160 635A000 33840.000 LF | 3.35000 113364.00| 3.34000 113025.60| 6.00000 203040.00 Woven Wire Fence | | | 1170 635B001 14.000 EACH| 636.00000 8904.00| 636.00000 8904.00| 350.00000 4900.00 Gate, 14 Feet Wide | | | 1180 641A001 700.000 LF | 11.00000 7700.00| 13.50000 9450.00| 9.00000 6300.00 3/4 Inch Copper Water Pipe Laid (Type K | | | 1190 641A034 440.000 LF | 26.00000 11440.00| 29.00000 12760.00| 25.00000 11000.00 6 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1200 641A043 800.000 LF | 6.00000 4800.00| 4.50000 3600.00| 7.00000 5600.00 1 Inch P.V.C. Water Main Laid | | | 1210 641A047 2200.000 LF | 9.00000 19800.00| 8.00000 17600.00| 15.00000 33000.00 4 Inch P.V.C. Water Main Laid | | | 1220 641A049 900.000 LF | 12.00000 10800.00| 11.00000 9900.00| 28.00000 25200.00 6 Inch P.V.C. Water Main Laid | | | 1230 641A062 800.000 LF | 9.00000 7200.00| 8.00000 6400.00| 65.00000 52000.00 3 Inch P.V.C. Water Main Laid | | | 1240 641A069 680.000 LF | 33.00000 22440.00| 42.00000 28560.00| 36.00000 24480.00 8 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1250 641A073 30.000 LF | 23.00000 690.00| 27.00000 810.00| 21.00000 630.00 3 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1260 641A080 400.000 LF | 25.00000 10000.00| 35.00000 14000.00| 25.00000 10000.00 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 1270 641A085 5500.000 LF | 9.00000 49500.00| 8.00000 44000.00| 12.00000 66000.00 3 Inch P.V.C. Water Pipe Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -21 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 14003 |( 6 ) 22010 |RACON, INC. |W. S. NEWELL, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 641A100 6495.000 LF | 12.00000 77940.00| 11.00000 71445.00| 20.00000 129900.00 6 Inch P.V.C. Water Main Laid | | | 1290 641A110 220.000 LF | 22.00000 4840.00| 29.00000 6380.00| 27.00000 5940.00 4 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1300 643A000 7.000 EACH| 400.00000 2800.00| 910.00000 6370.00| 250.00000 1750.00 Water Meters Reset | | | 1310 643A001 1.000 EACH| 400.00000 400.00| 1150.00000 1150.00| 1800.00000 1800.00 Water Meters Reset (Special) | | | 1320 649A002 690.000 LF | 15.00000 10350.00| 16.25000 11212.50| 65.00000 44850.00 3 Inch Encasement Pipe, Type 1 | | | Installation | | | 1330 649A004 110.000 LF | 27.00000 2970.00| 23.00000 2530.00| 65.00000 7150.00 6 Inch Encasement Pipe, Type 1 | | | Installation | | | 1340 649A005 20.000 LF | 35.00000 700.00| 30.00000 600.00| 92.00000 1840.00 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 1350 649A006 90.000 LF | 38.00000 3420.00| 49.00000 4410.00| 90.00000 8100.00 10 Inch Encasement Pipe, Type 1 | | | Installation | | | 1360 649A007 125.000 LF | 41.00000 5125.00| 63.00000 7875.00| 94.00000 11750.00 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 1370 649A015 75.000 LF | 35.00000 2625.00| 63.00000 4725.00| 89.00000 6675.00 12 Inch Encasement Pipe, Type 1A | | | Installation | | | 1380 649A024 245.000 LF | 46.00000 11270.00| 76.00000 18620.00| 130.00000 31850.00 14 Inch Encasement Pipe, Type 1 | | | Installation | | | 1390 649A028 325.000 LF | 56.00000 18200.00| 92.00000 29900.00| 130.00000 42250.00 16 Inch Encasement Pipe, Type 1 | | | Installation | | | 1400 649A037 175.000 LF | 40.00000 7000.00| 76.00000 13300.00| 121.00000 21175.00 14 Inch Encasement Pipe, Type 1A | | | Installation | | | 1410 649A042 335.000 LF | 45.00000 15075.00| 92.00000 30820.00| 126.00000 42210.00 16 Inch Encasement Pipe, Type 1A | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -22 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 14003 |( 6 ) 22010 |RACON, INC. |W. S. NEWELL, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1420 649A057 330.000 LF | 41.00000 13530.00| 55.00000 18150.00| 110.00000 36300.00 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 1430 650B000 104000.000 CUYD| 1.50000 156000.00| 1.50000 156000.00| 2.50000 260000.00 Topsoil From Stockpiles | | | 1440 652A053 104.000 ACRE| 475.00000 49400.00| 500.00000 52000.00| 500.00000 52000.00 Seeding (Mix 1E) | | | 1450 652B050 52.000 ACRE| 425.00000 22100.00| 350.00000 18200.00| 450.00000 23400.00 Temporary Seeding (Mix 1AT) | | | 1460 652C000 155.000 ACRE| 33.00000 5115.00| 60.00000 9300.00| 35.00000 5425.00 Mowing | | | 1470 652D050 52.000 ACRE| 400.00000 20800.00| 500.00000 26000.00| 425.00000 22100.00 Seeding In Stubble (Mix 1A) | | | 1480 654A001 9746.000 SQYD| 3.10000 30212.60| 3.00000 29238.00| 3.40000 33136.40 Solid Sodding (Bermuda) | | | 1490 656A000 52.000 ACRE| 375.00000 19500.00| 450.00000 23400.00| 400.00000 20800.00 Mulching, Class A, Type 1 | | | 1500 656A001 104.000 ACRE| 400.00000 41600.00| 475.00000 49400.00| 420.00000 43680.00 Mulching, Class A, Type 2 | | | 1510 659A000 13607.000 SQYD| 1.85000 25172.95| 1.50000 20410.50| 2.00000 27214.00 Erosion Control Netting, Class A | | | 1520 665C000 480.000 LF | 9.61000 4612.80| 18.00000 8640.00| 12.00000 5760.00 15" Temporary Pipe | | | 1530 665F000 1228.000 EACH| 5.00000 6140.00| 6.00000 7368.00| 8.00000 9824.00 Hay Bales | | | 1540 665J000 42396.000 LF | 1.00000 42396.00| 3.00000 127188.00| 2.00000 84792.00 Silt Fence, Type A | | | 1550 665K000 3016.000 CUYD| 6.27000 18910.32| 3.00000 9048.00| 8.00000 24128.00 Drainage Sump Excavation | | | 1560 665L000 1600.000 LF | 22.13000 35408.00| 10.00000 16000.00| 15.00000 24000.00 Floating Basin Boom | | | 1570 666A001 155.000 ACRE| 0.00000 0.00| 0.01000 1.55| 35.00000 5425.00 Pest Control Treatment | | | 1580 680A000 LUMP| 166370.00000 166370.00| 16900.00000 16900.00| 205000.00000 205000.00 Engineering Controls | | | 1590 701A004 6.000 MILE| 320.00000 1920.00| 320.00000 1920.00| 650.00000 3900.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1600 701A012 6.000 MILE| 320.00000 1920.00| 320.00000 1920.00| 650.00000 3900.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -23 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 14003 |( 6 ) 22010 |RACON, INC. |W. S. NEWELL, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1610 701C001 6.000 MILE| 500.00000 3000.00| 500.00000 3000.00| 650.00000 3900.00 Solid Temporary Traffic Stripe | | | 1620 701G124 1340.000 LF | 3.00000 4020.00| 3.00000 4020.00| 1.25000 1675.00 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 1630 701G132 1340.000 LF | 3.00000 4020.00| 3.00000 4020.00| 1.25000 1675.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 1640 703A000 150.000 SQFT| 1.30000 195.00| 1.30000 195.00| 0.60000 90.00 Traffic Control Markings, Class 1, Type | | | A | | | 1650 705A037 404.000 EACH| 6.00000 2424.00| 6.00000 2424.00| 5.00000 2020.00 Pavement Markers, Class A-H, Type 2-D | | | 1660 710A126 52.000 SQFT| 14.00000 728.00| 32.00000 1664.00| 32.00000 1664.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1670 710B001 98.000 LF | 4.50000 441.00| 9.00000 882.00| 9.00000 882.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1680 713A000 100.000 LF | 110.00000 11000.00| 110.00000 11000.00| 125.00000 12500.00 Permanent Barricades | | | 1690 726A000 1350.000 LF | 29.00000 39150.00| 35.00000 47250.00| 31.00000 41850.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1700 740B000 975.000 SQFT| 7.00000 6825.00| 8.00000 7800.00| 8.00000 7800.00 Construction Signs | | | 1710 740D000 175.000 EACH| 54.00000 9450.00| 30.00000 5250.00| 75.00000 13125.00 Channelizing Drums | | | 1720 740E000 100.000 EACH| 1.00000 100.00| 0.01000 1.00| 15.00000 1500.00 Cones (36 Inches High) | | | 1730 740F002 90.000 EACH| 150.00000 13500.00| 150.00000 13500.00| 167.00000 15030.00 Barricades, Type III | | | 1740 740I005 45.000 EACH| 850.00000 38250.00| 400.00000 18000.00| 900.00000 40500.00 Warning Lights, Type B (Detachable Head | | | 1750 740M001 100.000 EACH| 1.00000 100.00| 0.01000 1.00| 10.00000 1000.00 Ballast For Cone | | | 1760 999 000 7500.000 HOUR| 0.80000 6000.00| 0.80000 6000.00| 0.80000 6000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 14,323,409.05| $ 14,844,587.29| $ 14,990,000.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,323,409.05| $ 14,844,587.29| $ 14,990,000.82 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -24 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 1500000.00000 1500000.00| | Clearing & Grubbing (Approximately 310 | | | Acres) | | | 0020 204A000 4.000 EACH| 3000.00000 12000.00| | Closing Water Well | | | 0030 205A001 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 15 | | | 0180 205A016 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 16 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -25 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 17 | | | 0200 205A018 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 18 | | | 0210 205A019 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 19 | | | 0220 205A020 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 20 | | | 0230 205A021 1.000 EACH| 1000.00000 1000.00| | Removal of Structures, Structure No. 21 | | | 0240 205A022 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 22 | | | 0241 205A023 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 23 | | | 0242 205A024 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 24 | | | 0243 205A025 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 25 | | | 0244 205A026 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 26 | | | 0245 205A027 1.000 EACH| 1000.00000 1000.00| | Removal Of structures, Structure No. 27 | | | 0246 205A028 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 28 | | | 0247 205A029 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 29 | | | 0248 205A030 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 30 | | | 0249 205A031 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 31 | | | 0251 205A032 1.000 EACH| 1000.00000 1000.00| | Removal of Structures, Structure No. 32 | | | 0252 205A033 1.000 EACH| 1000.00000 1000.00| | Removal of Structures, Structure No. 33 | | | 0253 205A034 1.000 EACH| 1000.00000 1000.00| | Removal of Structures, Structure No. 34 | | | 0254 205A035 1.000 EACH| 1000.00000 1000.00| | Removal of Structures, Structure No. 35 | | | 0260 210A000 4443878.000 CUYD| 1.76000 7821225.28| | Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -26 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 210D000 499066.000 CUYD| 1.50000 748599.00| | Borrow Excavation | | | 0280 214A000 12886.000 CUYD| 7.00000 90202.00| | Structure Excavation | | | 0290 214B001 4761.000 CUYD| 23.00000 109503.00| | Foundation Backfill, Commercial | | | 0300 230A000 509.000 RBST| 375.00000 190875.00| | Roadbed Processing | | | 0310 301A012 33947.000 SQYD| 5.80000 196892.60| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0320 306E000 1.000 EACH| 7400.00000 7400.00| | State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0330 401A000 33385.000 SQYD| 0.45000 15023.25| | Bituminous Treatment A | | | 0340 401B107 43269.000 SQYD| 2.00000 86538.00| | Bituminous Treatment KG (With Polymer | | | Additive) | | | 0350 401B108 300.000 SQYD| 6.00000 1800.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0360 430B026 60.000 TON | 14.00000 840.00| | Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0370 450B000 178.000 SQYD| 70.00000 12460.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0380 502A000 675788.000 LB | 0.40000 270315.20| | Steel Reinforcement | | | 0390 502B000 LUMP| 45000.00000 45000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. 19+56.95, APPROX. | | | 105000 LBS. | | | 0400 502B001 LUMP| 30000.00000 30000.00| | Steel Reinforcement For Bridge | | | Superstructure STA. 23+64.06, APPROX. | | | 68800 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -27 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 506A005 303.000 LF | 160.00000 48480.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | 0420 506A006 92.000 LF | 315.00000 28980.00| | Drilled Shaft Excavation, 5'-6" Diamete | | | 0430 506B002 108.000 LF | 525.00000 56700.00| | Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0440 506B006 83.000 LF | 700.00000 58100.00| | Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0450 506C041 411.000 LF | 37.00000 15207.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0460 506C045 151.000 LF | 105.00000 15855.00| | Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0470 506G001 1.000 EACH| 2625.00000 2625.00| | Crosshole Sonic Logging, 3'-6" Diameter | | | 0480 506G005 1.000 EACH| 2625.00000 2625.00| | Crosshole Sonic Logging, 5'-6" Diameter | | | 0490 508A000 9790.000 LB | 2.30000 22517.00| | Structural Steel | | | 0500 510A000 590.000 CUYD| 270.00000 159300.00| | Bridge Substructure Concrete, Class A | | | 0510 510C051 LUMP| 225000.00000 225000.00| | Bridge Concrete Superstructure, STA. | | | 19+56.95, APPROX. 478 CU. YDS. | | | 0520 510C052 LUMP| 165000.00000 165000.00| | Bridge Concrete Superstructure, STA. | | | 23+64.06, APPROX. 364 CU.YDS. | | | 0530 510E000 2230.000 SQYD| 4.00000 8920.00| | Grooving Concrete Bridge Decks | | | 0540 511A001 40.000 EACH| 105.00000 4200.00| | Elastomeric Bearings, Type 2 | | | 0550 511A004 24.000 EACH| 485.00000 11640.00| | Elastomeric Bearings, Type 4 | | | 0560 513B005 736.000 LF | 80.00000 58880.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -28 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 513B017 2858.000 LF | 100.00000 285800.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0580 524A011 2471.000 CUYD| 150.00000 370650.00| | Culvert Concrete (Cast In Place) | | | 0590 530A000 200.000 LF | 20.00000 4000.00| | 15" Roadway Pipe (Class 3 R.C.) | | | 0600 530A002 4979.000 LF | 30.00000 149370.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0610 530A003 44.000 LF | 42.00000 1848.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0620 530A013 392.000 LF | 31.00000 12152.00| | 24" Roadway Pipe (Class 4 R.C.) | | | 0630 530A015 376.000 LF | 57.00000 21432.00| | 36" Roadway Pipe (Class 4 R.C.) | | | 0640 530A017 536.000 LF | 85.00000 45560.00| | 48" Roadway Pipe (Class 4 R.C.) | | | 0650 530A025 524.000 LF | 51.00000 26724.00| | 30" Roadway Pipe (Class 5 R.C.) | | | 0660 530A027 444.000 LF | 78.00000 34632.00| | 42" Roadway Pipe (Class 5 R.C.) | | | 0670 530A202 1346.000 LF | 29.00000 39034.00| | 24" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0680 530A203 184.000 LF | 36.00000 6624.00| | 30" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0690 530A363 260.000 LF | 41.00000 10660.00| | 24" Roadway Pipe, Class C-1 Bedding | | | (Class 4 R.C.) | | | 0700 530A374 316.000 LF | 44.00000 13904.00| | 24" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0710 530A375 392.000 LF | 60.00000 23520.00| | 30" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0720 530A377 1216.000 LF | 88.00000 107008.00| | 42" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0730 530A378 488.000 LF | 106.00000 51728.00| | 48" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -29 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 530A379 788.000 LF | 128.00000 100864.00| | 54" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0750 530A380 956.000 LF | 160.00000 152960.00| | 60" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0760 530A495 140.000 LF | 27.00000 3780.00| | 24" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0770 530A662 128.000 LF | 30.00000 3840.00| | 24" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0780 530A800 50.000 LF | 20.00000 1000.00| | 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0790 535A002 376.000 LF | 25.00000 9400.00| | 24" Side Drain Pipe | | | 0800 600A000 LUMP| 500000.00000 500000.00| | Mobilization | | | 0810 601A000 1.000 EACH| 11500.00000 11500.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0820 602A000 167.000 EACH| 65.00000 10855.00| | Right Of Way Markers | | | 0830 603A002 1.000 EACH| 11500.00000 11500.00| | Furnishing Type 3 Field Office | | | 0840 606A000 1000.000 LF | 6.00000 6000.00| | 6" Underdrain Pipe | | | 0850 610C001 13092.000 TON | 15.00000 196380.00| | Loose Riprap, Class 2 | | | 0860 610D000 12755.000 SQYD| 1.70000 21683.50| | Filter Blanket | | | 0870 614A000 4399.000 CUYD| 180.00000 791820.00| | Slope Paving | | | 0880 614A001 41.000 CUYD| 235.00000 9635.00| | Slope Paving (Under Bridges) | | | 0890 619A001 2.000 EACH| 500.00000 1000.00| | 15" Roadway Pipe End Treatment, Class 1 | | | 0900 619A003 40.000 EACH| 625.00000 25000.00| | 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -30 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 619A004 3.000 EACH| 875.00000 2625.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0920 619A005 2.000 EACH| 1125.00000 2250.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0930 619A006 4.000 EACH| 1425.00000 5700.00| | 42" Roadway Pipe End Treatment, Class 1 | | | 0940 619A007 4.000 EACH| 1800.00000 7200.00| | 48" Roadway Pipe End Treatment, Class 1 | | | 0950 619A008 2.000 EACH| 2525.00000 5050.00| | 54" Roadway Pipe End Treatment, Class 1 | | | 0960 619A009 2.000 EACH| 3125.00000 6250.00| | 60" Roadway Pipe End Treatment, Class 1 | | | 0970 619A102 20.000 EACH| 625.00000 12500.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0980 620A000 2.000 CUYD| 600.00000 1200.00| | Minor Structure Concrete | | | 0990 621A004 6.000 EACH| 2500.00000 15000.00| | Junction Boxes, Type 4 | | | 1000 621A005 2.000 EACH| 1800.00000 3600.00| | Junction Boxes, Type 1 | | | 1010 621A010 10.000 EACH| 2300.00000 23000.00| | Junction Boxes, Type 3 | | | 1020 621A058 10.000 EACH| 2500.00000 25000.00| | Junction Boxes, Type 3 (Modified) | | | 1030 621B004 7.000 EACH| 500.00000 3500.00| | Junction Box Units, Type 4 | | | 1040 621C020 1.000 EACH| 2000.00000 2000.00| | Inlets, Type Y | | | 1050 621C152 33.000 EACH| 900.00000 29700.00| | Inlets, Type Y (Partial Base Only) | | | 1060 621D019 33.000 EACH| 350.00000 11550.00| | Inlet Units, Type Y | | | 1070 621I000 11.000 EACH| 3750.00000 41250.00| | Stilling Basins, Type 00 | | | 1080 621I001 2.000 EACH| 4000.00000 8000.00| | Stilling Basins, Type 1 | | | 1090 621I002 2.000 EACH| 6000.00000 12000.00| | Stilling Basins, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -31 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 621I003 2.000 EACH| 6500.00000 13000.00| | Stilling Basins, Type 3 | | | 1110 621I004 1.000 EACH| 10500.00000 10500.00| | Stilling Basins, Type 4 | | | 1120 630A001 2213.000 LF | 10.00000 22130.00| | Steel Beam Guardrail, Class A, Type 2 | | | 1130 630C003 8.000 EACH| 950.00000 7600.00| | Guardrail End Anchor, Type 13 | | | 1140 630C050 5.000 EACH| 1400.00000 7000.00| | Guardrail End Anchor, Type 20 Series | | | 1150 630C070 11.000 EACH| 1250.00000 13750.00| | Guardrail End Anchor, Type 10 Series | | | 1160 635A000 33840.000 LF | 3.35000 113364.00| | Woven Wire Fence | | | 1170 635B001 14.000 EACH| 635.00000 8890.00| | Gate, 14 Feet Wide | | | 1180 641A001 700.000 LF | 13.50000 9450.00| | 3/4 Inch Copper Water Pipe Laid (Type K | | | 1190 641A034 440.000 LF | 29.00000 12760.00| | 6 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1200 641A043 800.000 LF | 4.50000 3600.00| | 1 Inch P.V.C. Water Main Laid | | | 1210 641A047 2200.000 LF | 8.00000 17600.00| | 4 Inch P.V.C. Water Main Laid | | | 1220 641A049 900.000 LF | 11.00000 9900.00| | 6 Inch P.V.C. Water Main Laid | | | 1230 641A062 800.000 LF | 8.00000 6400.00| | 3 Inch P.V.C. Water Main Laid | | | 1240 641A069 680.000 LF | 42.00000 28560.00| | 8 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1250 641A073 30.000 LF | 27.00000 810.00| | 3 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1260 641A080 400.000 LF | 35.00000 14000.00| | 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 1270 641A085 5500.000 LF | 8.00000 44000.00| | 3 Inch P.V.C. Water Pipe Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -32 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 641A100 6495.000 LF | 11.00000 71445.00| | 6 Inch P.V.C. Water Main Laid | | | 1290 641A110 220.000 LF | 29.00000 6380.00| | 4 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 1300 643A000 7.000 EACH| 925.00000 6475.00| | Water Meters Reset | | | 1310 643A001 1.000 EACH| 1150.00000 1150.00| | Water Meters Reset (Special) | | | 1320 649A002 690.000 LF | 16.25000 11212.50| | 3 Inch Encasement Pipe, Type 1 | | | Installation | | | 1330 649A004 110.000 LF | 23.00000 2530.00| | 6 Inch Encasement Pipe, Type 1 | | | Installation | | | 1340 649A005 20.000 LF | 30.00000 600.00| | 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 1350 649A006 90.000 LF | 49.00000 4410.00| | 10 Inch Encasement Pipe, Type 1 | | | Installation | | | 1360 649A007 125.000 LF | 63.00000 7875.00| | 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 1370 649A015 75.000 LF | 63.00000 4725.00| | 12 Inch Encasement Pipe, Type 1A | | | Installation | | | 1380 649A024 245.000 LF | 76.00000 18620.00| | 14 Inch Encasement Pipe, Type 1 | | | Installation | | | 1390 649A028 325.000 LF | 92.00000 29900.00| | 16 Inch Encasement Pipe, Type 1 | | | Installation | | | 1400 649A037 175.000 LF | 76.00000 13300.00| | 14 Inch Encasement Pipe, Type 1A | | | Installation | | | 1410 649A042 335.000 LF | 92.00000 30820.00| | 16 Inch Encasement Pipe, Type 1A | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -33 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1420 649A057 330.000 LF | 55.00000 18150.00| | 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 1430 650B000 104000.000 CUYD| 1.75000 182000.00| | Topsoil From Stockpiles | | | 1440 652A053 104.000 ACRE| 575.00000 59800.00| | Seeding (Mix 1E) | | | 1450 652B050 52.000 ACRE| 400.00000 20800.00| | Temporary Seeding (Mix 1AT) | | | 1460 652C000 155.000 ACRE| 40.00000 6200.00| | Mowing | | | 1470 652D050 52.000 ACRE| 500.00000 26000.00| | Seeding In Stubble (Mix 1A) | | | 1480 654A001 9746.000 SQYD| 3.25000 31674.50| | Solid Sodding (Bermuda) | | | 1490 656A000 52.000 ACRE| 325.00000 16900.00| | Mulching, Class A, Type 1 | | | 1500 656A001 104.000 ACRE| 400.00000 41600.00| | Mulching, Class A, Type 2 | | | 1510 659A000 13607.000 SQYD| 1.70000 23131.90| | Erosion Control Netting, Class A | | | 1520 665C000 480.000 LF | 12.00000 5760.00| | 15" Temporary Pipe | | | 1530 665F000 1228.000 EACH| 6.00000 7368.00| | Hay Bales | | | 1540 665J000 42396.000 LF | 1.70000 72073.20| | Silt Fence, Type A | | | 1550 665K000 3016.000 CUYD| 5.00000 15080.00| | Drainage Sump Excavation | | | 1560 665L000 1600.000 LF | 15.00000 24000.00| | Floating Basin Boom | | | 1570 666A001 155.000 ACRE| 30.00000 4650.00| | Pest Control Treatment | | | 1580 680A000 LUMP| 275000.00000 275000.00| | Engineering Controls | | | 1590 701A004 6.000 MILE| 650.00000 3900.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 1600 701A012 6.000 MILE| 650.00000 3900.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 010 -34 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020426010 COUNTIES : WALKER LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1610 701C001 6.000 MILE| 650.00000 3900.00| | Solid Temporary Traffic Stripe | | | 1620 701G124 1340.000 LF | 1.25000 1675.00| | Solid White, Class 3W, Type A Traffic | | | Stripe | | | 1630 701G132 1340.000 LF | 1.25000 1675.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 1640 703A000 150.000 SQFT| 0.60000 90.00| | Traffic Control Markings, Class 1, Type | | | A | | | 1650 705A037 404.000 EACH| 5.00000 2020.00| | Pavement Markers, Class A-H, Type 2-D | | | 1660 710A126 52.000 SQFT| 14.75000 767.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1670 710B001 98.000 LF | 4.75000 465.50| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1680 713A000 100.000 LF | 100.00000 10000.00| | Permanent Barricades | | | 1690 726A000 1350.000 LF | 29.00000 39150.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1700 740B000 975.000 SQFT| 7.50000 7312.50| | Construction Signs | | | 1710 740D000 175.000 EACH| 57.00000 9975.00| | Channelizing Drums | | | 1720 740E000 100.000 EACH| 10.00000 1000.00| | Cones (36 Inches High) | | | 1730 740F002 90.000 EACH| 160.00000 14400.00| | Barricades, Type III | | | 1740 740I005 45.000 EACH| 900.00000 40500.00| | Warning Lights, Type B (Detachable Head | | | 1750 740M001 100.000 EACH| 6.50000 650.00| | Ballast For Cone | | | 1760 999 000 7500.000 HOUR| 0.80000 6000.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 16,867,264.93| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,867,264.93| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : CONTRACT TIME : 260 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACNHF-333(6) for constructing the Additional Lanes (Grade and Drain) on S.R.#12 (U.S.#84) from the Opp Bypass (U.S.#331) in Opp to C.R.#30. Length 3.965 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 1,459,837.48 100.0000% 2 03041 HILTON COOPER CONTRACTING, INC. $ 1,537,701.36 105.3337% 3 14001 NEWELL ROADBUILDERS, INC. $ 1,572,347.59 107.7070% 4 02032 BULLARD EXCAVATING, INC. $ 1,832,948.17 125.5584% 5 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 1,864,425.75 127.7146% 6 02091 BOYD EXCAVATING, INC. $ 1,871,984.98 128.2324% 7 07001 S. A. GRAHAM COMPANY, INC. $ 1,875,022.73 128.4405% 8 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 1,933,000.00 132.4120% 9 18005 GRADY RALLS & SONS, INC. $ 1,943,583.20 133.1370% 10 20048 TRIPLE C CONSTRUCTION $ 2,232,543.29 152.9309% 11 13093 MCDONALD CONSTRUCTION CO., INC. $ 2,612,472.55 178.9564% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 03041 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |HILTON COOPER CONTRACTING, |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 128000.00000 128000.00| 85000.00000 85000.00| 128000.00000 128000.00 Clearing & Grubbing (Approximately 109 | | | Acres) | | | 0020 204A000 4.000 EACH| 750.00000 3000.00| 850.00000 3400.00| 500.00000 2000.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 200.00000 200.00| 0.01000 0.01| 1.00000 1.00 Removal Of Structures, Structure No. 14 | | | 0170 206D000 423.000 LF | 5.00000 2115.00| 3.00000 1269.00| 1.50000 634.50 Removing Pipe | | | 0180 206D011 17927.000 LF | 0.50000 8963.50| 1.15000 20616.05| 0.01000 179.27 Removing Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 03041 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |HILTON COOPER CONTRACTING, |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206E000 26.000 EACH| 150.00000 3900.00| 80.00000 2080.00| 100.00000 2600.00 Removing Headwalls | | | 0200 206E042 1.000 EACH| 200.00000 200.00| 1150.00000 1150.00| 500.00000 500.00 Removing Inlets (Partial) | | | 0210 210A000 165714.000 CUYD| 1.47000 243599.58| 1.30000 215428.20| 1.84000 304913.76 Unclassified Excavation | | | 0220 210D011 165183.000 CUYD| 2.24000 370009.92| 2.25000 371661.75| 1.84000 303936.72 Borrow Excavation (A-4 or Better) | | | 0230 214A000 3815.000 CUYD| 3.00000 11445.00| 5.00000 19075.00| 1.50000 5722.50 Structure Excavation | | | 0240 214B000 1171.000 CUYD| 3.00000 3513.00| 12.00000 14052.00| 0.01000 11.71 Foundation Backfill, Local | | | 0250 306E000 1.000 EACH| 6300.00000 6300.00| 7000.00000 7000.00| 8000.00000 8000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0260 430B000 800.000 TON | 23.75000 19000.00| 21.00000 16800.00| 25.00000 20000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0270 530A002 1740.000 LF | 23.00000 40020.00| 32.00000 55680.00| 29.50000 51330.00 24" Roadway Pipe (Class 3 R.C.) | | | 0280 530A003 365.000 LF | 31.00000 11315.00| 42.00000 15330.00| 38.00000 13870.00 30" Roadway Pipe (Class 3 R.C.) | | | 0290 530A004 152.000 LF | 43.00000 6536.00| 57.00000 8664.00| 50.00000 7600.00 36" Roadway Pipe (Class 3 R.C.) | | | 0300 530A006 168.000 LF | 63.00000 10584.00| 88.00000 14784.00| 85.00000 14280.00 48" Roadway Pipe (Class 3 R.C.) | | | 0310 530A103 85.000 LF | 31.00000 2635.00| 58.00000 4930.00| 44.00000 3740.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530B003 531.000 LF | 51.00000 27081.00| 54.00000 28674.00| 44.50000 23629.50 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0330 530B004 139.000 LF | 67.00000 9313.00| 71.00000 9869.00| 61.00000 8479.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0340 530B005 102.000 LF | 83.00000 8466.00| 90.00000 9180.00| 77.50000 7905.00 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0350 530B014 152.000 LF | 51.00000 7752.00| 80.00000 12160.00| 45.00000 6840.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 03041 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |HILTON COOPER CONTRACTING, |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 530B303 97.000 LF | 33.00000 3201.00| 35.00000 3395.00| 29.00000 2813.00 35" Span, 24" Rise Roadway Pipe (14 | | | Gauge C.S.) (Temporary) | | | 0370 535A001 763.000 LF | 16.00000 12208.00| 23.50000 17930.50| 16.00000 12208.00 18" Side Drain Pipe | | | 0380 535A002 41.000 LF | 22.00000 902.00| 38.50000 1578.50| 20.00000 820.00 24" Side Drain Pipe | | | 0390 600A000 LUMP| 28400.00000 28400.00| 58000.00000 58000.00| 100000.00000 100000.00 Mobilization | | | 0400 602A000 92.000 EACH| 80.00000 7360.00| 90.00000 8280.00| 85.00000 7820.00 Right Of Way Markers | | | 0410 606A000 1000.000 LF | 7.50000 7500.00| 10.00000 10000.00| 10.00000 10000.00 6" Underdrain Pipe | | | 0420 610C001 418.000 TON | 28.00000 11704.00| 28.00000 11704.00| 38.00000 15884.00 Loose Riprap, Class 2 | | | 0430 610D003 338.000 SQYD| 2.25000 760.50| 2.50000 845.00| 5.00000 1690.00 Filter Blanket, Geotextile | | | 0440 614A000 238.000 CUYD| 195.00000 46410.00| 220.00000 52360.00| 200.00000 47600.00 Slope Paving | | | 0450 619A003 15.000 EACH| 600.00000 9000.00| 675.00000 10125.00| 375.00000 5625.00 24" Roadway Pipe End Treatment, Class 1 | | | 0460 619A004 4.000 EACH| 750.00000 3000.00| 850.00000 3400.00| 550.00000 2200.00 30" Roadway Pipe End Treatment, Class 1 | | | 0470 619A005 1.000 EACH| 900.00000 900.00| 1025.00000 1025.00| 700.00000 700.00 36" Roadway Pipe End Treatment, Class 1 | | | 0480 619A007 2.000 EACH| 1200.00000 2400.00| 1350.00000 2700.00| 950.00000 1900.00 48" Roadway Pipe End Treatment, Class 1 | | | 0490 619A101 22.000 EACH| 500.00000 11000.00| 570.00000 12540.00| 350.00000 7700.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 619A102 2.000 EACH| 600.00000 1200.00| 680.00000 1360.00| 375.00000 750.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0510 619B018 7.000 EACH| 650.00000 4550.00| 740.00000 5180.00| 550.00000 3850.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0520 619B019 2.000 EACH| 900.00000 1800.00| 1020.00000 2040.00| 600.00000 1200.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 03041 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |HILTON COOPER CONTRACTING, |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 619B020 2.000 EACH| 1250.00000 2500.00| 1425.00000 2850.00| 700.00000 1400.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0540 620A000 1.000 CUYD| 600.00000 600.00| 685.00000 685.00| 500.00000 500.00 Minor Structure Concrete | | | 0550 621A005 5.000 EACH| 1850.00000 9250.00| 2100.00000 10500.00| 1500.00000 7500.00 Junction Boxes, Type 1 | | | 0560 621A022 1.000 EACH| 2500.00000 2500.00| 2850.00000 2850.00| 1800.00000 1800.00 Junction Boxes, Type 1 (Modified) | | | 0570 621B005 6.000 EACH| 450.00000 2700.00| 500.00000 3000.00| 350.00000 2100.00 Junction Box Units, Type 1 | | | 0580 621C020 14.000 EACH| 1650.00000 23100.00| 1800.00000 25200.00| 1600.00000 22400.00 Inlets, Type Y | | | 0590 621C101 2.000 EACH| 4500.00000 9000.00| 5100.00000 10200.00| 3000.00000 6000.00 Inlets, Type GH (Modified) | | | 0600 621D019 15.000 EACH| 450.00000 6750.00| 500.00000 7500.00| 350.00000 5250.00 Inlet Units, Type Y | | | 0610 621I001 2.000 EACH| 6000.00000 12000.00| 6800.00000 13600.00| 4000.00000 8000.00 Stilling Basins, Type 1 | | | 0620 621I002 1.000 EACH| 8000.00000 8000.00| 9100.00000 9100.00| 6550.00000 6550.00 Stilling Basins, Type 2 | | | 0630 637A001 11841.000 LF | 3.00000 35523.00| 4.50000 53284.50| 3.00000 35523.00 Fence Reset (Includes All Types) | | | 0640 650B000 30879.000 CUYD| 1.50000 46318.50| 2.13000 65772.27| 2.25000 69477.75 Topsoil From Stockpiles | | | 0650 651B000 120.000 TON | 35.00000 4200.00| 28.50000 3420.00| 30.00000 3600.00 Agricultural Limestone | | | 0660 651C000 10.000 TON | 225.00000 2250.00| 160.00000 1600.00| 140.00000 1400.00 8-8-8 Commercial Fertilizer | | | 0670 651F000 2.000 TON | 250.00000 500.00| 225.00000 450.00| 195.00000 390.00 Ammonium Nitrate | | | 0680 652A061 58.000 ACRE| 500.00000 29000.00| 400.00000 23200.00| 400.00000 23200.00 Seeding (Mix 3E) | | | 0690 652C000 58.000 ACRE| 45.00000 2610.00| 6.00000 348.00| 50.00000 2900.00 Mowing | | | 0700 654A001 354.000 SQYD| 4.00000 1416.00| 2.50000 885.00| 4.00000 1416.00 Solid Sodding (Bermuda) | | | 0710 656A000 58.000 ACRE| 400.00000 23200.00| 350.00000 20300.00| 350.00000 20300.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 03041 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |HILTON COOPER CONTRACTING, |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 665A000 28.000 ACRE| 300.00000 8400.00| 250.00000 7000.00| 50.00000 1400.00 Temporary Seeding | | | 0730 665B000 28.000 ACRE| 350.00000 9800.00| 250.00000 7000.00| 50.00000 1400.00 Temporary Mulching | | | 0740 665F000 765.000 EACH| 6.00000 4590.00| 3.75000 2868.75| 0.01000 7.65 Hay Bales | | | 0750 665G000 765.000 EACH| 0.01000 7.65| 3.00000 2295.00| 0.01000 7.65 Sand Bags | | | 0760 665I000 225.000 TON | 31.25000 7031.25| 33.00000 7425.00| 25.00000 5625.00 Temporary Riprap, Class 2 | | | 0770 665J000 15350.000 LF | 3.00000 46050.00| 3.00000 46050.00| 5.00000 76750.00 Silt Fence, Type A | | | 0780 665K000 450.000 CUYD| 4.50000 2025.00| 6.90000 3105.00| 5.00000 2250.00 Drainage Sump Excavation | | | 0790 666A001 58.000 ACRE| 0.01000 0.58| 1.15000 66.70| 0.01000 0.58 Pest Control Treatment | | | 0800 680A000 LUMP| 44000.00000 44000.00| 38000.00000 38000.00| 70000.00000 70000.00 Engineering Controls | | | 0810 701A031 1.000 MILE| 1500.00000 1500.00| 1720.00000 1720.00| 1500.00000 1500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0820 701A035 1.000 MILE| 1500.00000 1500.00| 1720.00000 1720.00| 1500.00000 1500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0830 701C001 1.000 MILE| 500.00000 500.00| 575.00000 575.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 0840 701D007 1.000 MILE| 1500.00000 1500.00| 1720.00000 1720.00| 1500.00000 1500.00 Solid Traffic Stripe Removed (Paint) | | | 0850 726C001 170.000 LF | 23.50000 3995.00| 25.00000 4250.00| 30.00000 5100.00 State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 0860 740B000 1078.000 SQFT| 8.00000 8624.00| 9.00000 9702.00| 13.00000 14014.00 Construction Signs | | | 0870 740D000 150.000 EACH| 35.00000 5250.00| 60.00000 9000.00| 75.00000 11250.00 Channelizing Drums | | | 0880 740E000 150.000 EACH| 0.01000 1.50| 14.00000 2100.00| 21.00000 3150.00 Cones (36 Inches High) | | | 0890 740F002 32.000 EACH| 225.00000 7200.00| 265.00000 8480.00| 320.00000 10240.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 03041 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |HILTON COOPER CONTRACTING, |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 740I005 16.000 EACH| 400.00000 6400.00| 518.00000 8288.00| 425.00000 6800.00 Warning Lights, Type B (Detachable Head | | | 0910 740M001 150.000 EACH| 0.01000 1.50| 7.50000 1125.00| 10.00000 1500.00 Ballast For Cone | | | 0920 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 | $ 1,459,837.48| $ 1,537,701.36| $ 1,572,347.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,459,837.48| $ 1,537,701.36| $ 1,572,347.59 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 07003 |( 6 ) 02091 |BULLARD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 109000.00000 109000.00| 92000.00000 92000.00| 123147.10000 123147.10 Clearing & Grubbing (Approximately 109 | | | Acres) | | | 0020 204A000 4.000 EACH| 1000.00000 4000.00| 440.00000 1760.00| 100.00000 400.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 7500.00000 7500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 7500.00000 7500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 7500.00000 7500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 7500.00000 7500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 2500.00000 2500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 2500.00000 2500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 7500.00000 7500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 7500.00000 7500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 7500.00000 7500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 2500.00000 2500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 7500.00000 7500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 7500.00000 7500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 7500.00000 7500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 7500.00000 7500.00| 1300.00000 1300.00| 500.00000 500.00 Removal Of Structures, Structure No. 14 | | | 0170 206D000 423.000 LF | 8.00000 3384.00| 6.50000 2749.50| 8.00000 3384.00 Removing Pipe | | | 0180 206D011 17927.000 LF | 1.00000 17927.00| 1.00000 17927.00| 0.05000 896.35 Removing Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 07003 |( 6 ) 02091 |BULLARD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206E000 26.000 EACH| 100.00000 2600.00| 190.00000 4940.00| 150.00000 3900.00 Removing Headwalls | | | 0200 206E042 1.000 EACH| 500.00000 500.00| 370.00000 370.00| 300.00000 300.00 Removing Inlets (Partial) | | | 0210 210A000 165714.000 CUYD| 1.65000 273428.10| 1.60000 265142.40| 2.15000 356285.10 Unclassified Excavation | | | 0220 210D011 165183.000 CUYD| 2.45000 404698.35| 2.75000 454253.25| 3.00000 495549.00 Borrow Excavation (A-4 or Better) | | | 0230 214A000 3815.000 CUYD| 7.00000 26705.00| 6.00000 22890.00| 4.50000 17167.50 Structure Excavation | | | 0240 214B000 1171.000 CUYD| 4.50000 5269.50| 12.00000 14052.00| 4.50000 5269.50 Foundation Backfill, Local | | | 0250 306E000 1.000 EACH| 6500.00000 6500.00| 10000.00000 10000.00| 12500.00000 12500.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0260 430B000 800.000 TON | 20.00000 16000.00| 32.00000 25600.00| 50.00000 40000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0270 530A002 1740.000 LF | 23.00000 40020.00| 32.25000 56115.00| 26.00000 45240.00 24" Roadway Pipe (Class 3 R.C.) | | | 0280 530A003 365.000 LF | 33.00000 12045.00| 53.00000 19345.00| 32.85000 11990.25 30" Roadway Pipe (Class 3 R.C.) | | | 0290 530A004 152.000 LF | 43.00000 6536.00| 74.00000 11248.00| 43.10000 6551.20 36" Roadway Pipe (Class 3 R.C.) | | | 0300 530A006 168.000 LF | 71.00000 11928.00| 99.00000 16632.00| 70.86000 11904.48 48" Roadway Pipe (Class 3 R.C.) | | | 0310 530A103 85.000 LF | 41.25000 3506.25| 80.00000 6800.00| 40.00000 3400.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530B003 531.000 LF | 57.50000 30532.50| 64.00000 33984.00| 55.20000 29311.20 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0330 530B004 139.000 LF | 81.00000 11259.00| 89.00000 12371.00| 69.58000 9671.62 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0340 530B005 102.000 LF | 101.30000 10332.60| 104.00000 10608.00| 87.03000 8877.06 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0350 530B014 152.000 LF | 71.88000 10925.76| 69.00000 10488.00| 65.20000 9910.40 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -10 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 07003 |( 6 ) 02091 |BULLARD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 530B303 97.000 LF | 40.92000 3969.24| 53.00000 5141.00| 26.66000 2586.02 35" Span, 24" Rise Roadway Pipe (14 | | | Gauge C.S.) (Temporary) | | | 0370 535A001 763.000 LF | 16.50000 12589.50| 21.00000 16023.00| 15.00000 11445.00 18" Side Drain Pipe | | | 0380 535A002 41.000 LF | 24.00000 984.00| 28.00000 1148.00| 25.00000 1025.00 24" Side Drain Pipe | | | 0390 600A000 LUMP| 184415.70000 184415.70| 144000.00000 144000.00| 123787.00000 123787.00 Mobilization | | | 0400 602A000 92.000 EACH| 80.00000 7360.00| 108.00000 9936.00| 75.00000 6900.00 Right Of Way Markers | | | 0410 606A000 1000.000 LF | 6.00000 6000.00| 13.00000 13000.00| 8.00000 8000.00 6" Underdrain Pipe | | | 0420 610C001 418.000 TON | 28.50000 11913.00| 35.00000 14630.00| 50.00000 20900.00 Loose Riprap, Class 2 | | | 0430 610D003 338.000 SQYD| 2.50000 845.00| 2.00000 676.00| 4.00000 1352.00 Filter Blanket, Geotextile | | | 0440 614A000 238.000 CUYD| 215.00000 51170.00| 238.00000 56644.00| 250.00000 59500.00 Slope Paving | | | 0450 619A003 15.000 EACH| 525.00000 7875.00| 460.00000 6900.00| 600.00000 9000.00 24" Roadway Pipe End Treatment, Class 1 | | | 0460 619A004 4.000 EACH| 725.00000 2900.00| 800.00000 3200.00| 700.00000 2800.00 30" Roadway Pipe End Treatment, Class 1 | | | 0470 619A005 1.000 EACH| 850.00000 850.00| 1500.00000 1500.00| 750.00000 750.00 36" Roadway Pipe End Treatment, Class 1 | | | 0480 619A007 2.000 EACH| 1300.00000 2600.00| 2000.00000 4000.00| 850.00000 1700.00 48" Roadway Pipe End Treatment, Class 1 | | | 0490 619A101 22.000 EACH| 350.00000 7700.00| 350.00000 7700.00| 450.00000 9900.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 619A102 2.000 EACH| 500.00000 1000.00| 440.00000 880.00| 525.00000 1050.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0510 619B018 7.000 EACH| 700.00000 4900.00| 830.00000 5810.00| 1200.00000 8400.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0520 619B019 2.000 EACH| 1000.00000 2000.00| 1400.00000 2800.00| 1350.00000 2700.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -11 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 07003 |( 6 ) 02091 |BULLARD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 619B020 2.000 EACH| 1200.00000 2400.00| 1700.00000 3400.00| 1650.00000 3300.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0540 620A000 1.000 CUYD| 1000.00000 1000.00| 160.00000 160.00| 1000.00000 1000.00 Minor Structure Concrete | | | 0550 621A005 5.000 EACH| 2000.00000 10000.00| 1100.00000 5500.00| 1200.00000 6000.00 Junction Boxes, Type 1 | | | 0560 621A022 1.000 EACH| 2750.00000 2750.00| 1100.00000 1100.00| 2500.00000 2500.00 Junction Boxes, Type 1 (Modified) | | | 0570 621B005 6.000 EACH| 500.00000 3000.00| 600.00000 3600.00| 600.00000 3600.00 Junction Box Units, Type 1 | | | 0580 621C020 14.000 EACH| 1650.00000 23100.00| 1300.00000 18200.00| 850.00000 11900.00 Inlets, Type Y | | | 0590 621C101 2.000 EACH| 4000.00000 8000.00| 2600.00000 5200.00| 1500.00000 3000.00 Inlets, Type GH (Modified) | | | 0600 621D019 15.000 EACH| 450.00000 6750.00| 260.00000 3900.00| 475.00000 7125.00 Inlet Units, Type Y | | | 0610 621I001 2.000 EACH| 5500.00000 11000.00| 6800.00000 13600.00| 4750.00000 9500.00 Stilling Basins, Type 1 | | | 0620 621I002 1.000 EACH| 7000.00000 7000.00| 8450.00000 8450.00| 6150.00000 6150.00 Stilling Basins, Type 2 | | | 0630 637A001 11841.000 LF | 3.75000 44403.75| 2.10000 24866.10| 0.90000 10656.90 Fence Reset (Includes All Types) | | | 0640 650B000 30879.000 CUYD| 2.85000 88005.15| 2.00000 61758.00| 2.10000 64845.90 Topsoil From Stockpiles | | | 0650 651B000 120.000 TON | 27.50000 3300.00| 120.00000 14400.00| 150.00000 18000.00 Agricultural Limestone | | | 0660 651C000 10.000 TON | 154.00000 1540.00| 450.00000 4500.00| 200.00000 2000.00 8-8-8 Commercial Fertilizer | | | 0670 651F000 2.000 TON | 214.50000 429.00| 450.00000 900.00| 250.00000 500.00 Ammonium Nitrate | | | 0680 652A061 58.000 ACRE| 382.80000 22202.40| 680.00000 39440.00| 500.00000 29000.00 Seeding (Mix 3E) | | | 0690 652C000 58.000 ACRE| 15.00000 870.00| 200.00000 11600.00| 55.00000 3190.00 Mowing | | | 0700 654A001 354.000 SQYD| 2.33000 824.82| 4.75000 1681.50| 4.00000 1416.00 Solid Sodding (Bermuda) | | | 0710 656A000 58.000 ACRE| 338.80000 19650.40| 545.00000 31610.00| 460.00000 26680.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -12 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 07003 |( 6 ) 02091 |BULLARD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 665A000 28.000 ACRE| 233.20000 6529.60| 330.00000 9240.00| 350.00000 9800.00 Temporary Seeding | | | 0730 665B000 28.000 ACRE| 233.20000 6529.60| 330.00000 9240.00| 400.00000 11200.00 Temporary Mulching | | | 0740 665F000 765.000 EACH| 3.58000 2738.70| 5.00000 3825.00| 5.00000 3825.00 Hay Bales | | | 0750 665G000 765.000 EACH| 2.75000 2103.75| 8.00000 6120.00| 5.00000 3825.00 Sand Bags | | | 0760 665I000 225.000 TON | 30.00000 6750.00| 35.00000 7875.00| 50.00000 11250.00 Temporary Riprap, Class 2 | | | 0770 665J000 15350.000 LF | 2.93000 44975.50| 2.50000 38375.00| 2.30000 35305.00 Silt Fence, Type A | | | 0780 665K000 450.000 CUYD| 16.50000 7425.00| 7.00000 3150.00| 0.10000 45.00 Drainage Sump Excavation | | | 0790 666A001 58.000 ACRE| 2.00000 116.00| 13.50000 783.00| 10.00000 580.00 Pest Control Treatment | | | 0800 680A000 LUMP| 50000.00000 50000.00| 80000.00000 80000.00| 65000.00000 65000.00 Engineering Controls | | | 0810 701A031 1.000 MILE| 1500.00000 1500.00| 1900.00000 1900.00| 1485.00000 1485.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0820 701A035 1.000 MILE| 1600.00000 1600.00| 1900.00000 1900.00| 1680.00000 1680.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0830 701C001 1.000 MILE| 1000.00000 1000.00| 645.00000 645.00| 550.00000 550.00 Solid Temporary Traffic Stripe | | | 0840 701D007 1.000 MILE| 1600.00000 1600.00| 1900.00000 1900.00| 1650.00000 1650.00 Solid Traffic Stripe Removed (Paint) | | | 0850 726C001 170.000 LF | 25.00000 4250.00| 27.00000 4590.00| 15.00000 2550.00 State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 0860 740B000 1078.000 SQFT| 7.00000 7546.00| 8.00000 8624.00| 8.80000 9486.40 Construction Signs | | | 0870 740D000 150.000 EACH| 50.00000 7500.00| 65.00000 9750.00| 60.00000 9000.00 Channelizing Drums | | | 0880 740E000 150.000 EACH| 6.00000 900.00| 11.00000 1650.00| 10.00000 1500.00 Cones (36 Inches High) | | | 0890 740F002 32.000 EACH| 165.00000 5280.00| 250.00000 8000.00| 175.00000 5600.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -13 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 07003 |( 6 ) 02091 |BULLARD EXCAVATING, INC. |R.E. GRILLS CONSTRUCTION CO |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 740I005 16.000 EACH| 660.00000 10560.00| 580.00000 9280.00| 660.00000 10560.00 Warning Lights, Type B (Detachable Head | | | 0910 740M001 150.000 EACH| 3.00000 450.00| 7.00000 1050.00| 7.20000 1080.00 Ballast For Cone | | | 0920 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 | $ 1,832,948.17| $ 1,864,425.75| $ 1,871,984.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,832,948.17| $ 1,864,425.75| $ 1,871,984.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -14 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 7 ) 07001 |( 8 ) 01059 |( 9 ) 18005 |S. A. GRAHAM COMPANY, INC. |ADVANCE CONSTRUCTION SERVIC |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| 180000.00000 180000.00| 102118.38000 102118.38| 234800.00000 234800.00 Clearing & Grubbing (Approximately 109 | | | Acres) | | | 0020 204A000 4.000 EACH| 300.00000 1200.00| 1500.00000 6000.00| 100.00000 400.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 10000.00000 10000.00| 7500.00000 7500.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 5000.00000 5000.00| 1000.00000 1000.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 10000.00000 10000.00| 5000.00000 5000.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 7500.00000 7500.00| 2500.00000 2500.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 7500.00000 7500.00| 3000.00000 3000.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 5000.00000 5000.00| 2500.00000 2500.00| 500.00000 500.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 10000.00000 10000.00| 6000.00000 6000.00| 2000.00000 2000.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 7500.00000 7500.00| 2500.00000 2500.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 10000.00000 10000.00| 1000.00000 1000.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 4000.00000 4000.00| 500.00000 500.00| 500.00000 500.00 Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 10000.00000 10000.00| 2500.00000 2500.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 8000.00000 8000.00| 1500.00000 1500.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 10000.00000 10000.00| 500.00000 500.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 7500.00000 7500.00| 2500.00000 2500.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 14 | | | 0170 206D000 423.000 LF | 2.00000 846.00| 15.00000 6345.00| 8.00000 3384.00 Removing Pipe | | | 0180 206D011 17927.000 LF | 0.62000 11114.74| 0.50000 8963.50| 0.25000 4481.75 Removing Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -15 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 7 ) 07001 |( 8 ) 01059 |( 9 ) 18005 |S. A. GRAHAM COMPANY, INC. |ADVANCE CONSTRUCTION SERVIC |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206E000 26.000 EACH| 150.00000 3900.00| 300.00000 7800.00| 75.00000 1950.00 Removing Headwalls | | | 0200 206E042 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| 750.00000 750.00 Removing Inlets (Partial) | | | 0210 210A000 165714.000 CUYD| 1.50000 248571.00| 1.90000 314856.60| 1.65000 273428.10 Unclassified Excavation | | | 0220 210D011 165183.000 CUYD| 3.00000 495549.00| 2.30000 379920.90| 3.10000 512067.30 Borrow Excavation (A-4 or Better) | | | 0230 214A000 3815.000 CUYD| 4.00000 15260.00| 5.00000 19075.00| 4.75000 18121.25 Structure Excavation | | | 0240 214B000 1171.000 CUYD| 4.00000 4684.00| 12.00000 14052.00| 12.00000 14052.00 Foundation Backfill, Local | | | 0250 306E000 1.000 EACH| 8000.00000 8000.00| 6500.00000 6500.00| 7500.00000 7500.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0260 430B000 800.000 TON | 24.00000 19200.00| 20.00000 16000.00| 24.00000 19200.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0270 530A002 1740.000 LF | 24.00000 41760.00| 33.60000 58464.00| 24.00000 41760.00 24" Roadway Pipe (Class 3 R.C.) | | | 0280 530A003 365.000 LF | 34.00000 12410.00| 42.25000 15421.25| 31.00000 11315.00 30" Roadway Pipe (Class 3 R.C.) | | | 0290 530A004 152.000 LF | 45.00000 6840.00| 57.00000 8664.00| 38.00000 5776.00 36" Roadway Pipe (Class 3 R.C.) | | | 0300 530A006 168.000 LF | 70.00000 11760.00| 87.00000 14616.00| 58.00000 9744.00 48" Roadway Pipe (Class 3 R.C.) | | | 0310 530A103 85.000 LF | 25.88000 2199.80| 52.00000 4420.00| 31.00000 2635.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530B003 531.000 LF | 52.00000 27612.00| 57.00000 30267.00| 40.00000 21240.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0330 530B004 139.000 LF | 60.00000 8340.00| 77.00000 10703.00| 55.00000 7645.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0340 530B005 102.000 LF | 80.00000 8160.00| 90.00000 9180.00| 65.00000 6630.00 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0350 530B014 152.000 LF | 48.00000 7296.00| 57.00000 8664.00| 40.00000 6080.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -16 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 7 ) 07001 |( 8 ) 01059 |( 9 ) 18005 |S. A. GRAHAM COMPANY, INC. |ADVANCE CONSTRUCTION SERVIC |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 530B303 97.000 LF | 36.00000 3492.00| 35.00000 3395.00| 25.00000 2425.00 35" Span, 24" Rise Roadway Pipe (14 | | | Gauge C.S.) (Temporary) | | | 0370 535A001 763.000 LF | 13.00000 9919.00| 21.00000 16023.00| 16.00000 12208.00 18" Side Drain Pipe | | | 0380 535A002 41.000 LF | 20.00000 820.00| 26.00000 1066.00| 25.00000 1025.00 24" Side Drain Pipe | | | 0390 600A000 LUMP| 70000.00000 70000.00| 177118.37000 177118.37| 132000.00000 132000.00 Mobilization | | | 0400 602A000 92.000 EACH| 90.00000 8280.00| 100.00000 9200.00| 75.00000 6900.00 Right Of Way Markers | | | 0410 606A000 1000.000 LF | 18.00000 18000.00| 8.00000 8000.00| 6.00000 6000.00 6" Underdrain Pipe | | | 0420 610C001 418.000 TON | 26.00000 10868.00| 26.00000 10868.00| 26.00000 10868.00 Loose Riprap, Class 2 | | | 0430 610D003 338.000 SQYD| 1.10000 371.80| 2.00000 676.00| 1.85000 625.30 Filter Blanket, Geotextile | | | 0440 614A000 238.000 CUYD| 195.00000 46410.00| 220.00000 52360.00| 210.00000 49980.00 Slope Paving | | | 0450 619A003 15.000 EACH| 600.00000 9000.00| 750.00000 11250.00| 475.00000 7125.00 24" Roadway Pipe End Treatment, Class 1 | | | 0460 619A004 4.000 EACH| 750.00000 3000.00| 850.00000 3400.00| 525.00000 2100.00 30" Roadway Pipe End Treatment, Class 1 | | | 0470 619A005 1.000 EACH| 900.00000 900.00| 1000.00000 1000.00| 675.00000 675.00 36" Roadway Pipe End Treatment, Class 1 | | | 0480 619A007 2.000 EACH| 1200.00000 2400.00| 1100.00000 2200.00| 825.00000 1650.00 48" Roadway Pipe End Treatment, Class 1 | | | 0490 619A101 22.000 EACH| 500.00000 11000.00| 700.00000 15400.00| 325.00000 7150.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 619A102 2.000 EACH| 600.00000 1200.00| 750.00000 1500.00| 425.00000 850.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0510 619B018 7.000 EACH| 650.00000 4550.00| 900.00000 6300.00| 525.00000 3675.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0520 619B019 2.000 EACH| 900.00000 1800.00| 950.00000 1900.00| 675.00000 1350.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -17 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 7 ) 07001 |( 8 ) 01059 |( 9 ) 18005 |S. A. GRAHAM COMPANY, INC. |ADVANCE CONSTRUCTION SERVIC |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 619B020 2.000 EACH| 1250.00000 2500.00| 1000.00000 2000.00| 800.00000 1600.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0540 620A000 1.000 CUYD| 600.00000 600.00| 600.00000 600.00| 425.00000 425.00 Minor Structure Concrete | | | 0550 621A005 5.000 EACH| 1850.00000 9250.00| 2000.00000 10000.00| 3500.00000 17500.00 Junction Boxes, Type 1 | | | 0560 621A022 1.000 EACH| 2500.00000 2500.00| 2700.00000 2700.00| 2500.00000 2500.00 Junction Boxes, Type 1 (Modified) | | | 0570 621B005 6.000 EACH| 450.00000 2700.00| 600.00000 3600.00| 425.00000 2550.00 Junction Box Units, Type 1 | | | 0580 621C020 14.000 EACH| 1650.00000 23100.00| 2400.00000 33600.00| 2350.00000 32900.00 Inlets, Type Y | | | 0590 621C101 2.000 EACH| 4500.00000 9000.00| 3850.00000 7700.00| 2900.00000 5800.00 Inlets, Type GH (Modified) | | | 0600 621D019 15.000 EACH| 450.00000 6750.00| 600.00000 9000.00| 375.00000 5625.00 Inlet Units, Type Y | | | 0610 621I001 2.000 EACH| 6000.00000 12000.00| 5100.00000 10200.00| 6500.00000 13000.00 Stilling Basins, Type 1 | | | 0620 621I002 1.000 EACH| 8000.00000 8000.00| 6940.00000 6940.00| 7500.00000 7500.00 Stilling Basins, Type 2 | | | 0630 637A001 11841.000 LF | 1.22000 14446.02| 2.00000 23682.00| 3.75000 44403.75 Fence Reset (Includes All Types) | | | 0640 650B000 30879.000 CUYD| 5.00000 154395.00| 4.00000 123516.00| 3.25000 100356.75 Topsoil From Stockpiles | | | 0650 651B000 120.000 TON | 25.77000 3092.40| 90.00000 10800.00| 50.00000 6000.00 Agricultural Limestone | | | 0660 651C000 10.000 TON | 144.33000 1443.30| 200.00000 2000.00| 225.00000 2250.00 8-8-8 Commercial Fertilizer | | | 0670 651F000 2.000 TON | 201.30000 402.60| 400.00000 800.00| 375.00000 750.00 Ammonium Nitrate | | | 0680 652A061 58.000 ACRE| 358.76000 20808.08| 500.00000 29000.00| 425.00000 24650.00 Seeding (Mix 3E) | | | 0690 652C000 58.000 ACRE| 5.15000 298.70| 100.00000 5800.00| 50.00000 2900.00 Mowing | | | 0700 654A001 354.000 SQYD| 2.18000 771.72| 4.00000 1416.00| 3.00000 1062.00 Solid Sodding (Bermuda) | | | 0710 656A000 58.000 ACRE| 327.69000 19006.02| 400.00000 23200.00| 415.00000 24070.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -18 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 7 ) 07001 |( 8 ) 01059 |( 9 ) 18005 |S. A. GRAHAM COMPANY, INC. |ADVANCE CONSTRUCTION SERVIC |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 665A000 28.000 ACRE| 218.55000 6119.40| 400.00000 11200.00| 300.00000 8400.00 Temporary Seeding | | | 0730 665B000 28.000 ACRE| 218.55000 6119.40| 300.00000 8400.00| 200.00000 5600.00 Temporary Mulching | | | 0740 665F000 765.000 EACH| 3.25000 2486.25| 6.00000 4590.00| 4.00000 3060.00 Hay Bales | | | 0750 665G000 765.000 EACH| 4.00000 3060.00| 6.00000 4590.00| 4.00000 3060.00 Sand Bags | | | 0760 665I000 225.000 TON | 31.00000 6975.00| 22.00000 4950.00| 26.00000 5850.00 Temporary Riprap, Class 2 | | | 0770 665J000 15350.000 LF | 2.68000 41138.00| 3.50000 53725.00| 3.10000 47585.00 Silt Fence, Type A | | | 0780 665K000 450.000 CUYD| 15.00000 6750.00| 6.00000 2700.00| 10.00000 4500.00 Drainage Sump Excavation | | | 0790 666A001 58.000 ACRE| 5.00000 290.00| 500.00000 29000.00| 25.00000 1450.00 Pest Control Treatment | | | 0800 680A000 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| 35000.00000 35000.00 Engineering Controls | | | 0810 701A031 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0820 701A035 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0830 701C001 1.000 MILE| 500.00000 500.00| 600.00000 600.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 0840 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Solid Traffic Stripe Removed (Paint) | | | 0850 726C001 170.000 LF | 24.00000 4080.00| 20.00000 3400.00| 25.00000 4250.00 State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 0860 740B000 1078.000 SQFT| 10.00000 10780.00| 18.00000 19404.00| 15.00000 16170.00 Construction Signs | | | 0870 740D000 150.000 EACH| 60.00000 9000.00| 65.00000 9750.00| 65.00000 9750.00 Channelizing Drums | | | 0880 740E000 150.000 EACH| 9.25000 1387.50| 15.00000 2250.00| 20.00000 3000.00 Cones (36 Inches High) | | | 0890 740F002 32.000 EACH| 225.00000 7200.00| 200.00000 6400.00| 350.00000 11200.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -19 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 7 ) 07001 |( 8 ) 01059 |( 9 ) 18005 |S. A. GRAHAM COMPANY, INC. |ADVANCE CONSTRUCTION SERVIC |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 740I005 16.000 EACH| 110.00000 1760.00| 600.00000 9600.00| 700.00000 11200.00 Warning Lights, Type B (Detachable Head | | | 0910 740M001 150.000 EACH| 6.00000 900.00| 10.00000 1500.00| 6.00000 900.00 Ballast For Cone | | | 0920 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 | $ 1,875,022.73| $ 1,933,000.00| $ 1,943,583.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,875,022.73| $ 1,933,000.00| $ 1,943,583.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -20 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 10 ) 20048 |( 11 ) 13093 |( ) |TRIPLE C CONSTRUCTION |MCDONALD CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 207100.00000 207100.00| 158000.00000 158000.00| Clearing & Grubbing (Approximately 109 | | | Acres) | | | 0020 204A000 4.000 EACH| 800.00000 3200.00| 800.00000 3200.00| Closing Water Well | | | 0030 205A001 1.000 EACH| 15000.00000 15000.00| 3500.00000 3500.00| Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 14500.00000 14500.00| 6500.00000 6500.00| Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 8000.00000 8000.00| 2200.00000 2200.00| Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 8000.00000 8000.00| 3000.00000 3000.00| Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 2500.00000 2500.00| 1200.00000 1200.00| Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 2500.00000 2500.00| 800.00000 800.00| Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 7500.00000 7500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 15000.00000 15000.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 10000.00000 10000.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 4000.00000 4000.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 12500.00000 12500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 3500.00000 3500.00| 2400.00000 2400.00| Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 5000.00000 5000.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 5500.00000 5500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 14 | | | 0170 206D000 423.000 LF | 5.00000 2115.00| 15.00000 6345.00| Removing Pipe | | | 0180 206D011 17927.000 LF | 1.50000 26890.50| 1.75000 31372.25| Removing Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -21 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 10 ) 20048 |( 11 ) 13093 |( ) |TRIPLE C CONSTRUCTION |MCDONALD CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206E000 26.000 EACH| 200.00000 5200.00| 700.00000 18200.00| Removing Headwalls | | | 0200 206E042 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| Removing Inlets (Partial) | | | 0210 210A000 165714.000 CUYD| 2.15000 356285.10| 2.85000 472284.90| Unclassified Excavation | | | 0220 210D011 165183.000 CUYD| 4.00000 660732.00| 4.60000 759841.80| Borrow Excavation (A-4 or Better) | | | 0230 214A000 3815.000 CUYD| 4.00000 15260.00| 18.00000 68670.00| Structure Excavation | | | 0240 214B000 1171.000 CUYD| 4.00000 4684.00| 25.00000 29275.00| Foundation Backfill, Local | | | 0250 306E000 1.000 EACH| 10000.00000 10000.00| 8500.00000 8500.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0260 430B000 800.000 TON | 22.00000 17600.00| 25.00000 20000.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0270 530A002 1740.000 LF | 28.96000 50390.40| 37.22000 64762.80| 24" Roadway Pipe (Class 3 R.C.) | | | 0280 530A003 365.000 LF | 42.96000 15680.40| 48.10000 17556.50| 30" Roadway Pipe (Class 3 R.C.) | | | 0290 530A004 152.000 LF | 58.49000 8890.48| 63.25000 9614.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0300 530A006 168.000 LF | 99.58000 16729.44| 95.00000 15960.00| 48" Roadway Pipe (Class 3 R.C.) | | | 0310 530A103 85.000 LF | 42.96000 3651.60| 64.00000 5440.00| 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530B003 531.000 LF | 54.09000 28721.79| 61.00000 32391.00| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0330 530B004 139.000 LF | 76.19000 10590.41| 80.00000 11120.00| 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0340 530B005 102.000 LF | 95.33000 9723.66| 97.00000 9894.00| 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0350 530B014 152.000 LF | 54.09000 8221.68| 71.40000 10852.80| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -22 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 10 ) 20048 |( 11 ) 13093 |( ) |TRIPLE C CONSTRUCTION |MCDONALD CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 530B303 97.000 LF | 28.60000 2774.20| 39.20000 3802.40| 35" Span, 24" Rise Roadway Pipe (14 | | | Gauge C.S.) (Temporary) | | | 0370 535A001 763.000 LF | 16.87000 12871.81| 25.20000 19227.60| 18" Side Drain Pipe | | | 0380 535A002 41.000 LF | 21.67000 888.47| 31.50000 1291.50| 24" Side Drain Pipe | | | 0390 600A000 LUMP| 110000.00000 110000.00| 150000.00000 150000.00| Mobilization | | | 0400 602A000 92.000 EACH| 85.00000 7820.00| 92.00000 8464.00| Right Of Way Markers | | | 0410 606A000 1000.000 LF | 8.00000 8000.00| 12.00000 12000.00| 6" Underdrain Pipe | | | 0420 610C001 418.000 TON | 24.00000 10032.00| 32.00000 13376.00| Loose Riprap, Class 2 | | | 0430 610D003 338.000 SQYD| 2.50000 845.00| 1.85000 625.30| Filter Blanket, Geotextile | | | 0440 614A000 238.000 CUYD| 250.00000 59500.00| 225.00000 53550.00| Slope Paving | | | 0450 619A003 15.000 EACH| 400.00000 6000.00| 690.00000 10350.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0460 619A004 4.000 EACH| 550.00000 2200.00| 862.00000 3448.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0470 619A005 1.000 EACH| 700.00000 700.00| 1030.00000 1030.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0480 619A007 2.000 EACH| 1100.00000 2200.00| 1400.00000 2800.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0490 619A101 22.000 EACH| 350.00000 7700.00| 580.00000 12760.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 619A102 2.000 EACH| 550.00000 1100.00| 690.00000 1380.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0510 619B018 7.000 EACH| 600.00000 4200.00| 750.00000 5250.00| 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0520 619B019 2.000 EACH| 900.00000 1800.00| 1040.00000 2080.00| 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -23 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 10 ) 20048 |( 11 ) 13093 |( ) |TRIPLE C CONSTRUCTION |MCDONALD CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 619B020 2.000 EACH| 1000.00000 2000.00| 1437.00000 2874.00| 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0540 620A000 1.000 CUYD| 1000.00000 1000.00| 1200.00000 1200.00| Minor Structure Concrete | | | 0550 621A005 5.000 EACH| 2200.00000 11000.00| 2130.00000 10650.00| Junction Boxes, Type 1 | | | 0560 621A022 1.000 EACH| 4000.00000 4000.00| 2900.00000 2900.00| Junction Boxes, Type 1 (Modified) | | | 0570 621B005 6.000 EACH| 550.00000 3300.00| 825.00000 4950.00| Junction Box Units, Type 1 | | | 0580 621C020 14.000 EACH| 2650.00000 37100.00| 1900.00000 26600.00| Inlets, Type Y | | | 0590 621C101 2.000 EACH| 5000.00000 10000.00| 5175.00000 10350.00| Inlets, Type GH (Modified) | | | 0600 621D019 15.000 EACH| 450.00000 6750.00| 550.00000 8250.00| Inlet Units, Type Y | | | 0610 621I001 2.000 EACH| 5000.00000 10000.00| 7000.00000 14000.00| Stilling Basins, Type 1 | | | 0620 621I002 1.000 EACH| 10000.00000 10000.00| 9500.00000 9500.00| Stilling Basins, Type 2 | | | 0630 637A001 11841.000 LF | 3.00000 35523.00| 5.50000 65125.50| Fence Reset (Includes All Types) | | | 0640 650B000 30879.000 CUYD| 2.50000 77197.50| 4.20000 129691.80| Topsoil From Stockpiles | | | 0650 651B000 120.000 TON | 26.00000 3120.00| 30.00000 3600.00| Agricultural Limestone | | | 0660 651C000 10.000 TON | 150.00000 1500.00| 173.00000 1730.00| 8-8-8 Commercial Fertilizer | | | 0670 651F000 2.000 TON | 200.00000 400.00| 230.00000 460.00| Ammonium Nitrate | | | 0680 652A061 58.000 ACRE| 350.00000 20300.00| 410.00000 23780.00| Seeding (Mix 3E) | | | 0690 652C000 58.000 ACRE| 7.00000 406.00| 9.00000 522.00| Mowing | | | 0700 654A001 354.000 SQYD| 2.15000 761.10| 2.75000 973.50| Solid Sodding (Bermuda) | | | 0710 656A000 58.000 ACRE| 310.00000 17980.00| 358.00000 20764.00| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -24 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 10 ) 20048 |( 11 ) 13093 |( ) |TRIPLE C CONSTRUCTION |MCDONALD CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 665A000 28.000 ACRE| 216.00000 6048.00| 248.00000 6944.00| Temporary Seeding | | | 0730 665B000 28.000 ACRE| 216.00000 6048.00| 248.00000 6944.00| Temporary Mulching | | | 0740 665F000 765.000 EACH| 3.35000 2562.75| 3.90000 2983.50| Hay Bales | | | 0750 665G000 765.000 EACH| 6.00000 4590.00| 5.00000 3825.00| Sand Bags | | | 0760 665I000 225.000 TON | 24.00000 5400.00| 28.00000 6300.00| Temporary Riprap, Class 2 | | | 0770 665J000 15350.000 LF | 2.86000 43901.00| 3.30000 50655.00| Silt Fence, Type A | | | 0780 665K000 450.000 CUYD| 10.00000 4500.00| 22.00000 9900.00| Drainage Sump Excavation | | | 0790 666A001 58.000 ACRE| 2.00000 116.00| 2.35000 136.30| Pest Control Treatment | | | 0800 680A000 LUMP| 30000.00000 30000.00| 45000.00000 45000.00| Engineering Controls | | | 0810 701A031 1.000 MILE| 1500.00000 1500.00| 1450.00000 1450.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0820 701A035 1.000 MILE| 1500.00000 1500.00| 1700.00000 1700.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0830 701C001 1.000 MILE| 500.00000 500.00| 580.00000 580.00| Solid Temporary Traffic Stripe | | | 0840 701D007 1.000 MILE| 1500.00000 1500.00| 1700.00000 1700.00| Solid Traffic Stripe Removed (Paint) | | | 0850 726C001 170.000 LF | 40.00000 6800.00| 15.00000 2550.00| State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 0860 740B000 1078.000 SQFT| 14.00000 15092.00| 11.95000 12882.10| Construction Signs | | | 0870 740D000 150.000 EACH| 65.00000 9750.00| 80.00000 12000.00| Channelizing Drums | | | 0880 740E000 150.000 EACH| 30.00000 4500.00| 25.00000 3750.00| Cones (36 Inches High) | | | 0890 740F002 32.000 EACH| 350.00000 11200.00| 230.00000 7360.00| Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 011 -25 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020426011 COUNTIES : COVINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 10 ) 20048 |( 11 ) 13093 |( ) |TRIPLE C CONSTRUCTION |MCDONALD CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 740I005 16.000 EACH| 450.00000 7200.00| 452.00000 7232.00| Warning Lights, Type B (Detachable Head | | | 0910 740M001 150.000 EACH| 10.00000 1500.00| 6.30000 945.00| Ballast For Cone | | | 0920 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,232,543.29| $ 2,612,472.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,232,543.29| $ 2,612,472.55| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20020426030 COUNTIES : CHAMBERS LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-CN02(203) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#1053 from Union Hill to C.R.#1114 and on C.R.#1114 to S.R.#77 at Penton. Length - 3.872 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING CO., INC. $ 369,118.08 100.0000% 2 01018 APAC-ALABAMA, INC. $ 410,907.86 111.3215% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020426030 COUNTIES : CHAMBERS LETTING DATE : 04/26/02 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 405A000 2730.000 GAL | 1.20000 3276.00| 0.81000 2211.30| Tack Coat | | | 0020 424A340 2625.000 TON | 38.24000 100380.00| 36.60000 96075.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A346 1364.000 TON | 20.16000 27498.24| 30.00000 40920.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424B636 4772.000 TON | 32.42000 154708.24| 34.55000 164872.60| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0050 424B640 100.000 TON | 10.00000 1000.00| 70.00000 7000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C351 740.000 TON | 20.16000 14918.40| 37.75000 27935.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 430B043 1126.000 TON | 5.00000 5630.00| 20.46000 23037.96| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 26092.00000 26092.00| 16200.00000 16200.00| Mobilization | | | 0090 701A031 9.000 MILE| 1050.00000 9450.00| 1050.00000 9450.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 6.000 MILE| 1150.00000 6900.00| 1150.00000 6900.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 3.000 MILE| 890.00000 2670.00| 890.00000 2670.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 6.000 MILE| 280.00000 1680.00| 280.00000 1680.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020426030 COUNTIES : CHAMBERS LETTING DATE : 04/26/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 12.000 MILE| 360.00000 4320.00| 360.00000 4320.00| Solid Temporary Traffic Stripe | | | 0140 703A002 120.000 SQFT| 2.70000 324.00| 2.70000 324.00| Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 113.000 EACH| 5.20000 587.60| 5.20000 587.60| Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 384.000 EACH| 5.40000 2073.60| 5.40000 2073.60| Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 186.000 SQFT| 10.00000 1860.00| 7.80000 1450.80| Construction Signs | | | 0180 740O000 1.000 EACH| 5750.00000 5750.00| 3200.00000 3200.00| Pilot Car | | | SECTION TOTALS | $ 369,118.08| $ 410,907.86| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,118.08| $ 410,907.86| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20020426031 COUNTIES : MARION LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-CN02(204) for constructing the Widening, Resurfacing, and Traffic STPAA-4723(200) Stripe on C.R.#11 from S.R.#17 to S.R.#19 west of Hamilton and on C.R.#79 from S.R.#13 to the Franklin county line. Length = 5.7 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 524,547.91 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 568,732.79 108.4234% 3 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 580,558.21 110.6778% 4 18031 ROGERS GROUP, INC. $ 602,876.80 114.9326% 5 19074 S & M EQUIPMENT CO., INC. $ 610,059.11 116.3019% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020426031 COUNTIES : MARION LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( 3 ) 20011 |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 7.000 SQYD| 88.42000 618.94| 87.06000 609.42| 30.00000 210.00 Removing Concrete Driveway | | | 0020 206D001 163.000 LF | 2.04000 332.52| 2.32000 378.16| 1.00000 163.00 Removing Guardrail | | | 0030 206E008 4.000 EACH| 122.40000 489.60| 290.20000 1160.80| 100.00000 400.00 Removing Guardrail End Anchor (All Type | | | 0040 210D001 2632.000 CUYD| 11.92000 31373.44| 14.51000 38190.32| 12.00000 31584.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 35.000 CUYD| 25.50000 892.50| 17.41000 609.35| 5.00000 175.00 Structure Excavation | | | 0060 214B001 19.000 CUYD| 26.80000 509.20| 29.02000 551.38| 25.00000 475.00 Foundation Backfill, Commercial | | | 0070 405A000 2391.000 GAL | 0.90000 2151.90| 0.81000 1936.71| 1.14000 2725.74 Tack Coat | | | 0080 424A341 3342.000 TON | 34.38000 114897.96| 35.80000 119643.60| 39.00000 130338.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0090 424B644 750.000 TON | 35.05000 26287.50| 34.11000 25582.50| 37.13000 27847.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 424C351 997.000 TON | 37.99000 37876.03| 36.76000 36649.72| 37.28000 37168.16 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 429A201 2964.000 TON | 35.82000 106170.48| 35.56000 105399.84| 38.66000 114588.24 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B209 800.000 TON | 36.33000 29064.00| 33.82000 27056.00| 36.82000 29456.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429C211 707.000 TON | 40.43000 28584.01| 36.31000 25671.17| 37.21000 26307.47 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020426031 COUNTIES : MARION LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( 3 ) 20011 |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 430B040 1581.000 TON | 15.52000 24537.12| 15.78000 24948.18| 20.00000 31620.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0150 502A000 12345.000 LB | 1.02000 12591.90| 0.87000 10740.15| 0.60000 7407.00 Steel Reinforcement | | | 0160 524B011 79.000 CUYD| 562.28000 44420.12| 812.54000 64190.66| 500.00000 39500.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0170 600A000 LUMP| 7239.64000 7239.64| 13607.47000 13607.47| 40000.00000 40000.00 Mobilization | | | 0180 630A001 301.000 LF | 12.75000 3837.75| 17.41000 5240.41| 12.50000 3762.50 Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C050 2.000 EACH| 1479.00000 2958.00| 2089.41000 4178.82| 1450.00000 2900.00 Guardrail End Anchor, Type 20 Series | | | 0200 658A001 2.000 ACRE| 1530.00000 3060.00| 2901.97000 5803.94| 1500.00000 3000.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0210 665F000 100.000 EACH| 10.25000 1025.00| 6.96000 696.00| 5.00000 500.00 Hay Bales | | | 0220 665J001 1400.000 LF | 1.67000 2338.00| 6.96000 9744.00| 5.00000 7000.00 Silt Fence, Type B | | | 0230 701A031 13.000 MILE| 958.80000 12464.40| 1031.12000 13404.56| 940.00000 12220.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0240 701A035 8.000 MILE| 1101.60000 8812.80| 1184.70000 9477.60| 1080.00000 8640.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0250 701A045 3.000 MILE| 632.40000 1897.20| 680.10000 2040.30| 620.00000 1860.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0260 701C000 6.000 MILE| 326.40000 1958.40| 351.02000 2106.12| 320.00000 1920.00 Broken Temporary Traffic Stripe | | | 0270 701C001 12.000 MILE| 346.80000 4161.60| 372.96000 4475.52| 340.00000 4080.00 Solid Temporary Traffic Stripe | | | 0280 703A002 1918.000 SQFT| 1.73000 3318.14| 1.87000 3586.66| 1.70000 3260.60 Traffic Control Markings, Class 2, Type | | | A | | | 0290 703B002 273.000 SQFT| 2.65000 723.45| 2.86000 780.78| 2.60000 709.80 Traffic Control Legends, Class 2, Type | | | 0300 705A032 189.000 EACH| 4.79000 905.31| 5.15000 973.35| 4.70000 888.30 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020426031 COUNTIES : MARION LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( 3 ) 20011 |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 705A037 1131.000 EACH| 5.00000 5655.00| 5.37000 6073.47| 4.90000 5541.90 Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 391.000 SQFT| 7.50000 2932.50| 8.13000 3178.83| 10.00000 3910.00 Construction Signs | | | 0330 740E000 50.000 EACH| 5.68000 284.00| 0.58000 29.00| 5.00000 250.00 Cones (36 Inches High) | | | 0340 740M001 50.000 EACH| 3.59000 179.50| 0.36000 18.00| 3.00000 150.00 Ballast For Cone | | | SECTION TOTALS | $ 524,547.91| $ 568,732.79| $ 580,558.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 524,547.91| $ 568,732.79| $ 580,558.21 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020426031 COUNTIES : MARION LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18031 |( 5 ) 19074 |( ) |ROGERS GROUP, 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 206C010 7.000 SQYD| 35.00000 245.00| 30.00000 210.00| Removing Concrete Driveway | | | 0020 206D001 163.000 LF | 2.00000 326.00| 2.30000 374.90| Removing Guardrail | | | 0030 206E008 4.000 EACH| 120.00000 480.00| 143.75000 575.00| Removing Guardrail End Anchor (All Type | | | 0040 210D001 2632.000 CUYD| 9.50000 25004.00| 12.50000 32900.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 35.000 CUYD| 35.00000 1225.00| 30.00000 1050.00| Structure Excavation | | | 0060 214B001 19.000 CUYD| 40.00000 760.00| 40.00000 760.00| Foundation Backfill, Commercial | | | 0070 405A000 2391.000 GAL | 2.00000 4782.00| 1.50000 3586.50| Tack Coat | | | 0080 424A341 3342.000 TON | 45.00000 150390.00| 38.00000 126996.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0090 424B644 750.000 TON | 44.00000 33000.00| 45.00000 33750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 424C351 997.000 TON | 39.00000 38883.00| 45.00000 44865.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 429A201 2964.000 TON | 45.00000 133380.00| 39.00000 115596.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B209 800.000 TON | 44.00000 35200.00| 45.00000 36000.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429C211 707.000 TON | 39.00000 27573.00| 45.00000 31815.00| Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 031 -6 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020426031 COUNTIES : MARION LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18031 |( 5 ) 19074 |( ) |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 430B040 1581.000 TON | 17.00000 26877.00| 15.00000 23715.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0150 502A000 12345.000 LB | 1.26000 15554.70| 1.50000 18517.50| Steel Reinforcement | | | 0160 524B011 79.000 CUYD| 500.00000 39500.00| 450.00000 35550.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0170 600A000 LUMP| 10754.00000 10754.00| 35000.00000 35000.00| Mobilization | | | 0180 630A001 301.000 LF | 12.50000 3762.50| 14.38000 4328.38| Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C050 2.000 EACH| 1450.00000 2900.00| 1897.50000 3795.00| Guardrail End Anchor, Type 20 Series | | | 0200 658A001 2.000 ACRE| 1500.00000 3000.00| 2500.00000 5000.00| Hydro-Seeding & Mulching (Mix 1E) | | | 0210 665F000 100.000 EACH| 10.00000 1000.00| 6.50000 650.00| Hay Bales | | | 0220 665J001 1400.000 LF | 3.50000 4900.00| 4.00000 5600.00| Silt Fence, Type B | | | 0230 701A031 13.000 MILE| 940.00000 12220.00| 1081.00000 14053.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0240 701A035 8.000 MILE| 1080.00000 8640.00| 1242.00000 9936.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0250 701A045 3.000 MILE| 620.00000 1860.00| 713.00000 2139.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0260 701C000 6.000 MILE| 320.00000 1920.00| 368.00000 2208.00| Broken Temporary Traffic Stripe | | | 0270 701C001 12.000 MILE| 340.00000 4080.00| 391.00000 4692.00| Solid Temporary Traffic Stripe | | | 0280 703A002 1918.000 SQFT| 1.70000 3260.60| 1.96000 3759.28| Traffic Control Markings, Class 2, Type | | | A | | | 0290 703B002 273.000 SQFT| 2.60000 709.80| 2.99000 816.27| Traffic Control Legends, Class 2, Type | | | 0300 705A032 189.000 EACH| 4.70000 888.30| 5.41000 1022.49| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 031 -7 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020426031 COUNTIES : MARION LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18031 |( 5 ) 19074 |( ) |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 705A037 1131.000 EACH| 4.90000 5541.90| 5.64000 6378.84| Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 391.000 SQFT| 10.00000 3910.00| 8.45000 3303.95| Construction Signs | | | 0330 740E000 50.000 EACH| 5.00000 250.00| 14.84000 742.00| Cones (36 Inches High) | | | 0340 740M001 50.000 EACH| 2.00000 100.00| 7.48000 374.00| Ballast For Cone | | | SECTION TOTALS | $ 602,876.80| $ 610,059.11| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 602,876.80| $ 610,059.11| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20020426032 COUNTIES : JEFFERSON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-0123(505) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#79 from C.R.#1634 (Sunrise Drive) to north of C.R.#141 in Pinson. Length 2.969 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 698,534.97 100.0000% 2 01018 APAC-ALABAMA, INC. $ 753,351.25 107.8473% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 952,830.41 136.4041% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020426032 COUNTIES : JEFFERSON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C025 968.000 SQYD| 1.08000 1045.44| 8.05000 7792.40| 10.00000 9680.00 Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 405A000 4163.000 GAL | 0.87000 3621.81| 1.25000 5203.75| 2.00000 8326.00 Tack Coat | | | 0030 408A051 138640.000 SQYD| 0.55000 76252.00| 0.63000 87343.20| 0.75000 103980.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 424A361 10821.000 TON | 29.83000 322790.43| 30.29000 327768.09| 39.06000 422668.26 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A366 900.000 TON | 31.20000 28080.00| 31.66000 28494.00| 42.00000 37800.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A370 624.000 TON | 33.00000 20592.00| 34.33000 21421.92| 42.00000 26208.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B656 1500.000 TON | 36.54000 54810.00| 50.39000 75585.00| 52.00000 78000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 12726.77000 12726.77| 26622.00000 26622.00| 58934.00000 58934.00 Mobilization | | | 0090 665F000 50.000 EACH| 0.12000 6.00| 6.00000 300.00| 4.00000 200.00 Hay Bales | | | 0100 665J000 150.000 LF | 0.12000 18.00| 5.00000 750.00| 3.00000 450.00 Silt Fence, Type A | | | 0110 701C000 8.000 MILE| 350.89000 2807.12| 326.40000 2611.20| 320.00000 2560.00 Broken Temporary Traffic Stripe | | | 0120 701C001 3.000 MILE| 372.82000 1118.46| 346.80000 1040.40| 340.00000 1020.00 Solid Temporary Traffic Stripe | | | 0130 702A040 8.000 MILE| 2077.94000 16623.52| 1932.90000 15463.20| 1895.00000 15160.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020426032 COUNTIES : JEFFERSON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 702A041 8.000 MILE| 4271.01000 34168.08| 3972.90000 31783.20| 3895.00000 31160.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A043 8.000 MILE| 4271.01000 34168.08| 3972.90000 31783.20| 3895.00000 31160.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702B011 6913.000 LF | 1.71000 11821.23| 1.58000 10922.54| 1.55000 10715.15 Dotted Profiled Traffic Stripe (6" Wide | | | 0170 703A002 13168.000 SQFT| 1.98000 26072.64| 1.84000 24229.12| 1.80000 23702.40 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 586.000 SQFT| 3.08000 1804.88| 2.86000 1675.96| 2.80000 1640.80 Traffic Control Legends, Class 2, Type | | | 0190 703D001 1108.000 SQFT| 1.10000 1218.80| 1.02000 1130.16| 1.00000 1108.00 Temporary Traffic Control Markings | | | 0200 705A030 179.000 EACH| 5.27000 943.33| 4.90000 877.10| 4.80000 859.20 Pavement Markers, Class A-H, Type 2-C | | | 0210 705A031 603.000 EACH| 5.05000 3045.15| 4.69000 2828.07| 4.60000 2773.80 Pavement Markers, Class A-H, Type 1-A | | | 0220 705A032 456.000 EACH| 5.05000 2302.80| 4.69000 2138.64| 4.60000 2097.60 Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 84.000 EACH| 5.27000 442.68| 4.90000 411.60| 4.80000 403.20 Pavement Markers, Class A-H, Type 2-D | | | 0240 705A038 225.000 EACH| 5.27000 1185.75| 4.90000 1102.50| 4.80000 1080.00 Pavement Markers, Class A-H, Type 2-E | | | 0250 730H001 10656.000 LF | 2.58000 27492.48| 2.30000 24508.80| 5.50000 58608.00 Loop Wire | | | 0260 730I001 800.000 LF | 1.10000 880.00| 1.05000 840.00| 3.75000 3000.00 Loop Detector Lead-In-Cable | | | 0270 740B000 1110.000 SQFT| 8.12000 9013.20| 7.60000 8436.00| 8.00000 8880.00 Construction Signs | | | 0280 740C000 64.000 SQFT| 9.28000 593.92| 8.10000 518.40| 8.00000 512.00 Special Construction Signs | | | 0290 740E000 376.000 EACH| 3.48000 1308.48| 12.70000 4775.20| 12.50000 4700.00 Cones (36 Inches High) | | | 0300 740M001 376.000 EACH| 2.32000 872.32| 8.10000 3045.60| 6.50000 2444.00 Ballast For Cone | | | 0310 741C010 2.000 EACH| 354.80000 709.60| 975.00000 1950.00| 1500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 698,534.97| $ 753,351.25| $ 952,830.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 698,534.97| $ 753,351.25| $ 952,830.41 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20020426034 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0201(524) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#75 from Second Avenue West to north of Armory Drive in Oneonta. Length 1.910 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 435,783.18 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 450,151.73 103.2972% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020426034 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 04013 |( ) |WHITAKER CONTRACTING CORPOR |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2401.000 GAL | 1.25000 3001.25| 1.06000 2545.06| Tack Coat | | | 0020 408A051 71380.000 SQYD| 0.61000 43541.80| 0.77000 54962.60| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 408A052 8646.000 SQYD| 0.78000 6743.88| 1.55000 13401.30| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 6603.000 TON | 37.65000 248602.95| 39.94000 263723.82| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 600A000 LUMP| 35000.00000 35000.00| 5401.03000 5401.03| Mobilization | | | 0060 665F000 50.000 EACH| 1.00000 50.00| 0.14000 7.00| Hay Bales | | | 0070 665J000 150.000 LF | 1.50000 225.00| 0.14000 21.00| Silt Fence, Type A | | | 0080 701C000 6.000 MILE| 320.00000 1920.00| 428.11000 2568.66| Broken Temporary Traffic Stripe | | | 0090 701C001 4.000 MILE| 340.00000 1360.00| 454.87000 1819.48| Solid Temporary Traffic Stripe | | | 0100 702A040 4.000 MILE| 1995.00000 7980.00| 2669.00000 10676.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0110 702A041 2.000 MILE| 3995.00000 7990.00| 5344.68000 10689.36| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0120 702A042 3.000 MILE| 1995.00000 5985.00| 2668.99000 8006.97| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0130 702A043 4.000 MILE| 3995.00000 15980.00| 5344.68000 21378.72| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0140 702B011 1352.000 LF | 1.85000 2501.20| 2.48000 3352.96| Dotted Profiled Traffic Stripe (6" Wide | | | 0150 703A002 4929.000 SQFT| 1.80000 8872.20| 2.41000 11878.89| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020426034 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 04013 |( ) |WHITAKER CONTRACTING CORPOR |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 703B002 269.000 SQFT| 2.60000 699.40| 3.48000 936.12| Traffic Control Legends, Class 2, Type | | | 0170 703D001 1508.000 SQFT| 1.00000 1508.00| 1.34000 2020.72| Temporary Traffic Control Markings | | | 0180 705A030 56.000 EACH| 5.25000 294.00| 7.04000 394.24| Pavement Markers, Class A-H, Type 2-C | | | 0190 705A031 253.000 EACH| 5.00000 1265.00| 6.70000 1695.10| Pavement Markers, Class A-H, Type 1-A | | | 0200 705A032 179.000 EACH| 5.00000 895.00| 6.70000 1199.30| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 234.000 EACH| 5.25000 1228.50| 7.02000 1642.68| Pavement Markers, Class A-H, Type 2-D | | | 0220 705A038 16.000 EACH| 5.25000 84.00| 7.02000 112.32| Pavement Markers, Class A-H, Type 2-E | | | 0230 730H001 6572.000 LF | 3.50000 23002.00| 3.14000 20636.08| Loop Wire | | | 0240 730I001 625.000 LF | 1.00000 625.00| 1.34000 837.50| Loop Detector Lead-In-Cable | | | 0250 740B000 613.000 SQFT| 8.00000 4904.00| 9.91000 6074.83| Construction Signs | | | 0260 740E000 455.000 EACH| 10.00000 4550.00| 4.96000 2256.80| Cones (36 Inches High) | | | 0270 740M001 455.000 EACH| 5.00000 2275.00| 3.19000 1451.45| Ballast For Cone | | | 0280 741C010 1.000 EACH| 4700.00000 4700.00| 461.74000 461.74| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 435,783.18| $ 450,151.73| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 435,783.18| $ 450,151.73| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20020426035 COUNTIES : JACKSON DEKALB LETTING DATE : 04/26/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0203(514) for constructing the Planing, Resurfacing and Traffic Stripe STPAA-0204(507) on S.R.#117 from S.R.#75 in Ider to S.R.#71 in Flat Rock. Length 5.420 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 976,649.61 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 1,001,018.45 102.4951% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020426035 COUNTIES : JACKSON DEKALB LETTING DATE : 04/26/02 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 209A000 2.000 EACH| 50.00000 100.00| 100.00000 200.00| Mailbox Reset, Single | | | 0020 405A000 2886.000 GAL | 0.96000 2770.56| 1.00000 2886.00| Tack Coat | | | 0030 408A052 82420.000 SQYD| 0.48000 39561.60| 0.45000 37089.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 600.000 SQYD| 2.35000 1410.00| 0.85000 510.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410B000 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| State Furnished Profilograph | | | 0060 424A361 7934.000 TON | 34.45000 273326.30| 36.50000 289591.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B651 14425.000 TON | 29.45000 424816.25| 29.20000 421210.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B659 100.000 TON | 34.75000 3475.00| 45.00000 4500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424C370 1909.000 TON | 29.45000 56220.05| 30.65000 58510.85| Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 430B004 6995.000 TON | 14.95000 104575.25| 15.00000 104925.00| Aggregate Surfacing (ALDOT #810) | | | 0110 600A000 LUMP| 16750.00000 16750.00| 25000.00000 25000.00| Mobilization | | | 0120 701A028 12.000 MILE| 1160.00000 13920.00| 1160.00000 13920.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A046 5.000 MILE| 790.00000 3950.00| 790.00000 3950.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020426035 COUNTIES : JACKSON DEKALB LETTING DATE : 04/26/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A048 5.000 MILE| 1450.00000 7250.00| 1450.00000 7250.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701C000 10.000 MILE| 320.00000 3200.00| 320.00000 3200.00| Broken Temporary Traffic Stripe | | | 0160 701C001 34.000 MILE| 340.00000 11560.00| 340.00000 11560.00| Solid Temporary Traffic Stripe | | | 0170 703A002 2590.000 SQFT| 1.60000 4144.00| 1.60000 4144.00| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 46.000 SQFT| 2.60000 119.60| 2.60000 119.60| Traffic Control Legends, Class 2, Type | | | 0190 705A032 215.000 EACH| 4.60000 989.00| 4.60000 989.00| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 500.000 EACH| 4.80000 2400.00| 4.80000 2400.00| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 608.000 SQFT| 7.75000 4712.00| 8.00000 4864.00| Construction Signs | | | 0220 740E000 200.000 EACH| 1.00000 200.00| 10.00000 2000.00| Cones (36 Inches High) | | | 0230 740M001 200.000 EACH| 1.00000 200.00| 1.00000 200.00| Ballast For Cone | | | SECTION TOTALS | $ 976,649.61| $ 1,001,018.45| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 976,649.61| $ 1,001,018.45| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20020426036 COUNTIES : COFFEE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0204(506) for constructing the Widening, Resurfacing, and Traffic 99-407-162-167-201 Stripe on S.R.#167 from U.S.#84 in Enterprise to the Pea River relief bridge. Length - 10.037 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,187,796.86 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 1,336,155.19 112.4902% 3 01018 APAC-ALABAMA, INC. $ 1,351,934.04 113.8186% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020426036 COUNTIES : COFFEE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 02032 |( 3 ) 01018 |WIREGRASS CONSTRUCTION COMP |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 206C010 276.000 SQYD| 15.00000 4140.00| 20.00000 5520.00| 8.00000 2208.00 Removing Concrete Driveway | | | 0020 209A000 4.000 EACH| 125.00000 500.00| 50.00000 200.00| 200.00000 800.00 Mailbox Reset, Single | | | 0030 210D021 1963.000 CUYD| 2.00000 3926.00| 4.00000 7852.00| 10.00000 19630.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 212A000 1060.000 STA | 20.75000 21995.00| 35.00000 37100.00| 14.60000 15476.00 Machine Grading Shoulders | | | 0050 401B100 175650.000 SQYD| 0.67000 117685.50| 0.58000 101877.00| 0.53000 93094.50 Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 6618.000 GAL | 1.25000 8272.50| 1.25000 8272.50| 1.41000 9331.38 Tack Coat | | | 0070 408A052 667.000 SQYD| 2.50000 1667.50| 3.75000 2501.25| 5.00000 3335.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 424A361 15949.000 TON | 28.65000 456938.85| 34.06000 543222.94| 36.10000 575758.90 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 5000.000 TON | 24.50000 122500.00| 35.47000 177350.00| 35.95000 179750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B663 8244.000 TON | 31.15000 256800.60| 32.98000 271887.12| 35.00000 288540.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 428B000 105996.000 LF | 0.06000 6359.76| 0.08000 8479.68| 0.01000 1059.96 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0120 600A000 LUMP| 27500.00000 27500.00| 10000.00000 10000.00| 13052.00000 13052.00 Mobilization | | | 0130 618B002 195.000 SQYD| 40.00000 7800.00| 35.00000 6825.00| 38.00000 7410.00 Concrete Driveway, 6" Thick | | | 0140 652A061 37.000 ACRE| 345.00000 12765.00| 348.00000 12876.00| 340.00000 12580.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020426036 COUNTIES : COFFEE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 02032 |( 3 ) 01018 |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 656A001 37.000 ACRE| 345.00000 12765.00| 348.00000 12876.00| 330.00000 12210.00 Mulching, Class A, Type 2 | | | 0160 665F000 500.000 EACH| 3.75000 1875.00| 3.75000 1875.00| 3.25000 1625.00 Hay Bales | | | 0170 665J000 1000.000 LF | 2.85000 2850.00| 2.90000 2900.00| 2.70000 2700.00 Silt Fence, Type A | | | 0180 680A000 LUMP| 1500.00000 1500.00| 10000.00000 10000.00| 1000.00000 1000.00 Engineering Controls | | | 0190 701A028 20.000 MILE| 1130.00000 22600.00| 1125.00000 22500.00| 1130.00000 22600.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A046 8.000 MILE| 780.00000 6240.00| 800.00000 6400.00| 780.00000 6240.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 7.000 MILE| 1420.00000 9940.00| 1375.00000 9625.00| 1420.00000 9940.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701B009 1400.000 LF | 0.50000 700.00| 0.55000 770.00| 0.50000 700.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0230 701C000 8.000 MILE| 250.00000 2000.00| 255.00000 2040.00| 250.00000 2000.00 Broken Temporary Traffic Stripe | | | 0240 701C001 27.000 MILE| 270.00000 7290.00| 270.00000 7290.00| 270.00000 7290.00 Solid Temporary Traffic Stripe | | | 0250 701D007 1.000 MILE| 1300.00000 1300.00| 1200.00000 1200.00| 1300.00000 1300.00 Solid Traffic Stripe Removed (Paint) | | | 0260 701D008 1.000 MILE| 1300.00000 1300.00| 1350.00000 1350.00| 1300.00000 1300.00 Solid Traffic Stripe Removed (Plastic) | | | 0270 701D014 1.000 MILE| 1200.00000 1200.00| 895.00000 895.00| 1200.00000 1200.00 Broken Traffic Stripe Removed (Paint) | | | 0280 701D015 1.000 MILE| 1200.00000 1200.00| 900.00000 900.00| 1200.00000 1200.00 Broken Traffic Stripe Removed (Plastic) | | | 0290 701G125 1340.000 LF | 2.80000 3752.00| 3.15000 4221.00| 2.80000 3752.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0300 701G129 1340.000 LF | 1.16000 1554.40| 1.35000 1809.00| 1.16000 1554.40 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0310 701G133 1340.000 LF | 2.97000 3979.80| 3.40000 4556.00| 2.97000 3979.80 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020426036 COUNTIES : COFFEE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 02032 |( 3 ) 01018 |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 703A002 11374.000 SQFT| 1.60000 18198.40| 1.55000 17629.70| 1.60000 18198.40 Traffic Control Markings, Class 2, Type | | | A | | | 0330 703B002 583.000 SQFT| 1.85000 1078.55| 2.60000 1515.80| 1.85000 1078.55 Traffic Control Legends, Class 2, Type | | | 0340 703D001 10744.000 SQFT| 0.50000 5372.00| 0.55000 5909.20| 0.50000 5372.00 Temporary Traffic Control Markings | | | 0350 705A030 50.000 EACH| 4.80000 240.00| 4.60000 230.00| 4.80000 240.00 Pavement Markers, Class A-H, Type 2-C | | | 0360 705A031 250.000 EACH| 4.60000 1150.00| 4.50000 1125.00| 4.60000 1150.00 Pavement Markers, Class A-H, Type 1-A | | | 0370 705A032 825.000 EACH| 4.60000 3795.00| 4.50000 3712.50| 4.60000 3795.00 Pavement Markers, Class A-H, Type 1-B | | | 0380 705A037 545.000 EACH| 4.80000 2616.00| 4.50000 2452.50| 4.80000 2616.00 Pavement Markers, Class A-H, Type 2-D | | | 0390 705A038 1040.000 EACH| 4.80000 4992.00| 4.50000 4680.00| 4.80000 4992.00 Pavement Markers, Class A-H, Type 2-E | | | 0400 705A039 570.000 EACH| 4.80000 2736.00| 4.60000 2622.00| 4.80000 2736.00 Pavement Markers, Class A-H, Type 2-A | | | 0410 740B000 1141.000 SQFT| 12.00000 13692.00| 8.00000 9128.00| 7.35000 8386.35 Construction Signs | | | 0420 740E000 80.000 EACH| 10.00000 800.00| 5.00000 400.00| 5.88000 470.40 Cones (36 Inches High) | | | 0430 740M001 80.000 EACH| 6.00000 480.00| 1.00000 80.00| 3.53000 282.40 Ballast For Cone | | | 0440 740O000 1.000 EACH| 1750.00000 1750.00| 1500.00000 1500.00| 0.00000 0.00 Pilot Car | | | SECTION TOTALS | $ 1,187,796.86| $ 1,336,155.19| $ 1,351,934.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,187,796.86| $ 1,336,155.19| $ 1,351,934.04 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20020426037 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0204(510) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#70 from S.R.#3 (U.S.#31) in Calera (MP 0.000) to MP 2.200. Length 2.200 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 143,430.39 100.0000% 2 01018 APAC-ALABAMA, INC. $ 234,354.36 163.3924% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020426037 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 2.000 EACH| 138.67000 277.34| 479.07000 958.14| Mailbox Reset, Single | | | 0020 405A000 1000.000 GAL | 0.97000 970.00| 1.18000 1180.00| Tack Coat | | | 0030 408A052 33274.000 SQYD| 0.27000 8983.98| 1.29000 42923.46| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 2497.000 TON | 33.55000 83774.35| 36.64000 91490.08| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A367 200.000 TON | 42.15000 8430.00| 71.80000 14360.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B656 300.000 TON | 40.93000 12279.00| 129.93000 38979.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 3089.96000 3089.96| 15091.98000 15091.98| Mobilization | | | 0080 665F000 50.000 EACH| 1.30000 65.00| 11.89000 594.50| Hay Bales | | | 0090 665J000 150.000 LF | 0.01000 1.50| 10.26000 1539.00| Silt Fence, Type A | | | 0100 701A028 5.000 MILE| 1461.72000 7308.60| 1320.00000 6600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A046 2.000 MILE| 1035.39000 2070.78| 935.00000 1870.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 2.000 MILE| 1705.34000 3410.68| 1540.00000 3080.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 415.000 LF | 0.73000 302.95| 0.66000 273.90| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020426037 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 2.000 MILE| 304.53000 609.06| 275.00000 550.00| Broken Temporary Traffic Stripe | | | 0150 701C001 2.000 MILE| 365.43000 730.86| 330.00000 660.00| Solid Temporary Traffic Stripe | | | 0160 703A002 311.000 SQFT| 1.95000 606.45| 1.76000 547.36| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 156.000 SQFT| 1.95000 304.20| 1.76000 274.56| Traffic Control Legends, Class 2, Type | | | 0180 703D001 120.000 SQFT| 1.22000 146.40| 1.10000 132.00| Temporary Traffic Control Markings | | | 0190 705A032 32.000 EACH| 5.18000 165.76| 4.68000 149.76| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 197.000 EACH| 5.18000 1020.46| 4.68000 921.96| Pavement Markers, Class A-H, Type 2-D | | | 0210 730H001 960.000 LF | 2.86000 2745.60| 3.85000 3696.00| Loop Wire | | | 0220 730I001 75.000 LF | 1.22000 91.50| 1.10000 82.50| Loop Detector Lead-In-Cable | | | 0230 740B000 227.000 SQFT| 7.78000 1766.06| 7.70000 1747.90| Construction Signs | | | 0240 740E000 254.000 EACH| 9.07000 2303.78| 16.81000 4269.74| Cones (36 Inches High) | | | 0250 740M001 254.000 EACH| 7.78000 1976.12| 9.38000 2382.52| Ballast For Cone | | | SECTION TOTALS | $ 143,430.39| $ 234,354.36| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 143,430.39| $ 234,354.36| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 110 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACBR-257(009) for constructing the Drainage & Pavement and Bridge Removal on S.R.#17 (U.S.#45) over the abandoned railroad at Frieberg. Length - 0.833 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10026 JRD CONTRACTING, INC. $ 805,576.65 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 818,425.80 101.5950% 3 20023 TEN-T CORPORATION $ 883,486.65 109.6713% 4 20050 TOMLIN CONSTRUCTION, LLC $ 887,216.55 110.1343% 5 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 888,670.20 110.3148% 6 07001 S. A. GRAHAM COMPANY, INC. $ 916,180.45 113.7298% 7 20045 TAYLOR SERVICES, INC. $ 983,284.19 122.0597% 8 03081 CARDWELL CORPORATION $ 1,021,071.55 126.7504% 9 01039 JAMES H. ADAMS & SON CONSTRUCTION COMPANY, INC. $ 1,120,339.30 139.0730% 10 13008 MOBILE ASPHALT COMPANY, LLC $ 1,200,897.70 149.0731% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 23011 |( 3 ) 20023 |JRD CONTRACTING, INC. |HOSEA O. WEAVER & SONS, INC |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| 46209.00000 46209.00| 30223.00000 30223.00| 48000.00000 48000.00 Clearing & Grubbing (Approximately 15 | | | Acres) | | | 0020 206A000 LUMP| 43000.00000 43000.00| 36425.59000 36425.59| 75000.00000 75000.00 Removal Of Old Bridge, Station STA. | | | 44+20.00 | | | 0030 210A000 51442.000 CUYD| 2.50000 128605.00| 1.92000 98768.64| 2.25000 115744.50 Unclassified Excavation | | | 0040 210C000 1200.000 CUYD| 4.00000 4800.00| 5.42000 6504.00| 8.00000 9600.00 Muck Excavation | | | 0050 210D011 355.000 CUYD| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Borrow Excavation (A-4 or Better) | | | 0060 214A000 485.000 CUYD| 5.00000 2425.00| 5.44000 2638.40| 6.50000 3152.50 Structure Excavation | | | 0070 214B001 93.000 CUYD| 30.00000 2790.00| 32.61000 3032.73| 24.50000 2278.50 Foundation Backfill, Commercial | | | 0080 230A000 84.000 RBST| 200.00000 16800.00| 181.99000 15287.16| 250.00000 21000.00 Roadbed Processing | | | 0090 301A218 13545.000 SQYD| 3.50000 47407.50| 3.43000 46459.35| 3.95000 53502.75 Soil Aggregate Base Course, Type C, | | | Road Mixed, 5" Compacted Thickness | | | 0100 301A338 13946.000 SQYD| 2.50000 34865.00| 2.72000 37933.12| 2.25000 31378.50 Selected Soil Subbase Course, Type B, | | | Road Mixed, 5" Compacted Thickness | | | 0110 401A047 13533.000 SQYD| 0.60000 8119.80| 0.75000 10149.75| 0.65000 8796.45 Bituminous Treatment A, MC-70 | | | 0120 405A000 1016.000 GAL | 1.00000 1016.00| 1.00000 1016.00| 1.00000 1016.00 Tack Coat | | | 0130 424A360 924.000 TON | 40.00000 36960.00| 48.37000 44693.88| 41.00000 37884.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 200.000 TON | 41.00000 8200.00| 52.40000 10480.00| 41.50000 8300.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 1468.000 TON | 38.50000 56518.00| 44.73000 65663.64| 39.00000 57252.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 23011 |( 3 ) 20023 |JRD CONTRACTING, INC. |HOSEA O. WEAVER & SONS, INC |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 50.000 TON | 28.00000 1400.00| 125.00000 6250.00| 42.50000 2125.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B659 100.000 TON | 42.00000 4200.00| 85.00000 8500.00| 42.50000 4250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424C360 1826.000 TON | 37.50000 68475.00| 43.39000 79230.14| 38.25000 69844.50 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0190 428B000 9093.000 LF | 0.10000 909.30| 0.10000 909.30| 0.20000 1818.60 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0200 430B000 150.000 TON | 30.00000 4500.00| 22.58000 3387.00| 22.00000 3300.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 530A002 137.000 LF | 37.00000 5069.00| 31.13000 4264.81| 24.50000 3356.50 24" Roadway Pipe (Class 3 R.C.) | | | 0220 530A003 307.000 LF | 46.00000 14122.00| 38.86000 11930.02| 35.90000 11021.30 30" Roadway Pipe (Class 3 R.C.) | | | 0230 530A004 8.000 LF | 68.60000 548.80| 71.72000 573.76| 48.00000 384.00 36" Roadway Pipe (Class 3 R.C.) | | | 0240 530A005 39.000 LF | 87.00000 3393.00| 83.72000 3265.08| 59.50000 2320.50 42" Roadway Pipe (Class 3 R.C.) | | | 0250 530A008 66.000 LF | 140.00000 9240.00| 130.57000 8617.62| 129.00000 8514.00 60" Roadway Pipe (Class 3 R.C.) | | | 0260 600A000 LUMP| 51240.00000 51240.00| 32000.00000 32000.00| 68000.00000 68000.00 Mobilization | | | 0270 602A000 13.000 EACH| 75.00000 975.00| 136.70000 1777.10| 55.00000 715.00 Right Of Way Markers | | | 0280 606A000 500.000 LF | 6.00000 3000.00| 6.34000 3170.00| 7.50000 3750.00 6" Underdrain Pipe | | | 0290 610C001 49.000 TON | 28.00000 1372.00| 43.96000 2154.04| 27.50000 1347.50 Loose Riprap, Class 2 | | | 0300 610D000 39.000 SQYD| 2.00000 78.00| 4.73000 184.47| 2.80000 109.20 Filter Blanket | | | 0310 619A003 4.000 EACH| 475.00000 1900.00| 516.33000 2065.32| 450.00000 1800.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 23011 |( 3 ) 20023 |JRD CONTRACTING, INC. |HOSEA O. WEAVER & SONS, INC |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 619A004 4.000 EACH| 575.00000 2300.00| 625.03000 2500.12| 575.00000 2300.00 30" Roadway Pipe End Treatment, Class 1 | | | 0330 619A055 1.000 EACH| 850.00000 850.00| 923.95000 923.95| 1250.00000 1250.00 36" Roadway Pipe End Treatment, Class 2 | | | 0340 619A056 1.000 EACH| 1050.00000 1050.00| 1141.35000 1141.35| 1550.00000 1550.00 42" Roadway Pipe End Treatment, Class 2 | | | 0350 619A059 2.000 EACH| 1890.00000 3780.00| 2054.43000 4108.86| 2675.00000 5350.00 60" Roadway Pipe End Treatment, Class 2 | | | 0360 621A005 1.000 EACH| 4500.00000 4500.00| 4891.50000 4891.50| 1950.00000 1950.00 Junction Boxes, Type 1 | | | 0370 621A013 1.000 EACH| 4000.00000 4000.00| 4348.00000 4348.00| 2500.00000 2500.00 Junction Boxes, Type Special | | | 0380 621C027 1.000 EACH| 2500.00000 2500.00| 2717.50000 2717.50| 1800.00000 1800.00 Inlets, Type C | | | 0390 621D002 1.000 EACH| 350.00000 350.00| 380.45000 380.45| 500.00000 500.00 Inlet Units, Type C | | | 0400 650A000 2648.000 CUYD| 5.50000 14564.00| 6.97000 18456.56| 6.50000 17212.00 Topsoil | | | 0410 650B000 3304.000 CUYD| 3.00000 9912.00| 4.11000 13579.44| 4.50000 14868.00 Topsoil From Stockpiles | | | 0420 652A057 10.000 ACRE| 500.00000 5000.00| 543.50000 5435.00| 650.00000 6500.00 Seeding (Mix 3A) | | | 0430 652A061 1.000 ACRE| 500.00000 500.00| 543.50000 543.50| 650.00000 650.00 Seeding (Mix 3E) | | | 0440 652B055 10.000 ACRE| 500.00000 5000.00| 407.63000 4076.30| 550.00000 5500.00 Temporary Seeding (Mix 3AT) | | | 0450 652D057 10.000 ACRE| 500.00000 5000.00| 516.33000 5163.30| 650.00000 6500.00 Seeding In Stubble (Mix 3A) | | | 0460 656A000 20.000 ACRE| 500.00000 10000.00| 543.50000 10870.00| 650.00000 13000.00 Mulching, Class A, Type 1 | | | 0470 656A001 1.000 ACRE| 700.00000 700.00| 652.20000 652.20| 650.00000 650.00 Mulching, Class A, Type 2 | | | 0480 659A001 3084.000 SQYD| 2.50000 7710.00| 1.36000 4194.24| 3.40000 10485.60 Erosion Control Netting, Class B | | | 0490 665A000 5.000 ACRE| 400.00000 2000.00| 407.63000 2038.15| 500.00000 2500.00 Temporary Seeding | | | 0500 665B000 5.000 ACRE| 400.00000 2000.00| 407.63000 2038.15| 500.00000 2500.00 Temporary Mulching | | | 0510 665F000 630.000 EACH| 5.00000 3150.00| 6.22000 3918.60| 5.00000 3150.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 23011 |( 3 ) 20023 |JRD CONTRACTING, INC. |HOSEA O. WEAVER & SONS, INC |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 665I000 844.000 TON | 30.00000 25320.00| 29.00000 24476.00| 26.25000 22155.00 Temporary Riprap, Class 2 | | | 0530 665J000 16118.000 LF | 2.00000 32236.00| 3.71000 59797.78| 2.50000 40295.00 Silt Fence, Type A | | | 0540 665K000 360.000 CUYD| 6.00000 2160.00| 5.46000 1965.60| 5.00000 1800.00 Drainage Sump Excavation | | | 0550 666A001 20.000 ACRE| 10.00000 200.00| 32.61000 652.20| 25.00000 500.00 Pest Control Treatment | | | 0560 680A000 LUMP| 10000.00000 10000.00| 17371.48000 17371.48| 25000.00000 25000.00 Engineering Controls | | | 0570 701C000 1.000 MILE| 400.00000 400.00| 326.10000 326.10| 500.00000 500.00 Broken Temporary Traffic Stripe | | | 0580 701C001 3.000 MILE| 500.00000 1500.00| 380.45000 1141.35| 1200.00000 3600.00 Solid Temporary Traffic Stripe | | | 0590 701D008 3.000 MILE| 1200.00000 3600.00| 923.95000 2771.85| 800.00000 2400.00 Solid Traffic Stripe Removed (Plastic) | | | 0600 701D015 1.000 MILE| 1200.00000 1200.00| 760.90000 760.90| 500.00000 500.00 Broken Traffic Stripe Removed (Plastic) | | | 0610 702A041 2.000 MILE| 4000.00000 8000.00| 4076.25000 8152.50| 2000.00000 4000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0620 702A042 1.000 MILE| 1800.00000 1800.00| 1956.60000 1956.60| 2000.00000 2000.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0630 702A043 1.000 MILE| 4000.00000 4000.00| 4076.25000 4076.25| 2200.00000 2200.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0640 703A002 60.000 SQFT| 2.50000 150.00| 16.31000 978.60| 5.00000 300.00 Traffic Control Markings, Class 2, Type | | | A | | | 0650 705A011 102.000 EACH| 5.00000 510.00| 5.44000 554.88| 4.50000 459.00 Pavement Markers, Class C, Type 1-A | | | 0660 705A023 15.000 EACH| 5.00000 75.00| 7.61000 114.15| 4.75000 71.25 Pavement Markers, Class C, Type 2-D | | | 0670 705A032 34.000 EACH| 5.00000 170.00| 7.61000 258.74| 5.00000 170.00 Pavement Markers, Class A-H, Type 1-B | | | 0680 705A037 81.000 EACH| 5.25000 425.25| 7.61000 616.41| 7.00000 567.00 Pavement Markers, Class A-H, Type 2-D | | | 0690 740B000 473.000 SQFT| 12.00000 5676.00| 10.12000 4786.76| 12.50000 5912.50 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -6 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 23011 |( 3 ) 20023 |JRD CONTRACTING, INC. |HOSEA O. WEAVER & SONS, INC |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 740D000 120.000 EACH| 60.00000 7200.00| 71.43000 8571.60| 35.00000 4200.00 Channelizing Drums | | | 0710 740E000 100.000 EACH| 25.00000 2500.00| 11.79000 1179.00| 25.00000 2500.00 Cones (36 Inches High) | | | 0720 740F002 12.000 EACH| 200.00000 2400.00| 297.63000 3571.56| 350.00000 4200.00 Barricades, Type III | | | 0730 740I005 6.000 EACH| 300.00000 1800.00| 375.01000 2250.06| 250.00000 1500.00 Warning Lights, Type B (Detachable Head | | | 0740 740L005 26.000 EACH| 25.00000 650.00| 48.09000 1250.34| 30.00000 780.00 Vertical Panel, Type I (Double-Sided) | | | 0750 740M001 100.000 EACH| 0.01000 1.00| 7.14000 714.00| 10.00000 1000.00 Ballast For Cone | | | 0760 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 805,576.65| $ 818,425.80| $ 883,486.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 805,576.65| $ 818,425.80| $ 883,486.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -7 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23056 |( 6 ) 07001 |TOMLIN CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |S. A. GRAHAM COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 54934.70000 54934.70| 30800.00000 30800.00| 56657.77000 56657.77 Clearing & Grubbing (Approximately 15 | | | Acres) | | | 0020 206A000 LUMP| 52000.00000 52000.00| 37085.00000 37085.00| 40000.00000 40000.00 Removal Of Old Bridge, Station STA. | | | 44+20.00 | | | 0030 210A000 51442.000 CUYD| 2.25000 115744.50| 3.43000 176446.06| 2.75000 141465.50 Unclassified Excavation | | | 0040 210C000 1200.000 CUYD| 5.00000 6000.00| 4.84000 5808.00| 5.00000 6000.00 Muck Excavation | | | 0050 210D011 355.000 CUYD| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Borrow Excavation (A-4 or Better) | | | 0060 214A000 485.000 CUYD| 6.00000 2910.00| 3.42000 1658.70| 4.00000 1940.00 Structure Excavation | | | 0070 214B001 93.000 CUYD| 25.00000 2325.00| 46.07000 4284.51| 25.00000 2325.00 Foundation Backfill, Commercial | | | 0080 230A000 84.000 RBST| 300.00000 25200.00| 169.80000 14263.20| 225.00000 18900.00 Roadbed Processing | | | 0090 301A218 13545.000 SQYD| 6.00000 81270.00| 4.66000 63119.70| 5.00000 67725.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 5" Compacted Thickness | | | 0100 301A338 13946.000 SQYD| 5.00000 69730.00| 3.60000 50205.60| 3.00000 41838.00 Selected Soil Subbase Course, Type B, | | | Road Mixed, 5" Compacted Thickness | | | 0110 401A047 13533.000 SQYD| 0.60000 8119.80| 0.66000 8931.78| 0.66000 8931.78 Bituminous Treatment A, MC-70 | | | 0120 405A000 1016.000 GAL | 1.00000 1016.00| 1.11000 1127.76| 1.10000 1117.60 Tack Coat | | | 0130 424A360 924.000 TON | 40.00000 36960.00| 44.30000 40933.20| 43.83000 40498.92 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 200.000 TON | 41.00000 8200.00| 45.41000 9082.00| 44.92000 8984.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 1468.000 TON | 38.50000 56518.00| 42.64000 62595.52| 42.19000 61934.92 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -8 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23056 |( 6 ) 07001 |TOMLIN CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |S. A. GRAHAM COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 50.000 TON | 100.00000 5000.00| 61.96000 3098.00| 75.00000 3750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B659 100.000 TON | 42.00000 4200.00| 46.52000 4652.00| 46.02000 4602.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424C360 1826.000 TON | 37.50000 68475.00| 41.53000 75833.78| 40.66000 74245.16 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0190 428B000 9093.000 LF | 0.10000 909.30| 0.11000 1000.23| 0.12000 1091.16 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0200 430B000 150.000 TON | 25.00000 3750.00| 33.56000 5034.00| 30.00000 4500.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 530A002 137.000 LF | 37.00000 5069.00| 32.63000 4470.31| 36.00000 4932.00 24" Roadway Pipe (Class 3 R.C.) | | | 0220 530A003 307.000 LF | 49.00000 15043.00| 43.76000 13434.32| 48.00000 14736.00 30" Roadway Pipe (Class 3 R.C.) | | | 0230 530A004 8.000 LF | 100.00000 800.00| 78.95000 631.60| 64.00000 512.00 36" Roadway Pipe (Class 3 R.C.) | | | 0240 530A005 39.000 LF | 90.00000 3510.00| 75.91000 2960.49| 72.00000 2808.00 42" Roadway Pipe (Class 3 R.C.) | | | 0250 530A008 66.000 LF | 165.00000 10890.00| 127.22000 8396.52| 135.00000 8910.00 60" Roadway Pipe (Class 3 R.C.) | | | 0260 600A000 LUMP| 25500.00000 25500.00| 31232.00000 31232.00| 52109.57000 52109.57 Mobilization | | | 0270 602A000 13.000 EACH| 105.00000 1365.00| 187.83000 2441.79| 90.00000 1170.00 Right Of Way Markers | | | 0280 606A000 500.000 LF | 12.00000 6000.00| 8.31000 4155.00| 24.00000 12000.00 6" Underdrain Pipe | | | 0290 610C001 49.000 TON | 35.00000 1715.00| 36.77000 1801.73| 35.00000 1715.00 Loose Riprap, Class 2 | | | 0300 610D000 39.000 SQYD| 10.00000 390.00| 2.88000 112.32| 2.00000 78.00 Filter Blanket | | | 0310 619A003 4.000 EACH| 500.00000 2000.00| 526.06000 2104.24| 566.50000 2266.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -9 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23056 |( 6 ) 07001 |TOMLIN CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |S. A. GRAHAM COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 619A004 4.000 EACH| 600.00000 2400.00| 636.81000 2547.24| 618.00000 2472.00 30" Roadway Pipe End Treatment, Class 1 | | | 0330 619A055 1.000 EACH| 1200.00000 1200.00| 941.38000 941.38| 1699.50000 1699.50 36" Roadway Pipe End Treatment, Class 2 | | | 0340 619A056 1.000 EACH| 1300.00000 1300.00| 1162.88000 1162.88| 1802.50000 1802.50 42" Roadway Pipe End Treatment, Class 2 | | | 0350 619A059 2.000 EACH| 2500.00000 5000.00| 2093.18000 4186.36| 2266.00000 4532.00 60" Roadway Pipe End Treatment, Class 2 | | | 0360 621A005 1.000 EACH| 3500.00000 3500.00| 4983.75000 4983.75| 3090.00000 3090.00 Junction Boxes, Type 1 | | | 0370 621A013 1.000 EACH| 4000.00000 4000.00| 4430.00000 4430.00| 4635.00000 4635.00 Junction Boxes, Type Special | | | 0380 621C027 1.000 EACH| 3500.00000 3500.00| 2768.75000 2768.75| 2060.00000 2060.00 Inlets, Type C | | | 0390 621D002 1.000 EACH| 400.00000 400.00| 387.63000 387.63| 1030.00000 1030.00 Inlet Units, Type C | | | 0400 650A000 2648.000 CUYD| 5.00000 13240.00| 10.81000 28624.88| 5.00000 13240.00 Topsoil | | | 0410 650B000 3304.000 CUYD| 3.50000 11564.00| 4.59000 15165.36| 5.00000 16520.00 Topsoil From Stockpiles | | | 0420 652A057 10.000 ACRE| 500.00000 5000.00| 498.38000 4983.80| 453.20000 4532.00 Seeding (Mix 3A) | | | 0430 652A061 1.000 ACRE| 500.00000 500.00| 498.38000 498.38| 453.20000 453.20 Seeding (Mix 3E) | | | 0440 652B055 10.000 ACRE| 600.00000 6000.00| 415.31000 4153.10| 412.00000 4120.00 Temporary Seeding (Mix 3AT) | | | 0450 652D057 10.000 ACRE| 400.00000 4000.00| 443.00000 4430.00| 453.20000 4532.00 Seeding In Stubble (Mix 3A) | | | 0460 656A000 20.000 ACRE| 500.00000 10000.00| 498.38000 9967.60| 453.20000 9064.00 Mulching, Class A, Type 1 | | | 0470 656A001 1.000 ACRE| 550.00000 550.00| 664.50000 664.50| 412.00000 412.00 Mulching, Class A, Type 2 | | | 0480 659A001 3084.000 SQYD| 3.00000 9252.00| 1.55000 4780.20| 1.70000 5242.80 Erosion Control Netting, Class B | | | 0490 665A000 5.000 ACRE| 300.00000 1500.00| 332.25000 1661.25| 412.00000 2060.00 Temporary Seeding | | | 0500 665B000 5.000 ACRE| 300.00000 1500.00| 332.25000 1661.25| 412.00000 2060.00 Temporary Mulching | | | 0510 665F000 630.000 EACH| 7.00000 4410.00| 7.55000 4756.50| 4.38000 2759.40 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -10 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23056 |( 6 ) 07001 |TOMLIN CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |S. A. GRAHAM COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 665I000 844.000 TON | 28.00000 23632.00| 34.15000 28822.60| 39.00000 32916.00 Temporary Riprap, Class 2 | | | 0530 665J000 16118.000 LF | 2.50000 40295.00| 1.96000 31591.28| 2.76000 44485.68 Silt Fence, Type A | | | 0540 665K000 360.000 CUYD| 10.00000 3600.00| 9.21000 3315.60| 15.00000 5400.00 Drainage Sump Excavation | | | 0550 666A001 20.000 ACRE| 10.00000 200.00| 33.23000 664.60| 80.00000 1600.00 Pest Control Treatment | | | 0560 680A000 LUMP| 12000.00000 12000.00| 8277.00000 8277.00| 15111.00000 15111.00 Engineering Controls | | | 0570 701C000 1.000 MILE| 500.00000 500.00| 332.25000 332.25| 438.30000 438.30 Broken Temporary Traffic Stripe | | | 0580 701C001 3.000 MILE| 500.00000 1500.00| 387.63000 1162.89| 547.88000 1643.64 Solid Temporary Traffic Stripe | | | 0590 701D008 3.000 MILE| 1400.00000 4200.00| 941.38000 2824.14| 1314.90000 3944.70 Solid Traffic Stripe Removed (Plastic) | | | 0600 701D015 1.000 MILE| 1300.00000 1300.00| 775.25000 775.25| 1314.90000 1314.90 Broken Traffic Stripe Removed (Plastic) | | | 0610 702A041 2.000 MILE| 5000.00000 10000.00| 4153.13000 8306.26| 4382.98000 8765.96 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0620 702A042 1.000 MILE| 2300.00000 2300.00| 1993.50000 1993.50| 1972.35000 1972.35 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0630 702A043 1.000 MILE| 5000.00000 5000.00| 4153.13000 4153.13| 4382.98000 4382.98 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0640 703A002 60.000 SQFT| 5.00000 300.00| 16.61000 996.60| 2.73000 163.80 Traffic Control Markings, Class 2, Type | | | A | | | 0650 705A011 102.000 EACH| 5.00000 510.00| 5.54000 565.08| 5.48000 558.96 Pavement Markers, Class C, Type 1-A | | | 0660 705A023 15.000 EACH| 5.00000 75.00| 7.75000 116.25| 5.48000 82.20 Pavement Markers, Class C, Type 2-D | | | 0670 705A032 34.000 EACH| 5.00000 170.00| 7.75000 263.50| 5.48000 186.32 Pavement Markers, Class A-H, Type 1-B | | | 0680 705A037 81.000 EACH| 5.25000 425.25| 7.75000 627.75| 5.48000 443.88 Pavement Markers, Class A-H, Type 2-D | | | 0690 740B000 473.000 SQFT| 7.00000 3311.00| 16.85000 7970.05| 10.00000 4730.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -11 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23056 |( 6 ) 07001 |TOMLIN CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |S. A. GRAHAM COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 740D000 120.000 EACH| 60.00000 7200.00| 73.92000 8870.40| 60.00000 7200.00 Channelizing Drums | | | 0710 740E000 100.000 EACH| 9.50000 950.00| 1.23000 123.00| 15.00000 1500.00 Cones (36 Inches High) | | | 0720 740F002 12.000 EACH| 150.00000 1800.00| 252.69000 3032.28| 215.00000 2580.00 Barricades, Type III | | | 0730 740I005 6.000 EACH| 225.00000 1350.00| 166.67000 1000.02| 125.00000 750.00 Warning Lights, Type B (Detachable Head | | | 0740 740L005 26.000 EACH| 38.00000 988.00| 68.10000 1770.60| 25.00000 650.00 Vertical Panel, Type I (Double-Sided) | | | 0750 740M001 100.000 EACH| 6.50000 650.00| 0.62000 62.00| 7.00000 700.00 Ballast For Cone | | | 0760 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 887,216.55| $ 888,670.20| $ 916,180.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 887,216.55| $ 888,670.20| $ 916,180.45 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -12 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20045 |( 8 ) 03081 |( 9 ) 01039 |TAYLOR SERVICES, INC. |CARDWELL CORPORATION |JAMES H. ADAMS & SON CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 41250.00000 41250.00| 62000.00000 62000.00| 100000.00000 100000.00 Clearing & Grubbing (Approximately 15 | | | Acres) | | | 0020 206A000 LUMP| 61918.00000 61918.00| 50000.00000 50000.00| 88000.00000 88000.00 Removal Of Old Bridge, Station STA. | | | 44+20.00 | | | 0030 210A000 51442.000 CUYD| 2.00000 102884.00| 3.50000 180047.00| 3.05000 156898.10 Unclassified Excavation | | | 0040 210C000 1200.000 CUYD| 4.00000 4800.00| 4.50000 5400.00| 5.00000 6000.00 Muck Excavation | | | 0050 210D011 355.000 CUYD| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Borrow Excavation (A-4 or Better) | | | 0060 214A000 485.000 CUYD| 5.38000 2609.30| 5.00000 2425.00| 6.00000 2910.00 Structure Excavation | | | 0070 214B001 93.000 CUYD| 39.77000 3698.61| 35.00000 3255.00| 34.00000 3162.00 Foundation Backfill, Commercial | | | 0080 230A000 84.000 RBST| 195.00000 16380.00| 275.00000 23100.00| 390.00000 32760.00 Roadbed Processing | | | 0090 301A218 13545.000 SQYD| 5.57000 75445.65| 5.00000 67725.00| 5.00000 67725.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 5" Compacted Thickness | | | 0100 301A338 13946.000 SQYD| 4.13000 57596.98| 4.50000 62757.00| 5.00000 69730.00 Selected Soil Subbase Course, Type B, | | | Road Mixed, 5" Compacted Thickness | | | 0110 401A047 13533.000 SQYD| 0.54000 7307.82| 1.00000 13533.00| 0.75000 10149.75 Bituminous Treatment A, MC-70 | | | 0120 405A000 1016.000 GAL | 1.08000 1097.28| 1.00000 1016.00| 1.25000 1270.00 Tack Coat | | | 0130 424A360 924.000 TON | 43.00000 39732.00| 51.00000 47124.00| 45.00000 41580.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 200.000 TON | 44.08000 8816.00| 56.00000 11200.00| 46.00000 9200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 1468.000 TON | 41.39000 60760.52| 48.00000 70464.00| 45.00000 66060.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -13 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20045 |( 8 ) 03081 |( 9 ) 01039 |TAYLOR SERVICES, INC. |CARDWELL CORPORATION |JAMES H. ADAMS & SON CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 50.000 TON | 60.15000 3007.50| 138.00000 6900.00| 75.00000 3750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B659 100.000 TON | 45.15000 4515.00| 97.00000 9700.00| 50.00000 5000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424C360 1826.000 TON | 40.32000 73624.32| 46.00000 83996.00| 45.00000 82170.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0190 428B000 9093.000 LF | 0.12000 1091.16| 0.10000 909.30| 0.15000 1363.95 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0200 430B000 150.000 TON | 23.35000 3502.50| 30.00000 4500.00| 25.00000 3750.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 530A002 137.000 LF | 39.78000 5449.86| 30.00000 4110.00| 40.00000 5480.00 24" Roadway Pipe (Class 3 R.C.) | | | 0220 530A003 307.000 LF | 49.45000 15181.15| 45.00000 13815.00| 45.00000 13815.00 30" Roadway Pipe (Class 3 R.C.) | | | 0230 530A004 8.000 LF | 73.75000 590.00| 60.00000 480.00| 80.00000 640.00 36" Roadway Pipe (Class 3 R.C.) | | | 0240 530A005 39.000 LF | 93.53000 3647.67| 70.00000 2730.00| 90.00000 3510.00 42" Roadway Pipe (Class 3 R.C.) | | | 0250 530A008 66.000 LF | 150.50000 9933.00| 125.00000 8250.00| 140.00000 9240.00 60" Roadway Pipe (Class 3 R.C.) | | | 0260 600A000 LUMP| 88618.00000 88618.00| 65000.00000 65000.00| 50000.00000 50000.00 Mobilization | | | 0270 602A000 13.000 EACH| 185.00000 2405.00| 100.00000 1300.00| 100.00000 1300.00 Right Of Way Markers | | | 0280 606A000 500.000 LF | 9.00000 4500.00| 8.00000 4000.00| 6.00000 3000.00 6" Underdrain Pipe | | | 0290 610C001 49.000 TON | 32.00000 1568.00| 40.00000 1960.00| 50.00000 2450.00 Loose Riprap, Class 2 | | | 0300 610D000 39.000 SQYD| 3.00000 117.00| 3.00000 117.00| 3.00000 117.00 Filter Blanket | | | 0310 619A003 4.000 EACH| 510.63000 2042.52| 500.00000 2000.00| 600.00000 2400.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -14 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20045 |( 8 ) 03081 |( 9 ) 01039 |TAYLOR SERVICES, INC. |CARDWELL CORPORATION |JAMES H. ADAMS & SON CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 619A004 4.000 EACH| 618.13000 2472.52| 650.00000 2600.00| 650.00000 2600.00 30" Roadway Pipe End Treatment, Class 1 | | | 0330 619A055 1.000 EACH| 913.75000 913.75| 925.00000 925.00| 950.00000 950.00 36" Roadway Pipe End Treatment, Class 2 | | | 0340 619A056 1.000 EACH| 1128.75000 1128.75| 1200.00000 1200.00| 1200.00000 1200.00 42" Roadway Pipe End Treatment, Class 2 | | | 0350 619A059 2.000 EACH| 2031.75000 4063.50| 2000.00000 4000.00| 2200.00000 4400.00 60" Roadway Pipe End Treatment, Class 2 | | | 0360 621A005 1.000 EACH| 4837.50000 4837.50| 4900.00000 4900.00| 5000.00000 5000.00 Junction Boxes, Type 1 | | | 0370 621A013 1.000 EACH| 4300.00000 4300.00| 4300.00000 4300.00| 4500.00000 4500.00 Junction Boxes, Type Special | | | 0380 621C027 1.000 EACH| 2687.50000 2687.50| 2700.00000 2700.00| 3000.00000 3000.00 Inlets, Type C | | | 0390 621D002 1.000 EACH| 376.25000 376.25| 375.00000 375.00| 400.00000 400.00 Inlet Units, Type C | | | 0400 650A000 2648.000 CUYD| 10.00000 26480.00| 0.00000 0.00| 8.00000 21184.00 Topsoil | | | 0410 650B000 3304.000 CUYD| 4.25000 14042.00| 5.25000 17346.00| 4.50000 14868.00 Topsoil From Stockpiles | | | 0420 652A057 10.000 ACRE| 700.00000 7000.00| 500.00000 5000.00| 650.00000 6500.00 Seeding (Mix 3A) | | | 0430 652A061 1.000 ACRE| 700.00000 700.00| 500.00000 500.00| 700.00000 700.00 Seeding (Mix 3E) | | | 0440 652B055 10.000 ACRE| 575.00000 5750.00| 400.00000 4000.00| 400.00000 4000.00 Temporary Seeding (Mix 3AT) | | | 0450 652D057 10.000 ACRE| 700.00000 7000.00| 600.00000 6000.00| 600.00000 6000.00 Seeding In Stubble (Mix 3A) | | | 0460 656A000 20.000 ACRE| 611.00000 12220.00| 500.00000 10000.00| 700.00000 14000.00 Mulching, Class A, Type 1 | | | 0470 656A001 1.000 ACRE| 751.67000 751.67| 500.00000 500.00| 800.00000 800.00 Mulching, Class A, Type 2 | | | 0480 659A001 3084.000 SQYD| 1.70000 5242.80| 1.50000 4626.00| 2.50000 7710.00 Erosion Control Netting, Class B | | | 0490 665A000 5.000 ACRE| 461.00000 2305.00| 300.00000 1500.00| 350.00000 1750.00 Temporary Seeding | | | 0500 665B000 5.000 ACRE| 432.00000 2160.00| 500.00000 2500.00| 400.00000 2000.00 Temporary Mulching | | | 0510 665F000 630.000 EACH| 5.00000 3150.00| 4.00000 2520.00| 6.00000 3780.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -15 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20045 |( 8 ) 03081 |( 9 ) 01039 |TAYLOR SERVICES, INC. |CARDWELL CORPORATION |JAMES H. ADAMS & SON CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 665I000 844.000 TON | 37.00000 31228.00| 34.00000 28696.00| 35.00000 29540.00 Temporary Riprap, Class 2 | | | 0530 665J000 16118.000 LF | 3.75000 60442.50| 3.00000 48354.00| 3.50000 56413.00 Silt Fence, Type A | | | 0540 665K000 360.000 CUYD| 12.00000 4320.00| 7.00000 2520.00| 20.00000 7200.00 Drainage Sump Excavation | | | 0550 666A001 20.000 ACRE| 129.50000 2590.00| 10.00000 200.00| 100.00000 2000.00 Pest Control Treatment | | | 0560 680A000 LUMP| 30000.00000 30000.00| 10000.00000 10000.00| 30000.00000 30000.00 Engineering Controls | | | 0570 701C000 1.000 MILE| 322.50000 322.50| 500.00000 500.00| 375.00000 375.00 Broken Temporary Traffic Stripe | | | 0580 701C001 3.000 MILE| 377.00000 1131.00| 500.00000 1500.00| 425.00000 1275.00 Solid Temporary Traffic Stripe | | | 0590 701D008 3.000 MILE| 913.75000 2741.25| 1400.00000 4200.00| 1000.00000 3000.00 Solid Traffic Stripe Removed (Plastic) | | | 0600 701D015 1.000 MILE| 752.50000 752.50| 1300.00000 1300.00| 850.00000 850.00 Broken Traffic Stripe Removed (Plastic) | | | 0610 702A041 2.000 MILE| 4300.00000 8600.00| 5000.00000 10000.00| 4300.00000 8600.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0620 702A042 1.000 MILE| 2150.00000 2150.00| 2300.00000 2300.00| 2100.00000 2100.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0630 702A043 1.000 MILE| 4300.00000 4300.00| 5000.00000 5000.00| 4300.00000 4300.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0640 703A002 60.000 SQFT| 16.25000 975.00| 5.00000 300.00| 20.00000 1200.00 Traffic Control Markings, Class 2, Type | | | A | | | 0650 705A011 102.000 EACH| 5.38000 548.76| 5.00000 510.00| 6.00000 612.00 Pavement Markers, Class C, Type 1-A | | | 0660 705A023 15.000 EACH| 7.53000 112.95| 5.00000 75.00| 8.50000 127.50 Pavement Markers, Class C, Type 2-D | | | 0670 705A032 34.000 EACH| 7.53000 256.02| 5.00000 170.00| 8.50000 289.00 Pavement Markers, Class A-H, Type 1-B | | | 0680 705A037 81.000 EACH| 7.53000 609.93| 5.25000 425.25| 8.50000 688.50 Pavement Markers, Class A-H, Type 2-D | | | 0690 740B000 473.000 SQFT| 12.50000 5912.50| 12.00000 5676.00| 10.50000 4966.50 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -16 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20045 |( 8 ) 03081 |( 9 ) 01039 |TAYLOR SERVICES, INC. |CARDWELL CORPORATION |JAMES H. ADAMS & SON CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 740D000 120.000 EACH| 65.00000 7800.00| 60.00000 7200.00| 65.00000 7800.00 Channelizing Drums | | | 0710 740E000 100.000 EACH| 13.50000 1350.00| 20.00000 2000.00| 11.50000 1150.00 Cones (36 Inches High) | | | 0720 740F002 12.000 EACH| 182.85000 2194.20| 150.00000 1800.00| 300.00000 3600.00 Barricades, Type III | | | 0730 740I005 6.000 EACH| 197.00000 1182.00| 150.00000 900.00| 350.00000 2100.00 Warning Lights, Type B (Detachable Head | | | 0740 740L005 26.000 EACH| 30.00000 780.00| 40.00000 1040.00| 80.00000 2080.00 Vertical Panel, Type I (Double-Sided) | | | 0750 740M001 100.000 EACH| 7.15000 715.00| 5.00000 500.00| 7.00000 700.00 Ballast For Cone | | | 0760 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 983,284.19| $ 1,021,071.55| $ 1,120,339.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 983,284.19| $ 1,021,071.55| $ 1,120,339.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -17 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 10 ) 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 201A000 LUMP| 91000.00000 91000.00| | Clearing & Grubbing (Approximately 15 | | | Acres) | | | 0020 206A000 LUMP| 91000.00000 91000.00| | Removal Of Old Bridge, Station STA. | | | 44+20.00 | | | 0030 210A000 51442.000 CUYD| 3.10000 159470.20| | Unclassified Excavation | | | 0040 210C000 1200.000 CUYD| 7.30000 8760.00| | Muck Excavation | | | 0050 210D011 355.000 CUYD| 0.00000 0.00| | Borrow Excavation (A-4 or Better) | | | 0060 214A000 485.000 CUYD| 6.10000 2958.50| | Structure Excavation | | | 0070 214B001 93.000 CUYD| 42.70000 3971.10| | Foundation Backfill, Commercial | | | 0080 230A000 84.000 RBST| 225.50000 18942.00| | Roadbed Processing | | | 0090 301A218 13545.000 SQYD| 6.70000 90751.50| | Soil Aggregate Base Course, Type C, | | | Road Mixed, 5" Compacted Thickness | | | 0100 301A338 13946.000 SQYD| 3.40000 47416.40| | Selected Soil Subbase Course, Type B, | | | Road Mixed, 5" Compacted Thickness | | | 0110 401A047 13533.000 SQYD| 0.60000 8119.80| | Bituminous Treatment A, MC-70 | | | 0120 405A000 1016.000 GAL | 0.90000 914.40| | Tack Coat | | | 0130 424A360 924.000 TON | 39.80000 36775.20| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 200.000 TON | 43.70000 8740.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 1468.000 TON | 39.00000 57252.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -18 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 10 ) 13008 |( ) |( ) |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 50.000 TON | 85.10000 4255.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B659 100.000 TON | 45.00000 4500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424C360 1826.000 TON | 38.20000 69753.20| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0190 428B000 9093.000 LF | 0.10000 909.30| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0200 430B000 150.000 TON | 32.90000 4935.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 530A002 137.000 LF | 37.20000 5096.40| | 24" Roadway Pipe (Class 3 R.C.) | | | 0220 530A003 307.000 LF | 49.50000 15196.50| | 30" Roadway Pipe (Class 3 R.C.) | | | 0230 530A004 8.000 LF | 78.90000 631.20| | 36" Roadway Pipe (Class 3 R.C.) | | | 0240 530A005 39.000 LF | 91.50000 3568.50| | 42" Roadway Pipe (Class 3 R.C.) | | | 0250 530A008 66.000 LF | 156.40000 10322.40| | 60" Roadway Pipe (Class 3 R.C.) | | | 0260 600A000 LUMP| 100000.00000 100000.00| | Mobilization | | | 0270 602A000 13.000 EACH| 365.60000 4752.80| | Right Of Way Markers | | | 0280 606A000 500.000 LF | 14.60000 7300.00| | 6" Underdrain Pipe | | | 0290 610C001 49.000 TON | 54.80000 2685.20| | Loose Riprap, Class 2 | | | 0300 610D000 39.000 SQYD| 3.10000 120.90| | Filter Blanket | | | 0310 619A003 4.000 EACH| 487.50000 1950.00| | 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -19 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 10 ) 13008 |( ) |( ) |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 619A004 4.000 EACH| 578.90000 2315.60| | 30" Roadway Pipe End Treatment, Class 1 | | | 0330 619A055 1.000 EACH| 974.90000 974.90| | 36" Roadway Pipe End Treatment, Class 2 | | | 0340 619A056 1.000 EACH| 1523.30000 1523.30| | 42" Roadway Pipe End Treatment, Class 2 | | | 0350 619A059 2.000 EACH| 2437.30000 4874.60| | 60" Roadway Pipe End Treatment, Class 2 | | | 0360 621A005 1.000 EACH| 3656.00000 3656.00| | Junction Boxes, Type 1 | | | 0370 621A013 1.000 EACH| 4265.30000 4265.30| | Junction Boxes, Type Special | | | 0380 621C027 1.000 EACH| 3656.00000 3656.00| | Inlets, Type C | | | 0390 621D002 1.000 EACH| 487.50000 487.50| | Inlet Units, Type C | | | 0400 650A000 2648.000 CUYD| 11.00000 29128.00| | Topsoil | | | 0410 650B000 3304.000 CUYD| 4.60000 15198.40| | Topsoil From Stockpiles | | | 0420 652A057 10.000 ACRE| 578.90000 5789.00| | Seeding (Mix 3A) | | | 0430 652A061 1.000 ACRE| 597.20000 597.20| | Seeding (Mix 3E) | | | 0440 652B055 10.000 ACRE| 365.60000 3656.00| | Temporary Seeding (Mix 3AT) | | | 0450 652D057 10.000 ACRE| 578.90000 5789.00| | Seeding In Stubble (Mix 3A) | | | 0460 656A000 20.000 ACRE| 548.40000 10968.00| | Mulching, Class A, Type 1 | | | 0470 656A001 1.000 ACRE| 639.80000 639.80| | Mulching, Class A, Type 2 | | | 0480 659A001 3084.000 SQYD| 2.30000 7093.20| | Erosion Control Netting, Class B | | | 0490 665A000 5.000 ACRE| 365.60000 1828.00| | Temporary Seeding | | | 0500 665B000 5.000 ACRE| 365.60000 1828.00| | Temporary Mulching | | | 0510 665F000 630.000 EACH| 12.20000 7686.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -20 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 10 ) 13008 |( ) |( ) |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 665I000 844.000 TON | 54.80000 46251.20| | Temporary Riprap, Class 2 | | | 0530 665J000 16118.000 LF | 4.60000 74142.80| | Silt Fence, Type A | | | 0540 665K000 360.000 CUYD| 60.90000 21924.00| | Drainage Sump Excavation | | | 0550 666A001 20.000 ACRE| 30.00000 600.00| | Pest Control Treatment | | | 0560 680A000 LUMP| 30000.00000 30000.00| | Engineering Controls | | | 0570 701C000 1.000 MILE| 455.80000 455.80| | Broken Temporary Traffic Stripe | | | 0580 701C001 3.000 MILE| 569.70000 1709.10| | Solid Temporary Traffic Stripe | | | 0590 701D008 3.000 MILE| 1367.40000 4102.20| | Solid Traffic Stripe Removed (Plastic) | | | 0600 701D015 1.000 MILE| 1367.40000 1367.40| | Broken Traffic Stripe Removed (Plastic) | | | 0610 702A041 2.000 MILE| 4557.80000 9115.60| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0620 702A042 1.000 MILE| 2051.00000 2051.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0630 702A043 1.000 MILE| 4557.80000 4557.80| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0640 703A002 60.000 SQFT| 2.90000 174.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0650 705A011 102.000 EACH| 5.70000 581.40| | Pavement Markers, Class C, Type 1-A | | | 0660 705A023 15.000 EACH| 5.70000 85.50| | Pavement Markers, Class C, Type 2-D | | | 0670 705A032 34.000 EACH| 5.70000 193.80| | Pavement Markers, Class A-H, Type 1-B | | | 0680 705A037 81.000 EACH| 5.70000 461.70| | Pavement Markers, Class A-H, Type 2-D | | | 0690 740B000 473.000 SQFT| 18.30000 8655.90| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 038 -21 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020426038 COUNTIES : WASHINGTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 10 ) 13008 |( ) |( ) |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 740D000 120.000 EACH| 73.10000 8772.00| | Channelizing Drums | | | 0710 740E000 100.000 EACH| 14.60000 1460.00| | Cones (36 Inches High) | | | 0720 740F002 12.000 EACH| 426.50000 5118.00| | Barricades, Type III | | | 0730 740I005 6.000 EACH| 347.30000 2083.80| | Warning Lights, Type B (Detachable Head | | | 0740 740L005 26.000 EACH| 60.90000 1583.40| | Vertical Panel, Type I (Double-Sided) | | | 0750 740M001 100.000 EACH| 8.50000 850.00| | Ballast For Cone | | | 0760 999 000 750.000 HOUR| 0.80000 600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,200,897.70| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,200,897.70| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20020426039 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 175 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0520(200) for constructing the Resurfacing, Traffic Stripe, and Shoulder Widening on C.R.#9 from S.R.#160 to U.S.#31 south of Bangor. Length - 5.765 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,157,765.99 100.0000% 2 18050 RICHARDS & SONS CONSTRUCTION CO., INC. $ 1,285,254.32 111.0116% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,394,297.50 120.4300% 4 16048 WALKER PATTON COMPANY, INC. $ 1,521,576.93 131.4235% 5 01018 APAC-ALABAMA, INC. $ 1,902,195.06 164.2988% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020426039 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18050 |( 3 ) 04013 |WHITAKER CONTRACTING CORPOR |RICHARDS & SONS CONSTRUCTIO |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 22500.00000 22500.00| 33750.00000 33750.00| 40000.00000 40000.00 Clearing & Grubbing (Approximately 45 | | | Acres) | | | 0020 206D000 76.000 LF | 15.75000 1197.00| 40.00000 3040.00| 5.25000 399.00 Removing Pipe | | | 0030 209A000 65.000 EACH| 100.00000 6500.00| 150.00000 9750.00| 105.00000 6825.00 Mailbox Reset, Single | | | 0040 210A000 12924.000 CUYD| 3.07000 39676.68| 4.50000 58158.00| 5.25000 67851.00 Unclassified Excavation | | | 0050 210D023 22897.000 CUYD| 4.55000 104181.35| 6.00000 137382.00| 6.30000 144251.10 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0060 214A000 501.000 CUYD| 19.07000 9554.07| 5.00000 2505.00| 10.50000 5260.50 Structure Excavation | | | 0070 214B001 160.000 CUYD| 19.50000 3120.00| 25.00000 4000.00| 26.25000 4200.00 Foundation Backfill, Commercial | | | 0080 401B108 69700.000 SQYD| 0.58020 40439.94| 0.75000 52275.00| 0.70000 48790.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0090 405A000 2030.000 GAL | 1.00000 2030.00| 0.92000 1867.60| 0.85000 1725.50 Tack Coat | | | 0100 429A221 5350.000 TON | 33.71000 180348.50| 37.62000 201267.00| 35.00000 187250.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0110 429B229 8900.000 TON | 28.25000 251425.00| 32.90000 292810.00| 30.60000 272340.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429C224 137.000 TON | 64.27000 8804.99| 63.80000 8740.60| 59.35000 8130.95 Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0130 430B022 370.000 TON | 12.50000 4625.00| 13.50000 4995.00| 26.25000 9712.50 Aggregate Surfacing (ALDOT #810 Or 8910 | | | 0140 502A000 9958.000 LB | 1.25000 12447.50| 0.54000 5377.32| 1.05000 10455.90 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020426039 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18050 |( 3 ) 04013 |WHITAKER CONTRACTING CORPOR |RICHARDS & SONS CONSTRUCTIO |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524B011 81.000 CUYD| 623.00000 50463.00| 375.00000 30375.00| 525.02000 42526.62 Culvert Concrete Extension (Cast In | | | Place) | | | 0160 530A001 80.000 LF | 38.30000 3064.00| 25.00000 2000.00| 31.50000 2520.00 18" Roadway Pipe (Class 3 R.C.) | | | 0170 530A004 72.000 LF | 59.50000 4284.00| 55.00000 3960.00| 78.75000 5670.00 36" Roadway Pipe (Class 3 R.C.) | | | 0180 530A101 16.000 LF | 45.72000 731.52| 30.00000 480.00| 47.25000 756.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0190 530A102 16.000 LF | 50.54000 808.64| 35.00000 560.00| 63.00000 1008.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0200 535A078 300.000 LF | 31.00000 9300.00| 19.00000 5700.00| 26.25000 7875.00 15" Side Drain Pipe (Class 3 R.C.) | | | 0210 535A080 176.000 LF | 35.60000 6265.60| 21.00000 3696.00| 31.50000 5544.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0220 535B090 36.000 LF | 48.00000 1728.00| 25.00000 900.00| 47.25000 1701.00 18" Span, 11" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0230 538A110 60.000 LF | 700.00000 42000.00| 1225.00000 73500.00| 1300.00000 78000.00 60"Roadway Pipe | | | Rehabilitation(Insituform) | | | 0240 600A000 LUMP| 63000.00000 63000.00| 34000.00000 34000.00| 35000.00000 35000.00 Mobilization | | | 0250 619A002 22.000 EACH| 650.00000 14300.00| 550.00000 12100.00| 525.02000 11550.44 18" Roadway Pipe End Treatment, Class 1 | | | 0260 619A003 6.000 EACH| 760.00000 4560.00| 650.00000 3900.00| 682.53000 4095.18 24" Roadway Pipe End Treatment, Class 1 | | | 0270 619A055 2.000 EACH| 1850.00000 3700.00| 1750.00000 3500.00| 2625.12000 5250.24 36" Roadway Pipe End Treatment, Class 2 | | | 0280 619A059 2.000 EACH| 4550.00000 9100.00| 4425.00000 8850.00| 5250.25000 10500.50 60" Roadway Pipe End Treatment, Class 2 | | | 0290 619A100 24.000 EACH| 560.00000 13440.00| 450.00000 10800.00| 525.02000 12600.48 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0300 619A101 14.000 EACH| 650.00000 9100.00| 500.00000 7000.00| 525.03000 7350.42 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020426039 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18050 |( 3 ) 04013 |WHITAKER CONTRACTING CORPOR |RICHARDS & SONS CONSTRUCTIO |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 619B115 4.000 EACH| 650.00000 2600.00| 550.00000 2200.00| 787.54000 3150.16 18" Span, 11" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0320 620A000 4.000 CUYD| 1000.00000 4000.00| 600.00000 2400.00| 682.53000 2730.12 Minor Structure Concrete | | | 0330 630A001 1875.000 LF | 10.50000 19687.50| 11.30000 21187.50| 10.34000 19387.50 Steel Beam Guardrail, Class A, Type 2 | | | 0340 630C070 4.000 EACH| 1280.00000 5120.00| 1375.00000 5500.00| 1417.57000 5670.28 Guardrail End Anchor, Type 10 Series | | | 0350 641A001 2984.000 LF | 6.00000 17904.00| 8.50000 25364.00| 15.75000 46998.00 3/4 Inch Copper Water Pipe Laid (Type K | | | 0360 641A002 57.000 LF | 6.10000 347.70| 11.25000 641.25| 26.25000 1496.25 1 Inch Copper Water Pipe Laid (Type K) | | | 0370 641A049 65.000 LF | 6.50000 422.50| 14.00000 910.00| 57.75000 3753.75 6 Inch P.V.C. Water Main Laid | | | 0380 641A062 80.000 LF | 4.20000 336.00| 11.25000 900.00| 42.00000 3360.00 3 Inch P.V.C. Water Main Laid | | | 0390 643A000 6.000 EACH| 600.00000 3600.00| 500.00000 3000.00| 157.51000 945.06 Water Meters Reset | | | 0400 650B000 9928.000 CUYD| 5.47000 54306.16| 2.25000 22338.00| 4.20000 41697.60 Topsoil From Stockpiles | | | 0410 652A053 10.000 ACRE| 550.00000 5500.00| 591.00000 5910.00| 577.53000 5775.30 Seeding (Mix 1E) | | | 0420 656A000 6.000 ACRE| 300.00000 1800.00| 322.00000 1932.00| 315.02000 1890.12 Mulching, Class A, Type 1 | | | 0430 656A001 4.000 ACRE| 400.00000 1600.00| 430.00000 1720.00| 420.02000 1680.08 Mulching, Class A, Type 2 | | | 0440 658A001 35.000 ACRE| 947.00000 33145.00| 1020.00000 35700.00| 994.40000 34804.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0450 665A000 10.000 ACRE| 350.00000 3500.00| 375.00000 3750.00| 367.52000 3675.20 Temporary Seeding | | | 0460 665B000 10.000 ACRE| 300.00000 3000.00| 325.00000 3250.00| 315.02000 3150.20 Temporary Mulching | | | 0470 665F000 227.000 EACH| 8.00000 1816.00| 8.00000 1816.00| 5.25000 1191.75 Hay Bales | | | 0480 665I000 26.000 TON | 50.00000 1300.00| 20.00000 520.00| 42.00000 1092.00 Temporary Riprap, Class 2 | | | 0490 665J000 27050.000 LF | 1.00000 27050.00| 2.05000 55452.50| 3.67000 99273.50 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020426039 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18050 |( 3 ) 04013 |WHITAKER CONTRACTING CORPOR |RICHARDS & SONS CONSTRUCTIO |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 680A000 LUMP| 2000.00000 2000.00| 25500.00000 25500.00| 25001.17000 25001.17 Engineering Controls | | | 0510 701A030 12.000 MILE| 590.00000 7080.00| 634.00000 7608.00| 619.47000 7433.64 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0520 701A034 9.000 MILE| 590.00000 5310.00| 634.00000 5706.00| 619.47000 5575.23 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0530 701A044 2.000 MILE| 300.00000 600.00| 325.00000 650.00| 315.01000 630.02 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0540 701C000 6.000 MILE| 300.00000 1800.00| 325.00000 1950.00| 315.02000 1890.12 Broken Temporary Traffic Stripe | | | 0550 701C001 27.000 MILE| 320.00000 8640.00| 345.00000 9315.00| 336.01000 9072.27 Solid Temporary Traffic Stripe | | | 0560 703A002 852.000 SQFT| 1.80000 1533.60| 2.00000 1704.00| 1.89000 1610.28 Traffic Control Markings, Class 2, Type | | | A | | | 0570 703B002 279.000 SQFT| 2.80000 781.20| 3.00000 837.00| 2.94000 820.26 Traffic Control Legends, Class 2, Type | | | 0580 705A032 100.000 EACH| 4.80000 480.00| 5.20000 520.00| 5.04000 504.00 Pavement Markers, Class A-H, Type 1-B | | | 0590 705A037 700.000 EACH| 5.00000 3500.00| 5.40000 3780.00| 5.25000 3675.00 Pavement Markers, Class A-H, Type 2-D | | | 0600 710A120 315.000 SQFT| 14.70000 4630.50| 14.75000 4646.25| 15.56000 4901.40 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thickness (Type III Or Type IV | | | Background) | | | 0610 710B001 568.000 LF | 5.78000 3283.04| 5.05000 2868.40| 6.11000 3470.48 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0620 740B000 581.000 SQFT| 8.00000 4648.00| 7.90000 4589.90| 7.78000 4520.18 Construction Signs | | | 0630 740D000 50.000 EACH| 60.00000 3000.00| 56.00000 2800.00| 66.67000 3333.50 Channelizing Drums | | | 0640 740E000 75.000 EACH| 10.00000 750.00| 14.00000 1050.00| 13.33000 999.75 Cones (36 Inches High) | | | SECTION TOTALS | $ 1,157,765.99| $ 1,285,254.32| $ 1,394,297.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,157,765.99| $ 1,285,254.32| $ 1,394,297.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 039 -6 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020426039 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16048 |( 5 ) 01018 |( ) |WALKER PATTON COMPANY, 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| 234003.00000 234003.00| 168132.00000 168132.00| Clearing & Grubbing (Approximately 45 | | | Acres) | | | 0020 206D000 76.000 LF | 6.00000 456.00| 11.03000 838.28| Removing Pipe | | | 0030 209A000 65.000 EACH| 100.00000 6500.00| 195.00000 12675.00| Mailbox Reset, Single | | | 0040 210A000 12924.000 CUYD| 7.50000 96930.00| 8.82000 113989.68| Unclassified Excavation | | | 0050 210D023 22897.000 CUYD| 6.02000 137839.94| 10.75000 246142.75| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0060 214A000 501.000 CUYD| 29.94000 14999.94| 9.92000 4969.92| Structure Excavation | | | 0070 214B001 160.000 CUYD| 22.00000 3520.00| 25.36000 4057.60| Foundation Backfill, Commercial | | | 0080 401B108 69700.000 SQYD| 0.62000 43214.00| 0.65000 45305.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0090 405A000 2030.000 GAL | 0.85000 1725.50| 1.23000 2496.90| Tack Coat | | | 0100 429A221 5350.000 TON | 35.00000 187250.00| 37.98000 203193.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0110 429B229 8900.000 TON | 30.60000 272340.00| 34.13000 303757.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429C224 137.000 TON | 59.35000 8130.95| 80.54000 11033.98| Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0130 430B022 370.000 TON | 14.00000 5180.00| 26.88000 9945.60| Aggregate Surfacing (ALDOT #810 Or 8910 | | | 0140 502A000 9958.000 LB | 0.70000 6970.60| 1.27000 12646.66| Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 039 -7 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020426039 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16048 |( 5 ) 01018 |( ) |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524B011 81.000 CUYD| 687.00000 55647.00| 606.38000 49116.78| Culvert Concrete Extension (Cast In | | | Place) | | | 0160 530A001 80.000 LF | 23.00000 1840.00| 78.83000 6306.40| 18" Roadway Pipe (Class 3 R.C.) | | | 0170 530A004 72.000 LF | 66.00000 4752.00| 101.16000 7283.52| 36" Roadway Pipe (Class 3 R.C.) | | | 0180 530A101 16.000 LF | 48.00000 768.00| 78.83000 1261.28| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0190 530A102 16.000 LF | 52.00000 832.00| 84.89000 1358.24| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0200 535A078 300.000 LF | 19.00000 5700.00| 77.18000 23154.00| 15" Side Drain Pipe (Class 3 R.C.) | | | 0210 535A080 176.000 LF | 23.00000 4048.00| 78.83000 13874.08| 18" Side Drain Pipe (Class 3 R.C.) | | | 0220 535B090 36.000 LF | 37.90000 1364.40| 84.62000 3046.32| 18" Span, 11" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0230 538A110 60.000 LF | 1066.00000 63960.00| 1191.00000 71460.00| 60"Roadway Pipe | | | Rehabilitation(Insituform) | | | 0240 600A000 LUMP| 101626.00000 101626.00| 58650.00000 58650.00| Mobilization | | | 0250 619A002 22.000 EACH| 500.00000 11000.00| 826.88000 18191.36| 18" Roadway Pipe End Treatment, Class 1 | | | 0260 619A003 6.000 EACH| 750.00000 4500.00| 992.25000 5953.50| 24" Roadway Pipe End Treatment, Class 1 | | | 0270 619A055 2.000 EACH| 1750.00000 3500.00| 3858.75000 7717.50| 36" Roadway Pipe End Treatment, Class 2 | | | 0280 619A059 2.000 EACH| 4000.00000 8000.00| 7166.25000 14332.50| 60" Roadway Pipe End Treatment, Class 2 | | | 0290 619A100 24.000 EACH| 450.00000 10800.00| 1378.13000 33075.12| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0300 619A101 14.000 EACH| 500.00000 7000.00| 1681.31000 23538.34| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 039 -8 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020426039 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16048 |( 5 ) 01018 |( ) |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 619B115 4.000 EACH| 550.00000 2200.00| 1405.69000 5622.76| 18" Span, 11" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0320 620A000 4.000 CUYD| 1000.00000 4000.00| 1890.00000 7560.00| Minor Structure Concrete | | | 0330 630A001 1875.000 LF | 10.50000 19687.50| 11.03000 20681.25| Steel Beam Guardrail, Class A, Type 2 | | | 0340 630C070 4.000 EACH| 1280.00000 5120.00| 1344.00000 5376.00| Guardrail End Anchor, Type 10 Series | | | 0350 641A001 2984.000 LF | 5.75000 17158.00| 24.54000 73227.36| 3/4 Inch Copper Water Pipe Laid (Type K | | | 0360 641A002 57.000 LF | 7.50000 427.50| 25.36000 1445.52| 1 Inch Copper Water Pipe Laid (Type K) | | | 0370 641A049 65.000 LF | 12.00000 780.00| 29.77000 1935.05| 6 Inch P.V.C. Water Main Laid | | | 0380 641A062 80.000 LF | 9.50000 760.00| 28.39000 2271.20| 3 Inch P.V.C. Water Main Laid | | | 0390 643A000 6.000 EACH| 150.00000 900.00| 551.25000 3307.50| Water Meters Reset | | | 0400 650B000 9928.000 CUYD| 3.00000 29784.00| 5.51000 54703.28| Topsoil From Stockpiles | | | 0410 652A053 10.000 ACRE| 550.00000 5500.00| 577.50000 5775.00| Seeding (Mix 1E) | | | 0420 656A000 6.000 ACRE| 300.00000 1800.00| 315.00000 1890.00| Mulching, Class A, Type 1 | | | 0430 656A001 4.000 ACRE| 400.00000 1600.00| 420.00000 1680.00| Mulching, Class A, Type 2 | | | 0440 658A001 35.000 ACRE| 947.00000 33145.00| 994.35000 34802.25| Hydro-Seeding & Mulching (Mix 1E) | | | 0450 665A000 10.000 ACRE| 350.00000 3500.00| 367.50000 3675.00| Temporary Seeding | | | 0460 665B000 10.000 ACRE| 300.00000 3000.00| 315.00000 3150.00| Temporary Mulching | | | 0470 665F000 227.000 EACH| 5.00000 1135.00| 6.07000 1377.89| Hay Bales | | | 0480 665I000 26.000 TON | 22.00000 572.00| 55.13000 1433.38| Temporary Riprap, Class 2 | | | 0490 665J000 27050.000 LF | 1.00000 27050.00| 3.31000 89535.50| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 039 -9 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020426039 COUNTIES : BLOUNT LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16048 |( 5 ) 01018 |( ) |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 680A000 LUMP| 15000.00000 15000.00| 58800.00000 58800.00| Engineering Controls | | | 0510 701A030 12.000 MILE| 600.00000 7200.00| 630.00000 7560.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0520 701A034 9.000 MILE| 600.00000 5400.00| 630.00000 5670.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0530 701A044 2.000 MILE| 325.00000 650.00| 341.25000 682.50| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0540 701C000 6.000 MILE| 250.00000 1500.00| 262.50000 1575.00| Broken Temporary Traffic Stripe | | | 0550 701C001 27.000 MILE| 300.00000 8100.00| 315.00000 8505.00| Solid Temporary Traffic Stripe | | | 0560 703A002 852.000 SQFT| 1.60000 1363.20| 1.68000 1431.36| Traffic Control Markings, Class 2, Type | | | A | | | 0570 703B002 279.000 SQFT| 1.60000 446.40| 1.68000 468.72| Traffic Control Legends, Class 2, Type | | | 0580 705A032 100.000 EACH| 4.25000 425.00| 4.46000 446.00| Pavement Markers, Class A-H, Type 1-B | | | 0590 705A037 700.000 EACH| 4.25000 2975.00| 4.46000 3122.00| Pavement Markers, Class A-H, Type 2-D | | | 0600 710A120 315.000 SQFT| 14.00000 4410.00| 14.33000 4513.95| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thickness (Type III Or Type IV | | | Background) | | | 0610 710B001 568.000 LF | 5.50000 3124.00| 4.97000 2822.96| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0620 740B000 581.000 SQFT| 7.00000 4067.00| 7.72000 4485.32| Construction Signs | | | 0630 740D000 50.000 EACH| 70.00000 3500.00| 82.28000 4114.00| Channelizing Drums | | | 0640 740E000 75.000 EACH| 12.00000 900.00| 13.96000 1047.00| Cones (36 Inches High) | | | SECTION TOTALS | $ 1,521,576.93| $ 1,902,195.06| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,521,576.93| $ 1,902,195.06| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20020426040 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-0800(204) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Stadium Drive over a tributary to Alexandria Creek in Alexandria. Length 0.056 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16032 PRICHARD CONSTRUCTION COMPANY $ 159,465.36 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 165,297.32 103.6572% 3 16016 JOHN PLOTT COMPANY, INC. $ 175,543.86 110.0828% 4 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 184,316.15 115.5838% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020426040 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 04009 |( 3 ) 16016 |PRICHARD CONSTRUCTION COMPA |W. W. DYAR & SONS, INC. |JOHN PLOTT COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 6000.00000 6000.00| 6800.00000 6800.00| 0.01000 0.01 Clearing & Grubbing (Approximately 0.75 | | | Acres) | | | 0020 206A000 LUMP| 8000.00000 8000.00| 9800.00000 9800.00| 6880.00000 6880.00 Removal Of Old Bridge, Station STA 6+44 | | | 13 | | | 0030 210A000 39.000 CUYD| 7.00000 273.00| 10.00000 390.00| 6.65000 259.35 Unclassified Excavation | | | 0040 210D001 329.000 CUYD| 10.00000 3290.00| 12.00000 3948.00| 15.75000 5181.75 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 179.000 CUYD| 8.00000 1432.00| 9.00000 1611.00| 11.25000 2013.75 Structure Excavation | | | 0060 214B001 269.000 CUYD| 28.00000 7532.00| 28.00000 7532.00| 27.30000 7343.70 Foundation Backfill, Commercial | | | 0070 230A000 3.000 RBST| 2155.00000 6465.00| 2041.00000 6123.00| 800.00000 2400.00 Roadbed Processing | | | 0080 301A012 584.000 SQYD| 18.01000 10517.84| 17.61000 10284.24| 11.40000 6657.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 584.000 SQYD| 2.50000 1460.00| 1.93000 1127.12| 1.85000 1080.40 Bituminous Treatment A | | | 0100 405A000 18.000 GAL | 1.50000 27.00| 1.27000 22.86| 53.20000 957.60 Tack Coat | | | 0110 424A340 74.000 TON | 80.00000 5920.00| 81.25000 6012.50| 133.00000 9842.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 98.000 TON | 60.49000 5928.02| 64.35000 6306.30| 120.00000 11760.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 12.000 TON | 30.00000 360.00| 28.00000 336.00| 19.00000 228.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 33565.000 LB | 0.50000 16782.50| 0.50000 16782.50| 0.51000 17118.15 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020426040 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 04009 |( 3 ) 16016 |PRICHARD CONSTRUCTION COMPA |W. W. DYAR & SONS, INC. |JOHN PLOTT COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524A011 167.000 CUYD| 300.00000 50100.00| 300.00000 50100.00| 335.00000 55945.00 Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 9000.00000 9000.00| 12000.00000 12000.00| 22210.00000 22210.00 Mobilization | | | 0170 610C001 150.000 TON | 30.00000 4500.00| 28.00000 4200.00| 27.00000 4050.00 Loose Riprap, Class 2 | | | 0180 610D003 118.000 SQYD| 6.00000 708.00| 4.00000 472.00| 2.50000 295.00 Filter Blanket, Geotextile | | | 0190 636A002 110.000 LF | 4.00000 440.00| 5.00000 550.00| 13.00000 1430.00 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0200 650A000 112.000 CUYD| 10.00000 1120.00| 12.00000 1344.00| 8.50000 952.00 Topsoil | | | 0210 652A053 1.000 ACRE| 1000.00000 1000.00| 1100.00000 1100.00| 900.00000 900.00 Seeding (Mix 1E) | | | 0220 656A000 1.000 ACRE| 1000.00000 1000.00| 1100.00000 1100.00| 900.00000 900.00 Mulching, Class A, Type 1 | | | 0230 665F000 50.000 EACH| 9.00000 450.00| 5.00000 250.00| 6.00000 300.00 Hay Bales | | | 0240 665J000 200.000 LF | 8.00000 1600.00| 4.00000 800.00| 3.40000 680.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 5185.00000 5185.00 Engineering Controls | | | 0260 701A031 1.000 MILE| 2260.00000 2260.00| 2200.00000 2200.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0270 701A035 1.000 MILE| 2260.00000 2260.00| 2200.00000 2200.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0280 701C001 1.000 MILE| 735.00000 735.00| 715.00000 715.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 0290 703A002 40.000 SQFT| 3.00000 120.00| 1.52000 60.80| 6.65000 266.00 Traffic Control Markings, Class 2, Type | | | A | | | 0300 705A037 8.000 EACH| 10.00000 80.00| 5.50000 44.00| 13.30000 106.40 Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 245.000 SQFT| 11.00000 2695.00| 12.00000 2940.00| 9.30000 2278.50 Construction Signs | | | 0320 740C000 21.000 SQFT| 10.00000 210.00| 26.00000 546.00| 10.65000 223.65 Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020426040 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 04009 |( 3 ) 16016 |PRICHARD CONSTRUCTION COMPA |W. W. DYAR & SONS, INC. |JOHN PLOTT COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740F002 8.000 EACH| 250.00000 2000.00| 250.00000 2000.00| 200.00000 1600.00 Barricades, Type III | | | 0340 740I005 4.000 EACH| 300.00000 1200.00| 150.00000 600.00| 375.00000 1500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 159,465.36| $ 165,297.32| $ 175,543.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 159,465.36| $ 165,297.32| $ 175,543.86 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 040 -5 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020426040 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 13000.00000 13000.00| | Clearing & Grubbing (Approximately 0.75 | | | Acres) | | | 0020 206A000 LUMP| 3000.00000 3000.00| | Removal Of Old Bridge, Station STA 6+44 | | | 13 | | | 0030 210A000 39.000 CUYD| 17.00000 663.00| | Unclassified Excavation | | | 0040 210D001 329.000 CUYD| 4.40000 1447.60| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 179.000 CUYD| 19.00000 3401.00| | Structure Excavation | | | 0060 214B001 269.000 CUYD| 39.00000 10491.00| | Foundation Backfill, Commercial | | | 0070 230A000 3.000 RBST| 900.00000 2700.00| | Roadbed Processing | | | 0080 301A012 584.000 SQYD| 21.00000 12264.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 584.000 SQYD| 2.20000 1284.80| | Bituminous Treatment A | | | 0100 405A000 18.000 GAL | 1.50000 27.00| | Tack Coat | | | 0110 424A340 74.000 TON | 70.00000 5180.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 98.000 TON | 76.00000 7448.00| | Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 12.000 TON | 40.00000 480.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 33565.000 LB | 0.55000 18460.75| | Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 040 -6 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020426040 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524A011 167.000 CUYD| 350.00000 58450.00| | Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 24000.00000 24000.00| | Mobilization | | | 0170 610C001 150.000 TON | 27.00000 4050.00| | Loose Riprap, Class 2 | | | 0180 610D003 118.000 SQYD| 2.00000 236.00| | Filter Blanket, Geotextile | | | 0190 636A002 110.000 LF | 5.00000 550.00| | Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0200 650A000 112.000 CUYD| 4.00000 448.00| | Topsoil | | | 0210 652A053 1.000 ACRE| 1200.00000 1200.00| | Seeding (Mix 1E) | | | 0220 656A000 1.000 ACRE| 800.00000 800.00| | Mulching, Class A, Type 1 | | | 0230 665F000 50.000 EACH| 7.00000 350.00| | Hay Bales | | | 0240 665J000 200.000 LF | 4.00000 800.00| | Silt Fence, Type A | | | 0250 680A000 LUMP| 5500.00000 5500.00| | Engineering Controls | | | 0260 701A031 1.000 MILE| 665.00000 665.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0270 701A035 1.000 MILE| 760.00000 760.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0280 701C001 1.000 MILE| 285.00000 285.00| | Solid Temporary Traffic Stripe | | | 0290 703A002 40.000 SQFT| 2.30000 92.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0300 705A037 8.000 EACH| 7.00000 56.00| | Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 245.000 SQFT| 11.00000 2695.00| | Construction Signs | | | 0320 740C000 21.000 SQFT| 12.00000 252.00| | Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 040 -7 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020426040 COUNTIES : CALHOUN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740F002 8.000 EACH| 250.00000 2000.00| | Barricades, Type III | | | 0340 740I005 4.000 EACH| 320.00000 1280.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 184,316.15| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 184,316.15| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20020426041 COUNTIES : CLEBURNE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACGBBRZ-1500(203) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#36 at Turner Creek southeast of Five Points. Length 0.007 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12019 LEVERETT CONSTRUCTION COMPANY $ 97,297.70 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 97,502.00 100.2100% 3 08077 HASTINGS GENERAL CONTRACTING, INC. $ 97,639.70 100.3515% 4 23044 WARE CONSTRUCTION CO., INC. $ 99,296.67 102.0545% 5 16016 JOHN PLOTT COMPANY, INC. $ 126,129.60 129.6327% 6 04009 W. W. DYAR & SONS, INC. $ 126,163.00 129.6670% 7 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 126,219.90 129.7255% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020426041 COUNTIES : CLEBURNE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 16032 |( 3 ) 08077 |LEVERETT CONSTRUCTION COMPA |PRICHARD CONSTRUCTION COMPA |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 15+00.00 | | | 0020 214A000 487.000 CUYD| 5.00000 2435.00| 10.00000 4870.00| 6.00000 2922.00 Structure Excavation | | | 0030 214B001 78.000 CUYD| 28.00000 2184.00| 28.00000 2184.00| 14.00000 1092.00 Foundation Backfill, Commercial | | | 0040 502A000 30986.000 LB | 0.45000 13943.70| 0.50000 15493.00| 0.45000 13943.70 Steel Reinforcement | | | 0050 524A011 181.000 CUYD| 350.00000 63350.00| 285.00000 51585.00| 300.00000 54300.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 5000.00000 5000.00 Mobilization | | | 0070 610C001 200.000 TON | 25.00000 5000.00| 30.00000 6000.00| 22.00000 4400.00 Loose Riprap, Class 2 | | | 0080 610D003 120.000 SQYD| 2.50000 300.00| 5.00000 600.00| 2.00000 240.00 Filter Blanket, Geotextile | | | 0090 665F000 50.000 EACH| 4.50000 225.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0100 665J000 400.000 LF | 3.00000 1200.00| 5.00000 2000.00| 4.00000 1600.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 500.00000 500.00| 2000.00000 2000.00| 2500.00000 2500.00 Engineering Controls | | | 0120 740B000 266.000 SQFT| 10.00000 2660.00| 10.00000 2660.00| 12.00000 3192.00 Construction Signs | | | 0130 740F002 8.000 EACH| 200.00000 1600.00| 250.00000 2000.00| 300.00000 2400.00 Barricades, Type III | | | 0140 740I005 4.000 EACH| 100.00000 400.00| 215.00000 860.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 97,297.70| $ 97,502.00| $ 97,639.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 97,297.70| $ 97,502.00| $ 97,639.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020426041 COUNTIES : CLEBURNE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23044 |( 5 ) 16016 |( 6 ) 04009 |WARE CONSTRUCTION CO., INC. |JOHN PLOTT COMPANY, INC. |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 6500.00000 6500.00| 7330.00000 7330.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 15+00.00 | | | 0020 214A000 487.000 CUYD| 6.75000 3287.25| 20.00000 9740.00| 12.00000 5844.00 Structure Excavation | | | 0030 214B001 78.000 CUYD| 23.00000 1794.00| 28.40000 2215.20| 28.00000 2184.00 Foundation Backfill, Commercial | | | 0040 502A000 30986.000 LB | 0.47000 14563.42| 0.55000 17042.30| 0.50000 15493.00 Steel Reinforcement | | | 0050 524A011 181.000 CUYD| 280.00000 50680.00| 380.00000 68780.00| 320.00000 57920.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 8500.00000 8500.00| 6400.00000 6400.00| 11000.00000 11000.00 Mobilization | | | 0070 610C001 200.000 TON | 25.00000 5000.00| 28.75000 5750.00| 28.00000 5600.00 Loose Riprap, Class 2 | | | 0080 610D003 120.000 SQYD| 1.25000 150.00| 2.30000 276.00| 4.00000 480.00 Filter Blanket, Geotextile | | | 0090 665F000 50.000 EACH| 3.00000 150.00| 6.85000 342.50| 5.00000 250.00 Hay Bales | | | 0100 665J000 400.000 LF | 4.50000 1800.00| 3.50000 1400.00| 4.00000 1600.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 5000.00000 5000.00 Engineering Controls | | | 0120 740B000 266.000 SQFT| 12.00000 3192.00| 9.60000 2553.60| 12.00000 3192.00 Construction Signs | | | 0130 740F002 8.000 EACH| 245.00000 1960.00| 205.00000 1640.00| 250.00000 2000.00 Barricades, Type III | | | 0140 740I005 4.000 EACH| 180.00000 720.00| 165.00000 660.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 99,296.67| $ 126,129.60| $ 126,163.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 99,296.67| $ 126,129.60| $ 126,163.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020426041 COUNTIES : CLEBURNE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 3000.00000 3000.00| | Removal Of Old Bridge, Station 15+00.00 | | | 0020 214A000 487.000 CUYD| 19.00000 9253.00| | Structure Excavation | | | 0030 214B001 78.000 CUYD| 40.00000 3120.00| | Foundation Backfill, Commercial | | | 0040 502A000 30986.000 LB | 0.65000 20140.90| | Steel Reinforcement | | | 0050 524A011 181.000 CUYD| 340.00000 61540.00| | Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 12000.00000 12000.00| | Mobilization | | | 0070 610C001 200.000 TON | 27.00000 5400.00| | Loose Riprap, Class 2 | | | 0080 610D003 120.000 SQYD| 2.00000 240.00| | Filter Blanket, Geotextile | | | 0090 665F000 50.000 EACH| 6.00000 300.00| | Hay Bales | | | 0100 665J000 400.000 LF | 4.00000 1600.00| | Silt Fence, Type A | | | 0110 680A000 LUMP| 3500.00000 3500.00| | Engineering Controls | | | 0120 740B000 266.000 SQFT| 11.00000 2926.00| | Construction Signs | | | 0130 740F002 8.000 EACH| 300.00000 2400.00| | Barricades, Type III | | | 0140 740I005 4.000 EACH| 200.00000 800.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 126,219.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 126,219.90| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20020426042 COUNTIES : ESCAMBIA LETTING DATE : 04/26/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-2708(200) for constructing the Bridge Replacement (Precast) on C.R.#18 at Narrow Gap Creek east of Pineview. Length 0.019 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 215,909.00 100.0000% 2 13092 MCCLAIN CONTRACTING COMPANY, INC. $ 232,607.50 107.7340% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 247,574.80 114.6663% 4 13021 MURPHREE BRIDGE CORPORATION $ 257,624.03 119.3207% 5 13099 MCINNIS, LLC $ 276,985.50 128.2881% 6 14008 NEWELL & BUSH, INC. $ 281,546.50 130.4005% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020426042 COUNTIES : ESCAMBIA LETTING DATE : 04/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13092 |( 3 ) 03001 |G. W. NORRELL CONTRACTING C |MCCLAIN CONTRACTING COMPANY |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| 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 444+69 | | | 0020 210A000 380.000 CUYD| 5.00000 1900.00| 5.00000 1900.00| 5.00000 1900.00 Unclassified Excavation | | | 0030 502A000 104.000 LB | 1.00000 104.00| 1.00000 104.00| 1.20000 124.80 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 500.00000 500.00| 1200.00000 1200.00| 2500.00000 2500.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 1535.000 LF | 20.00000 30700.00| 22.50000 34537.50| 23.50000 36072.50 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2000.00000 4000.00| 1950.00000 3900.00| 2100.00000 4200.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 13.000 CUYD| 400.00000 5200.00| 425.00000 5525.00| 500.00000 6500.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 44.000 EACH| 75.00000 3300.00| 75.00000 3300.00| 60.00000 2640.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 2800.00000 5600.00| 2800.00000 5600.00| 2850.00000 5700.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 2.000 EACH| 2700.00000 5400.00| 2750.00000 5500.00| 3100.00000 6200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 18.000 EACH| 2500.00000 45000.00| 2550.00000 45900.00| 2700.00000 48600.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 6.000 EACH| 2700.00000 16200.00| 2770.00000 16620.00| 2800.00000 16800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 4.000 EACH| 2900.00000 11600.00| 2950.00000 11800.00| 3100.00000 12400.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020426042 COUNTIES : ESCAMBIA LETTING DATE : 04/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13092 |( 3 ) 03001 |G. W. NORRELL CONTRACTING C |MCCLAIN CONTRACTING COMPANY |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 2.000 EACH| 2900.00000 5800.00| 2965.00000 5930.00| 3100.00000 6200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E002 16.000 EACH| 400.00000 6400.00| 375.00000 6000.00| 485.00000 7760.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0170 512F002 8.000 EACH| 600.00000 4800.00| 585.00000 4680.00| 675.00000 5400.00 Precast Concrete Wing Panels, Type W3 | | | 0180 512G000 4.000 EACH| 450.00000 1800.00| 480.00000 1920.00| 570.00000 2280.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 30000.00000 30000.00 Mobilization | | | 0200 610C001 800.000 TON | 29.00000 23200.00| 29.00000 23200.00| 28.00000 22400.00 Loose Riprap, Class 2 | | | 0210 610D003 730.000 SQYD| 3.00000 2190.00| 1.75000 1277.50| 2.00000 1460.00 Filter Blanket, Geotextile | | | 0220 630C003 4.000 EACH| 975.00000 3900.00| 1450.00000 5800.00| 1050.00000 4200.00 Guardrail End Anchor, Type 13 | | | 0230 630C070 4.000 EACH| 1325.00000 5300.00| 1740.00000 6960.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0240 665F000 40.000 EACH| 3.00000 120.00| 5.50000 220.00| 6.50000 260.00 Hay Bales | | | 0250 665J000 400.000 LF | 3.00000 1200.00| 2.75000 1100.00| 4.25000 1700.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 1050.00000 1050.00 Engineering Controls | | | 0270 740B000 193.000 SQFT| 15.00000 2895.00| 9.50000 1833.50| 7.50000 1447.50 Construction Signs | | | 0280 740F002 12.000 EACH| 400.00000 4800.00| 375.00000 4500.00| 160.00000 1920.00 Barricades, Type III | | | 0290 740I005 2.000 EACH| 500.00000 1000.00| 150.00000 300.00| 130.00000 260.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 215,909.00| $ 232,607.50| $ 247,574.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 215,909.00| $ 232,607.50| $ 247,574.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020426042 COUNTIES : ESCAMBIA LETTING DATE : 04/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( 6 ) 14008 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 17000.00000 17000.00| 18000.00000 18000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 444+69 | | | 0020 210A000 380.000 CUYD| 8.00000 3040.00| 4.50000 1710.00| 7.50000 2850.00 Unclassified Excavation | | | 0030 502A000 104.000 LB | 2.50000 260.00| 1.00000 104.00| 1.00000 104.00 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| 1200.00000 1200.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 1535.000 LF | 24.00000 36840.00| 21.00000 32235.00| 20.00000 30700.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 1450.00000 2900.00| 2048.00000 4096.00| 2200.00000 4400.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 13.000 CUYD| 500.00000 6500.00| 390.00000 5070.00| 350.00000 4550.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 44.000 EACH| 47.00000 2068.00| 75.00000 3300.00| 70.00000 3080.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3460.00000 6920.00| 2973.00000 5946.00| 3500.00000 7000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 2.000 EACH| 3700.00000 7400.00| 2902.00000 5804.00| 3800.00000 7600.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 18.000 EACH| 2940.00000 52920.00| 4717.00000 84906.00| 3000.00000 54000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 6.000 EACH| 3065.00000 18390.00| 3271.00000 19626.00| 3500.00000 21000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 4.000 EACH| 2930.00000 11720.00| 3316.00000 13264.00| 3400.00000 13600.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 042 -5 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020426042 COUNTIES : ESCAMBIA LETTING DATE : 04/26/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( 6 ) 14008 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 2.000 EACH| 2965.00000 5930.00| 3322.00000 6644.00| 3800.00000 7600.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E002 16.000 EACH| 635.00000 10160.00| 346.00000 5536.00| 200.00000 3200.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0170 512F002 8.000 EACH| 820.00000 6560.00| 634.00000 5072.00| 800.00000 6400.00 Precast Concrete Wing Panels, Type W3 | | | 0180 512G000 4.000 EACH| 645.00000 2580.00| 454.00000 1816.00| 550.00000 2200.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 17724.52000 17724.52| 18000.00000 18000.00| 50000.00000 50000.00 Mobilization | | | 0200 610C001 800.000 TON | 33.00000 26400.00| 25.00000 20000.00| 32.50000 26000.00 Loose Riprap, Class 2 | | | 0210 610D003 730.000 SQYD| 1.95000 1423.50| 2.80000 2044.00| 3.00000 2190.00 Filter Blanket, Geotextile | | | 0220 630C003 4.000 EACH| 975.00000 3900.00| 1050.00000 4200.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0230 630C070 4.000 EACH| 1325.00000 5300.00| 1560.00000 6240.00| 1600.00000 6400.00 Guardrail End Anchor, Type 10 Series | | | 0240 665F000 40.000 EACH| 6.50000 260.00| 5.00000 200.00| 6.50000 260.00 Hay Bales | | | 0250 665J000 400.000 LF | 3.30000 1320.00| 5.20000 2080.00| 4.00000 1600.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 2500.00000 2500.00 Engineering Controls | | | 0270 740B000 193.000 SQFT| 7.45000 1437.85| 12.50000 2412.50| 12.50000 2412.50 Construction Signs | | | 0280 740F002 12.000 EACH| 159.57000 1914.84| 300.00000 3600.00| 250.00000 3000.00 Barricades, Type III | | | 0290 740I005 2.000 EACH| 127.66000 255.32| 190.00000 380.00| 250.00000 500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 257,624.03| $ 276,985.50| $ 281,546.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 257,624.03| $ 276,985.50| $ 281,546.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20020426043 COUNTIES : FAYETTE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-2902(200) for constructing the Resurfacing and Traffic Stripe on C.R.#35 and C.R.#12 from Zion Chapel Church to the Tuscaloosa County Line. Length 9.592 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 781,338.00 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 835,459.67 106.9268% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020426043 COUNTIES : FAYETTE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D023 9000.000 CUYD| 6.00000 54000.00| 12.27000 110430.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0020 405A000 4500.000 GAL | 1.25000 5625.00| 1.23000 5535.00| Tack Coat | | | 0030 424A340 7200.000 TON | 38.90000 280080.00| 39.62000 285264.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A346 8000.000 TON | 38.90000 311200.00| 39.05000 312400.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 600A000 LUMP| 45500.00000 45500.00| 7814.65000 7814.65| Mobilization | | | 0060 630A001 1000.000 LF | 12.90000 12900.00| 18.44000 18440.00| Steel Beam Guardrail, Class A, Type 2 | | | 0070 630A015 432.000 LF | 14.50000 6264.00| 30.73000 13275.36| Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0080 630C022 4.000 EACH| 1650.00000 6600.00| 1782.07000 7128.28| Guardrail End Anchor, Type Special | | | 0090 630C070 14.000 EACH| 1250.00000 17500.00| 1782.07000 24948.98| Guardrail End Anchor, Type 10 Series | | | 0100 701A004 19.000 MILE| 320.00000 6080.00| 393.28000 7472.32| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0110 701A008 4.000 MILE| 190.00000 760.00| 233.51000 934.04| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0120 701A012 15.000 MILE| 310.00000 4650.00| 380.99000 5714.85| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0130 701C000 19.000 MILE| 340.00000 6460.00| 417.86000 7939.34| Broken Temporary Traffic Stripe | | | 0140 701C001 45.000 MILE| 380.00000 17100.00| 467.03000 21016.35| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20020426043 COUNTIES : FAYETTE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740B000 213.000 SQFT| 13.00000 2769.00| 12.29000 2617.77| Construction Signs | | | 0160 740E000 25.000 EACH| 1.00000 25.00| 14.75000 368.75| Cones (36 Inches High) | | | 0170 740M001 25.000 EACH| 1.00000 25.00| 4.92000 123.00| Ballast For Cone | | | 0180 740O000 1.000 EACH| 3800.00000 3800.00| 4036.98000 4036.98| Pilot Car | | | SECTION TOTALS | $ 781,338.00| $ 835,459.67| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 781,338.00| $ 835,459.67| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20020426044 COUNTIES : FRANKLIN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3000(204) for constructing the Bridge Replacement on C.R.#69 at Posey Creek just north of the Winston county line. Length 0.021 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 214,884.00 100.0000% 2 23071 WARRIOR CONSTRUCTORS, INC. $ 275,833.83 128.3641% 3 13058 J. W. MARKHAM & SON, INC. $ 289,683.20 134.8091% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020426044 COUNTIES : FRANKLIN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 23071 |( 3 ) 13058 |RILEY BRIDGE & ENGINEERING |WARRIOR CONSTRUCTORS, 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 206A000 LUMP| 7500.00000 7500.00| 45000.00000 45000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 11+20.17 | | | 0020 210A000 123.000 CUYD| 8.00000 984.00| 8.00000 984.00| 17.00000 2091.00 Unclassified Excavation | | | 0030 502A000 6050.000 LB | 0.48000 2904.00| 0.55000 3327.50| 0.58000 3509.00 Steel Reinforcement | | | 0040 502B000 LUMP| 12350.00000 12350.00| 14350.00000 14350.00| 15000.00000 15000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 11+11.00 Approx.| | | 27,400 Lbs. | | | 0050 505G004 20.000 EACH| 120.00000 2400.00| 100.00000 2000.00| 145.00000 2900.00 Pile Points (Type A, 14") | | | 0060 505M004 284.000 LF | 25.00000 7100.00| 30.00000 8520.00| 30.00000 8520.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0070 508A000 3415.000 LB | 3.50000 11952.50| 3.00000 10245.00| 3.18000 10859.70 Structural Steel | | | 0080 510A000 64.000 CUYD| 310.00000 19840.00| 400.00000 25600.00| 500.00000 32000.00 Bridge Substructure Concrete, Class A | | | 0090 510C051 LUMP| 43000.00000 43000.00| 45000.00000 45000.00| 70000.00000 70000.00 Bridge Concrete Superstructure, Station | | | 11+11.00 Approx. 120 Cu. Yds. | | | 0100 510E000 301.000 SQYD| 8.00000 2408.00| 6.83000 2055.83| 8.50000 2558.50 Grooving Concrete Bridge Decks | | | 0110 511A001 8.000 EACH| 310.00000 2480.00| 300.00000 2400.00| 345.00000 2760.00 Elastomeric Bearings, Type 2 | | | 0120 513B019 448.000 LF | 141.50000 63392.00| 140.00000 62720.00| 150.00000 67200.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0130 600A000 LUMP| 12000.00000 12000.00| 25000.00000 25000.00| 22000.00000 22000.00 Mobilization | | | 0140 610C001 54.000 TON | 24.00000 1296.00| 30.00000 1620.00| 23.00000 1242.00 Loose Riprap, Class 2 | | | 0150 610D003 43.000 SQYD| 5.00000 215.00| 3.00000 129.00| 6.00000 258.00 Filter Blanket, Geotextile | | | 0160 630A001 50.000 LF | 16.25000 812.50| 16.80000 840.00| 12.00000 600.00 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020426044 COUNTIES : FRANKLIN LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 23071 |( 3 ) 13058 |RILEY BRIDGE & ENGINEERING |WARRIOR CONSTRUCTORS, INC. |J. W. MARKHAM & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630C003 4.000 EACH| 1100.00000 4400.00| 1128.75000 4515.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0180 630C070 3.000 EACH| 1250.00000 3750.00| 1312.50000 3937.50| 1400.00000 4200.00 Guardrail End Anchor, Type 10 Series | | | 0190 665F000 50.000 EACH| 6.00000 300.00| 6.00000 300.00| 6.00000 300.00 Hay Bales | | | 0200 665J000 1120.000 LF | 6.00000 6720.00| 6.00000 6720.00| 3.00000 3360.00 Silt Fence, Type A | | | 0210 680A000 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 8500.00000 8500.00 Engineering Controls | | | 0220 740B000 198.000 SQFT| 10.00000 1980.00| 15.00000 2970.00| 7.50000 1485.00 Construction Signs | | | 0230 740F002 8.000 EACH| 450.00000 3600.00| 450.00000 3600.00| 160.00000 1280.00 Barricades, Type III | | | 0240 740I005 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 130.00000 260.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 214,884.00| $ 275,833.83| $ 289,683.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 214,884.00| $ 275,833.83| $ 289,683.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20020426046 COUNTIES : GREENE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3260(200) for constructing the Bridge Replacements (Bridge Culvert and Precast Bridge) on C.R.#208 at a tributary of Brush Creek and at a tributary of Trussels Creek north of Union. Length 0.020 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23071 WARRIOR CONSTRUCTORS, INC. $ 268,611.85 100.0000% 2 02088 B & B ENGINEERING & DESIGN $ 298,813.49 111.2436% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020426046 COUNTIES : GREENE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 02088 |( ) |WARRIOR CONSTRUCTORS, INC. |B & B ENGINEERING & DESIGN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 7000.00000 7000.00| 12000.00000 12000.00| Removal Of Old Bridge, Station 206+15.6 | | | 0020 206A001 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| Removal Of Old Bridge, Station 261+54.0 | | | 0030 210A000 50.000 CUYD| 10.00000 500.00| 6.00000 300.00| Unclassified Excavation | | | 0040 214A000 650.000 CUYD| 6.00000 3900.00| 6.00000 3900.00| Structure Excavation | | | 0050 214B001 268.000 CUYD| 30.00000 8040.00| 23.00000 6164.00| Foundation Backfill, Commercial | | | 0060 502A000 25767.000 LB | 0.55000 14171.85| 0.47000 12110.49| Steel Reinforcement | | | 0070 505M000 1160.000 LF | 18.00000 20880.00| 18.00000 20880.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0080 507A000 2.000 EACH| 2200.00000 4400.00| 2000.00000 4000.00| Wire Rope Abutment Anchor Assembly | | | 0090 510A000 4.000 CUYD| 250.00000 1000.00| 600.00000 2400.00| Bridge Substructure Concrete, Class A | | | 0100 511A000 33.000 EACH| 150.00000 4950.00| 125.00000 4125.00| Elastomeric Bearings, Type 1 | | | 0110 512A017 2.000 EACH| 2700.00000 5400.00| 4000.00000 8000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0120 512B019 1.000 EACH| 3500.00000 3500.00| 4500.00000 4500.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 36'-8 1/2" | | | Long | | | 0130 512C010 12.000 EACH| 2900.00000 34800.00| 4500.00000 54000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 32'-0" Long | | | 0140 512C011 4.000 EACH| 3200.00000 12800.00| 3500.00000 14000.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 32'-0" Long| | | 0150 512D007 4.000 EACH| 3300.00000 13200.00| 4000.00000 16000.00| Precast Concrete Barrier Rail End | | | Section, 32'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020426046 COUNTIES : GREENE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 02088 |( ) |WARRIOR CONSTRUCTORS, INC. |B & B ENGINEERING & DESIGN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512E009 6.000 EACH| 200.00000 1200.00| 300.00000 1800.00| Precast Concrete Abutment Panels, Type | | | A1, 6'-1" Long | | | 0170 512E010 4.000 EACH| 250.00000 1000.00| 315.00000 1260.00| Precast Concrete Abutment Panels, Type | | | A1, 7'-4" Long | | | 0180 512E011 6.000 EACH| 275.00000 1650.00| 400.00000 2400.00| Precast Concrete Abutment Panels, Type | | | A2, 6'-1" Long | | | 0190 512E012 4.000 EACH| 300.00000 1200.00| 400.00000 1600.00| Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | 0200 512F000 4.000 EACH| 400.00000 1600.00| 410.00000 1640.00| Precast Concrete Wing Panels, Type W1 | | | 0210 512F001 4.000 EACH| 450.00000 1800.00| 500.00000 2000.00| Precast Concrete Wing Panels, Type W2 | | | 0220 512G000 4.000 EACH| 425.00000 1700.00| 450.00000 1800.00| Precast Concrete Abutment Wing Cap Pane | | | 0230 524A011 144.000 CUYD| 450.00000 64800.00| 315.00000 45360.00| Culvert Concrete (Cast In Place) | | | 0240 600A000 LUMP| 20000.00000 20000.00| 27500.00000 27500.00| Mobilization | | | 0250 610C001 260.000 TON | 25.00000 6500.00| 21.00000 5460.00| Loose Riprap, Class 2 | | | 0260 610D000 180.000 SQYD| 2.00000 360.00| 2.50000 450.00| Filter Blanket | | | 0270 630C003 4.000 EACH| 1105.00000 4420.00| 1400.00000 5600.00| Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1525.00000 6100.00| 1800.00000 7200.00| Guardrail End Anchor, Type 20 Series | | | 0290 665F000 80.000 EACH| 6.00000 480.00| 5.00000 400.00| Hay Bales | | | 0300 665J000 568.000 LF | 5.00000 2840.00| 8.00000 4544.00| Silt Fence, Type A | | | 0310 680A000 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| Engineering Controls | | | 0320 740B000 396.000 SQFT| 1.00000 396.00| 1.00000 396.00| Construction Signs | | | 0330 740F002 16.000 EACH| 1.00000 16.00| 1.00000 16.00| Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020426046 COUNTIES : GREENE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 02088 |( ) |WARRIOR CONSTRUCTORS, INC. |B & B ENGINEERING & DESIGN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740I005 8.000 EACH| 1.00000 8.00| 1.00000 8.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 268,611.85| $ 298,813.49| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 268,611.85| $ 298,813.49| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20020426047 COUNTIES : HENRY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3400(202) for constructing the Bridge Replacements (Bridge Culverts) ACGBBRZ-3400(203) and Approaches on C.R.#46 at Little Abbie Creek north of Abbeville and on C.R.#104 at Jack Creek west of Abbeville. Length 0.150 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12019 LEVERETT CONSTRUCTION COMPANY $ 410,058.72 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 421,758.71 102.8532% 3 14001 NEWELL ROADBUILDERS, INC. $ 471,492.67 114.9817% 4 04009 W. W. DYAR & SONS, INC. $ 541,132.12 131.9645% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020426047 COUNTIES : HENRY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 08017 |( 3 ) 14001 |LEVERETT CONSTRUCTION COMPA |H & L CONSTRUCTION, INC. |NEWELL ROADBUILDERS, 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| 5000.00000 5000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206B000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 15000.00000 15000.00 Removal Of Old Box Culvert, Station | | | 22+45.80 | | | 0030 206B001 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 12000.00000 12000.00 Removal Of Old Box Culvert, Station 5+9 | | | 0040 210A000 294.000 CUYD| 6.00000 1764.00| 6.00000 1764.00| 3.00000 882.00 Unclassified Excavation | | | 0050 210B000 313.000 CUYD| 10.00000 3130.00| 10.00000 3130.00| 3.00000 939.00 Channel Excavation | | | 0060 210D010 2918.000 CUYD| 7.00000 20426.00| 7.00000 20426.00| 7.25000 21155.50 Borrow Excavation (A-2 or Better) | | | 0070 214A000 1796.000 CUYD| 4.00000 7184.00| 8.00000 14368.00| 0.50000 898.00 Structure Excavation | | | 0080 214B001 632.000 CUYD| 25.00000 15800.00| 35.00000 22120.00| 5.00000 3160.00 Foundation Backfill, Commercial | | | 0090 230A000 8.000 RBST| 540.00000 4320.00| 540.00000 4320.00| 300.00000 2400.00 Roadbed Processing | | | 0100 301A042 2622.000 SQYD| 3.00000 7866.00| 3.00000 7866.00| 6.90000 18091.80 Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0110 401A000 1822.000 SQYD| 0.60000 1093.20| 0.60000 1093.20| 0.50000 911.00 Bituminous Treatment A | | | 0120 429A201 130.000 TON | 100.00000 13000.00| 100.00000 13000.00| 90.00000 11700.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 502A000 136912.000 LB | 0.42000 57503.04| 0.48000 65717.76| 0.42000 57503.04 Steel Reinforcement | | | 0140 524A011 730.000 CUYD| 246.43000 179893.90| 230.00000 167900.00| 294.00000 214620.00 Culvert Concrete (Cast In Place) | | | 0150 600A000 LUMP| 22000.00000 22000.00| 12000.00000 12000.00| 44600.00000 44600.00 Mobilization | | | 0160 610C001 995.000 TON | 24.00000 23880.00| 27.75000 27611.25| 25.75000 25621.25 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020426047 COUNTIES : HENRY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 08017 |( 3 ) 14001 |LEVERETT CONSTRUCTION COMPA |H & L CONSTRUCTION, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 610D003 773.000 SQYD| 2.50000 1932.50| 3.50000 2705.50| 3.00000 2319.00 Filter Blanket, Geotextile | | | 0180 650A000 560.000 CUYD| 8.50000 4760.00| 8.50000 4760.00| 7.25000 4060.00 Topsoil | | | 0190 652A061 2.000 ACRE| 480.00000 960.00| 550.00000 1100.00| 1000.00000 2000.00 Seeding (Mix 3E) | | | 0200 656A000 2.000 ACRE| 380.00000 760.00| 550.00000 1100.00| 800.00000 1600.00 Mulching, Class A, Type 1 | | | 0210 665F000 130.000 EACH| 4.20000 546.00| 5.00000 650.00| 5.00000 650.00 Hay Bales | | | 0220 665J000 720.000 LF | 3.00000 2160.00| 0.25000 180.00| 3.00000 2160.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 2000.00000 2000.00| 1300.00000 1300.00| 1500.00000 1500.00 Engineering Controls | | | 0240 701A004 2.000 MILE| 297.00000 594.00| 297.00000 594.00| 297.00000 594.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0250 701A008 2.000 MILE| 300.00000 600.00| 300.00000 600.00| 300.00000 600.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0260 701A012 2.000 MILE| 397.00000 794.00| 397.00000 794.00| 397.00000 794.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0270 701C000 2.000 MILE| 300.00000 600.00| 300.00000 600.00| 300.00000 600.00 Broken Temporary Traffic Stripe | | | 0280 701C001 2.000 MILE| 397.54000 795.08| 400.00000 800.00| 397.54000 795.08 Solid Temporary Traffic Stripe | | | 0290 705A032 3.000 EACH| 15.00000 45.00| 15.00000 45.00| 15.00000 45.00 Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 10.000 EACH| 10.00000 100.00| 10.00000 100.00| 10.00000 100.00 Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 588.000 SQFT| 9.00000 5292.00| 8.00000 4704.00| 13.00000 7644.00 Construction Signs | | | 0320 740F002 16.000 EACH| 210.00000 3360.00| 235.00000 3760.00| 325.00000 5200.00 Barricades, Type III | | | 0330 740I005 6.000 EACH| 150.00000 900.00| 275.00000 1650.00| 225.00000 1350.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 410,058.72| $ 421,758.71| $ 471,492.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 410,058.72| $ 421,758.71| $ 471,492.67 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020426047 COUNTIES : HENRY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( ) |( ) |W. W. DYAR & 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| 7490.00000 7490.00| | Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206B000 LUMP| 23500.00000 23500.00| | Removal Of Old Box Culvert, Station | | | 22+45.80 | | | 0030 206B001 LUMP| 18500.00000 18500.00| | Removal Of Old Box Culvert, Station 5+9 | | | 0040 210A000 294.000 CUYD| 6.60000 1940.40| | Unclassified Excavation | | | 0050 210B000 313.000 CUYD| 5.00000 1565.00| | Channel Excavation | | | 0060 210D010 2918.000 CUYD| 7.70000 22468.60| | Borrow Excavation (A-2 or Better) | | | 0070 214A000 1796.000 CUYD| 9.00000 16164.00| | Structure Excavation | | | 0080 214B001 632.000 CUYD| 32.00000 20224.00| | Foundation Backfill, Commercial | | | 0090 230A000 8.000 RBST| 600.00000 4800.00| | Roadbed Processing | | | 0100 301A042 2622.000 SQYD| 3.30000 8652.60| | Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0110 401A000 1822.000 SQYD| 0.66000 1202.52| | Bituminous Treatment A | | | 0120 429A201 130.000 TON | 110.00000 14300.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 502A000 136912.000 LB | 0.50000 68456.00| | Steel Reinforcement | | | 0140 524A011 730.000 CUYD| 300.00000 219000.00| | Culvert Concrete (Cast In Place) | | | 0150 600A000 LUMP| 40000.00000 40000.00| | Mobilization | | | 0160 610C001 995.000 TON | 32.00000 31840.00| | Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020426047 COUNTIES : HENRY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( ) |( ) |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 610D003 773.000 SQYD| 4.00000 3092.00| | Filter Blanket, Geotextile | | | 0180 650A000 560.000 CUYD| 10.00000 5600.00| | Topsoil | | | 0190 652A061 2.000 ACRE| 1500.00000 3000.00| | Seeding (Mix 3E) | | | 0200 656A000 2.000 ACRE| 900.00000 1800.00| | Mulching, Class A, Type 1 | | | 0210 665F000 130.000 EACH| 5.00000 650.00| | Hay Bales | | | 0220 665J000 720.000 LF | 4.00000 2880.00| | Silt Fence, Type A | | | 0230 680A000 LUMP| 8000.00000 8000.00| | Engineering Controls | | | 0240 701A004 2.000 MILE| 330.00000 660.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0250 701A008 2.000 MILE| 330.00000 660.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0260 701A012 2.000 MILE| 440.00000 880.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0270 701C000 2.000 MILE| 330.00000 660.00| | Broken Temporary Traffic Stripe | | | 0280 701C001 2.000 MILE| 440.00000 880.00| | Solid Temporary Traffic Stripe | | | 0290 705A032 3.000 EACH| 17.00000 51.00| | Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 10.000 EACH| 11.00000 110.00| | Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 588.000 SQFT| 12.00000 7056.00| | Construction Signs | | | 0320 740F002 16.000 EACH| 250.00000 4000.00| | Barricades, Type III | | | 0330 740I005 6.000 EACH| 175.00000 1050.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 541,132.12| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 541,132.12| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20020426048 COUNTIES : HOUSTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : DOTHAN PROJECT(S) : STPAA-3503(200) for constructing the Resurfacing and Traffic Stripe on STPAA-3534(200) various County Roads as indicated on the plans. Length STPOA-9441(600) 25.271 mi. OTHERS SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,830,031.63 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,006,224.78 109.6279% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020426048 COUNTIES : HOUSTON LETTING DATE : 04/26/02 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 206D001 1565.000 LF | 3.00000 4695.00| 3.00000 4695.00| Removing Guardrail | | | 0020 206E019 8.000 EACH| 100.00000 800.00| 100.00000 800.00| Removing Guardrail End Anchor (Type 10) | | | 0030 401B108 305316.000 SQYD| 0.62000 189295.92| 0.63000 192349.08| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 25517.000 GAL | 0.01000 255.17| 1.25000 31896.25| Tack Coat | | | 0050 408A054 535.000 SQYD| 4.45000 2380.75| 4.50000 2407.50| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0060 429A200 1600.000 TON | 36.25000 58000.00| 39.90000 63840.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A201 8492.000 TON | 35.32000 299937.44| 38.45000 326517.40| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 429A206 2395.000 TON | 38.68000 92638.60| 38.90000 93165.50| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0090 429A221 11635.000 TON | 35.18000 409319.30| 37.15000 432240.25| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 429A226 350.000 TON | 51.68000 18088.00| 45.00000 15750.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0110 429A241 4100.000 TON | 35.47000 145427.00| 37.95000 155595.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0120 429A246 1775.000 TON | 34.84000 61841.00| 39.15000 69491.25| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020426048 COUNTIES : HOUSTON LETTING DATE : 04/26/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 429B221 5885.000 TON | 33.53000 197324.05| 37.15000 218627.75| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0140 429B241 4900.000 TON | 33.12000 162288.00| 37.85000 185465.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0150 600A000 LUMP| 46160.00000 46160.00| 69000.00000 69000.00| Mobilization | | | 0160 630A001 200.000 LF | 13.00000 2600.00| 13.00000 2600.00| Steel Beam Guardrail, Class A, Type 2 | | | 0170 630A004 1565.000 LF | 20.00000 31300.00| 20.00000 31300.00| Steel Beam Guardrail, Class B, Type 2 | | | 0180 630C022 8.000 EACH| 1250.00000 10000.00| 1250.00000 10000.00| Guardrail End Anchor, Type Special | | | 0190 630C070 8.000 EACH| 1250.00000 10000.00| 1250.00000 10000.00| Guardrail End Anchor, Type 10 Series | | | 0200 701A031 19.000 MILE| 820.00000 15580.00| 860.00000 16340.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0210 701A035 28.000 MILE| 975.00000 27300.00| 980.00000 27440.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0220 701A045 18.000 MILE| 450.00000 8100.00| 490.00000 8820.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0230 701C000 18.000 MILE| 260.00000 4680.00| 250.00000 4500.00| Broken Temporary Traffic Stripe | | | 0240 701C001 28.000 MILE| 270.00000 7560.00| 270.00000 7560.00| Solid Temporary Traffic Stripe | | | 0250 701G049 3224.000 LF | 0.25000 806.00| 0.30000 967.20| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0260 703A002 1258.000 SQFT| 1.90000 2390.20| 1.60000 2012.80| Traffic Control Markings, Class 2, Type | | | A | | | 0270 703B002 135.000 SQFT| 2.60000 351.00| 2.50000 337.50| Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020426048 COUNTIES : HOUSTON LETTING DATE : 04/26/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 703D001 942.000 SQFT| 0.75000 706.50| 0.90000 847.80| Temporary Traffic Control Markings | | | 0290 705A032 587.000 EACH| 4.60000 2700.20| 4.50000 2641.50| Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 2340.000 EACH| 4.50000 10530.00| 4.70000 10998.00| Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 250.000 SQFT| 15.75000 3937.50| 14.00000 3500.00| Construction Signs | | | 0320 740E000 60.000 EACH| 6.00000 360.00| 12.00000 720.00| Cones (36 Inches High) | | | 0330 740M001 60.000 EACH| 3.00000 180.00| 5.00000 300.00| Ballast For Cone | | | 0340 740O000 1.000 EACH| 2500.00000 2500.00| 3500.00000 3500.00| Pilot Car | | | SECTION TOTALS | $ 1,830,031.63| $ 2,006,224.78| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,830,031.63| $ 2,006,224.78| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20020426049 COUNTIES : HOUSTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3500(206) for constructing the Bridge Replacements (Precast) on ACGBBRZ-3500(207) various County Routes as indicated on the plans. Length ACGBBRZ-3500(208) 0.109 mi. OTHERS SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 942,919.00 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,081,085.40 114.6531% 3 13021 MURPHREE BRIDGE CORPORATION $ 1,247,910.31 132.3454% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020426049 COUNTIES : HOUSTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 03001 |( 3 ) 13021 |F & W CONSTRUCTION CO., INC |CLARK CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 40000.00000 40000.00| 15000.00000 15000.00| 13700.00000 13700.00 Removal Of Old Bridge, Station 5+24.93 | | | 0020 206A001 LUMP| 40000.00000 40000.00| 10000.00000 10000.00| 5250.00000 5250.00 Removal Of Old Bridge, Station 5+24.93 | | | 0030 206A002 LUMP| 40000.00000 40000.00| 25000.00000 25000.00| 27125.00000 27125.00 Removal Of Old Bridge, Station 5+24.93 | | | 0040 206A006 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| 5040.00000 5040.00 Removal Of Old Bridge, Station 5+00.00 | | | 0050 210A000 870.000 CUYD| 20.00000 17400.00| 4.50000 3915.00| 8.00000 6960.00 Unclassified Excavation | | | 0060 502A000 692.000 LB | 0.50000 346.00| 1.20000 830.40| 2.50000 1730.00 Steel Reinforcement | | | 0070 505M002 8810.000 LF | 10.00000 88100.00| 22.00000 193820.00| 24.00000 211440.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 8.000 EACH| 3000.00000 24000.00| 2200.00000 17600.00| 1450.00000 11600.00 Wire Rope Abutment Anchor Assembly | | | 0090 510A000 86.000 CUYD| 200.00000 17200.00| 450.00000 38700.00| 500.00000 43000.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 231.000 EACH| 68.00000 15708.00| 55.00000 12705.00| 47.00000 10857.00 Elastomeric Bearings, Type 1 | | | 0110 512A014 8.000 EACH| 2200.00000 17600.00| 2800.00000 22400.00| 3460.00000 27680.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0120 512B004 13.000 EACH| 2500.00000 32500.00| 3075.00000 39975.00| 3700.00000 48100.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512C004 102.000 EACH| 2200.00000 224400.00| 2630.00000 268260.00| 2940.00000 299880.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0140 512C007 34.000 EACH| 2300.00000 78200.00| 2775.00000 94350.00| 3065.00000 104210.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0150 512D002 16.000 EACH| 2500.00000 40000.00| 3000.00000 48000.00| 2930.00000 46880.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0160 512D005 18.000 EACH| 2500.00000 45000.00| 3050.00000 54900.00| 2965.00000 53370.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020426049 COUNTIES : HOUSTON LETTING DATE : 04/26/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 03001 |( 3 ) 13021 |F & W CONSTRUCTION CO., INC |CLARK CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512E002 64.000 EACH| 400.00000 25600.00| 475.00000 30400.00| 635.00000 40640.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0180 512F002 32.000 EACH| 500.00000 16000.00| 660.00000 21120.00| 820.00000 26240.00 Precast Concrete Wing Panels, Type W3 | | | 0190 512G000 16.000 EACH| 500.00000 8000.00| 560.00000 8960.00| 645.00000 10320.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 30000.00000 30000.00| 65000.00000 65000.00| 138700.00000 138700.00 Mobilization | | | 0210 610C001 1685.000 TON | 20.00000 33700.00| 27.00000 45495.00| 33.00000 55605.00 Loose Riprap, Class 2 | | | 0220 610D003 1330.000 SQYD| 4.50000 5985.00| 2.00000 2660.00| 1.95000 2593.50 Filter Blanket, Geotextile | | | 0230 630C003 16.000 EACH| 1200.00000 19200.00| 950.00000 15200.00| 875.00000 14000.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 16.000 EACH| 2000.00000 32000.00| 1600.00000 25600.00| 1385.00000 22160.00 Guardrail End Anchor, Type 20 Series | | | 0250 665F000 200.000 EACH| 3.00000 600.00| 6.00000 1200.00| 6.50000 1300.00 Hay Bales | | | 0260 665J000 680.000 LF | 3.50000 2380.00| 4.00000 2720.00| 3.30000 2244.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 24000.00000 24000.00| 2275.00000 2275.00| 17285.81000 17285.81 Engineering Controls | | | SECTION TOTALS | $ 942,919.00| $ 1,081,085.40| $ 1,247,910.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 942,919.00| $ 1,081,085.40| $ 1,247,910.31 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20020426050 COUNTIES : LAUDERDALE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-8860(600) for constructing the Bridge Replacements (Bridge Culverts) ACGBBRZ-3900(203) and Approaches on C.R.#7 at Chisholm Branch north of Florence and on C.R.#73 at Keithly Branch north of Florence. Length - 0.267 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 350,165.16 100.0000% 2 19081 SHOTCRETE OF AMERICA $ 355,875.15 101.6307% 3 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 385,456.60 110.0785% 4 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 394,690.60 112.7156% 5 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 398,537.84 113.8142% 6 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 410,609.96 117.2618% 7 19074 S & M EQUIPMENT CO., INC. $ 416,298.59 118.8864% 8 04009 W. W. DYAR & SONS, INC. $ 438,251.50 125.1557% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020426050 COUNTIES : LAUDERDALE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 19081 |( 3 ) 03023 |APAC-ALABAMA, INC. |SHOTCRETE OF AMERICA |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 201A000 LUMP| 4066.97000 4066.97| 3750.00000 3750.00| 3150.00000 3150.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 2346.00000 2346.00| 6500.00000 6500.00| 3500.00000 3500.00 Removal Of Old Bridge, Station 13+54.30 | | | 0030 206A001 LUMP| 2346.00000 2346.00| 6500.00000 6500.00| 4060.00000 4060.00 Removal Of Old Bridge, Station 13+89.38 | | | 0040 210A000 829.000 CUYD| 7.46000 6184.34| 5.00000 4145.00| 3.50000 2901.50 Unclassified Excavation | | | 0050 210D000 3651.000 CUYD| 6.81000 24863.31| 5.00000 18255.00| 5.00000 18255.00 Borrow Excavation | | | 0060 214A000 1135.000 CUYD| 13.26000 15050.10| 11.00000 12485.00| 4.10000 4653.50 Structure Excavation | | | 0070 214B001 389.000 CUYD| 15.30000 5951.70| 15.00000 5835.00| 27.00000 10503.00 Foundation Backfill, Commercial | | | 0080 230A000 15.000 RBST| 274.67000 4120.05| 160.00000 2400.00| 116.00000 1740.00 Roadbed Processing | | | 0090 405A000 490.000 GAL | 0.94000 460.60| 3.00000 1470.00| 1.75000 857.50 Tack Coat | | | 0100 424A341 263.000 TON | 50.84000 13370.92| 58.00000 15254.00| 54.55000 14346.65 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B636 375.000 TON | 36.35000 13631.25| 48.00000 18000.00| 53.40000 20025.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0120 424C341 504.000 TON | 34.15000 17211.60| 50.00000 25200.00| 52.20000 26308.80 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0130 502A000 91627.000 LB | 0.41000 37567.07| 0.45000 41232.15| 0.55000 50394.85 Steel Reinforcement | | | 0140 524A011 511.000 CUYD| 285.60000 145941.60| 275.00000 140525.00| 275.00000 140525.00 Culvert Concrete (Cast In Place) | | | 0150 600A000 LUMP| 14835.11000 14835.11| 20000.00000 20000.00| 45000.00000 45000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020426050 COUNTIES : LAUDERDALE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 19081 |( 3 ) 03023 |APAC-ALABAMA, INC. |SHOTCRETE OF AMERICA |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 610C001 200.000 TON | 32.90000 6580.00| 18.00000 3600.00| 19.75000 3950.00 Loose Riprap, Class 2 | | | 0170 610D000 400.000 SQYD| 0.85000 340.00| 4.00000 1600.00| 3.50000 1400.00 Filter Blanket | | | 0180 650A000 20.000 CUYD| 13.48000 269.60| 15.00000 300.00| 5.80000 116.00 Topsoil | | | 0190 650B000 928.000 CUYD| 6.84000 6347.52| 5.50000 5104.00| 3.50000 3248.00 Topsoil From Stockpiles | | | 0200 652A053 2.000 ACRE| 2677.50000 5355.00| 1000.00000 2000.00| 2850.00000 5700.00 Seeding (Mix 1E) | | | 0210 656A000 2.000 ACRE| 2677.50000 5355.00| 1000.00000 2000.00| 2350.00000 4700.00 Mulching, Class A, Type 1 | | | 0220 665F000 100.000 EACH| 10.73000 1073.00| 4.00000 400.00| 7.00000 700.00 Hay Bales | | | 0230 665J000 600.000 LF | 3.00000 1800.00| 4.00000 2400.00| 6.00000 3600.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 5289.54000 5289.54| 4000.00000 4000.00| 5000.00000 5000.00 Engineering Controls | | | 0250 701A004 2.000 MILE| 510.00000 1020.00| 1000.00000 2000.00| 750.00000 1500.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0260 701A012 2.000 MILE| 510.00000 1020.00| 1000.00000 2000.00| 750.00000 1500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0270 740B000 572.000 SQFT| 7.50000 4290.00| 10.00000 5720.00| 8.15000 4661.80 Construction Signs | | | 0280 740F002 8.000 EACH| 199.26000 1594.08| 250.00000 2000.00| 175.00000 1400.00 Barricades, Type III | | | 0290 740I005 8.000 EACH| 235.60000 1884.80| 150.00000 1200.00| 220.00000 1760.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 350,165.16| $ 355,875.15| $ 385,456.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 350,165.16| $ 355,875.15| $ 385,456.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 050 -4 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020426050 COUNTIES : LAUDERDALE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( 5 ) 20011 |( 6 ) 18036 |JOE KEENUM EXCAVATION & CON |TRI-COUNTY CONCRETE CONSTRU |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| 8000.00000 8000.00| 20000.00000 20000.00| 4500.00000 4500.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 10500.00000 10500.00 Removal Of Old Bridge, Station 13+54.30 | | | 0030 206A001 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 9000.00000 9000.00 Removal Of Old Bridge, Station 13+89.38 | | | 0040 210A000 829.000 CUYD| 7.75000 6424.75| 6.00000 4974.00| 4.40000 3647.60 Unclassified Excavation | | | 0050 210D000 3651.000 CUYD| 9.00000 32859.00| 7.50000 27382.50| 4.40000 16064.40 Borrow Excavation | | | 0060 214A000 1135.000 CUYD| 14.00000 15890.00| 20.00000 22700.00| 29.00000 32915.00 Structure Excavation | | | 0070 214B001 389.000 CUYD| 16.00000 6224.00| 20.00000 7780.00| 21.00000 8169.00 Foundation Backfill, Commercial | | | 0080 230A000 15.000 RBST| 400.00000 6000.00| 350.00000 5250.00| 130.00000 1950.00 Roadbed Processing | | | 0090 405A000 490.000 GAL | 2.00000 980.00| 2.00000 980.00| 2.20000 1078.00 Tack Coat | | | 0100 424A341 263.000 TON | 53.00000 13939.00| 47.00000 12361.00| 50.00000 13150.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B636 375.000 TON | 43.00000 16125.00| 38.00000 14250.00| 39.00000 14625.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0120 424C341 504.000 TON | 43.00000 21672.00| 38.00000 19152.00| 39.00000 19656.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0130 502A000 91627.000 LB | 0.55000 50394.85| 0.42000 38483.34| 0.48000 43980.96 Steel Reinforcement | | | 0140 524A011 511.000 CUYD| 290.00000 148190.00| 275.00000 140525.00| 310.00000 158410.00 Culvert Concrete (Cast In Place) | | | 0150 600A000 LUMP| 9500.00000 9500.00| 15000.00000 15000.00| 29000.00000 29000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 050 -5 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020426050 COUNTIES : LAUDERDALE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( 5 ) 20011 |( 6 ) 18036 |JOE KEENUM EXCAVATION & CON |TRI-COUNTY CONCRETE CONSTRU |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 610C001 200.000 TON | 22.00000 4400.00| 18.00000 3600.00| 22.00000 4400.00 Loose Riprap, Class 2 | | | 0170 610D000 400.000 SQYD| 3.50000 1400.00| 4.50000 1800.00| 4.00000 1600.00 Filter Blanket | | | 0180 650A000 20.000 CUYD| 10.00000 200.00| 12.00000 240.00| 12.00000 240.00 Topsoil | | | 0190 650B000 928.000 CUYD| 3.00000 2784.00| 7.00000 6496.00| 5.50000 5104.00 Topsoil From Stockpiles | | | 0200 652A053 2.000 ACRE| 800.00000 1600.00| 1000.00000 2000.00| 2000.00000 4000.00 Seeding (Mix 1E) | | | 0210 656A000 2.000 ACRE| 700.00000 1400.00| 1000.00000 2000.00| 2000.00000 4000.00 Mulching, Class A, Type 1 | | | 0220 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 6.00000 600.00 Hay Bales | | | 0230 665J000 600.000 LF | 6.00000 3600.00| 4.50000 2700.00| 6.00000 3600.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 3500.00000 3500.00 Engineering Controls | | | 0250 701A004 2.000 MILE| 500.00000 1000.00| 500.00000 1000.00| 800.00000 1600.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0260 701A012 2.000 MILE| 500.00000 1000.00| 500.00000 1000.00| 800.00000 1600.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0270 740B000 572.000 SQFT| 14.00000 8008.00| 12.00000 6864.00| 10.00000 5720.00 Construction Signs | | | 0280 740F002 8.000 EACH| 300.00000 2400.00| 250.00000 2000.00| 500.00000 4000.00 Barricades, Type III | | | 0290 740I005 8.000 EACH| 400.00000 3200.00| 250.00000 2000.00| 500.00000 4000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 394,690.60| $ 398,537.84| $ 410,609.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 394,690.60| $ 398,537.84| $ 410,609.96 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 050 -6 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020426050 COUNTIES : LAUDERDALE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 19074 |( 8 ) 04009 |( ) |S & M EQUIPMENT CO., INC. |W. W. DYAR & 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| 2300.00000 2300.00| 5000.00000 5000.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 5750.00000 5750.00| 12825.00000 12825.00| Removal Of Old Bridge, Station 13+54.30 | | | 0030 206A001 LUMP| 5750.00000 5750.00| 12825.00000 12825.00| Removal Of Old Bridge, Station 13+89.38 | | | 0040 210A000 829.000 CUYD| 5.75000 4766.75| 7.00000 5803.00| Unclassified Excavation | | | 0050 210D000 3651.000 CUYD| 8.00000 29208.00| 9.00000 32859.00| Borrow Excavation | | | 0060 214A000 1135.000 CUYD| 12.00000 13620.00| 12.00000 13620.00| Structure Excavation | | | 0070 214B001 389.000 CUYD| 24.00000 9336.00| 28.00000 10892.00| Foundation Backfill, Commercial | | | 0080 230A000 15.000 RBST| 450.00000 6750.00| 500.00000 7500.00| Roadbed Processing | | | 0090 405A000 490.000 GAL | 1.75000 857.50| 1.00000 490.00| Tack Coat | | | 0100 424A341 263.000 TON | 42.00000 11046.00| 65.00000 17095.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B636 375.000 TON | 40.00000 15000.00| 55.00000 20625.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0120 424C341 504.000 TON | 40.00000 20160.00| 50.00000 25200.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0130 502A000 91627.000 LB | 1.10000 100789.70| 0.50000 45813.50| Steel Reinforcement | | | 0140 524A011 511.000 CUYD| 250.00000 127750.00| 300.00000 153300.00| Culvert Concrete (Cast In Place) | | | 0150 600A000 LUMP| 20000.00000 20000.00| 36000.00000 36000.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 050 -7 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020426050 COUNTIES : LAUDERDALE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 19074 |( 8 ) 04009 |( ) |S & M EQUIPMENT CO., INC. |W. W. DYAR & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 610C001 200.000 TON | 14.00000 2800.00| 28.00000 5600.00| Loose Riprap, Class 2 | | | 0170 610D000 400.000 SQYD| 6.56000 2624.00| 4.00000 1600.00| Filter Blanket | | | 0180 650A000 20.000 CUYD| 11.50000 230.00| 10.00000 200.00| Topsoil | | | 0190 650B000 928.000 CUYD| 8.63000 8008.64| 5.00000 4640.00| Topsoil From Stockpiles | | | 0200 652A053 2.000 ACRE| 650.00000 1300.00| 1500.00000 3000.00| Seeding (Mix 1E) | | | 0210 656A000 2.000 ACRE| 800.00000 1600.00| 900.00000 1800.00| Mulching, Class A, Type 1 | | | 0220 665F000 100.000 EACH| 9.20000 920.00| 5.00000 500.00| Hay Bales | | | 0230 665J000 600.000 LF | 3.16000 1896.00| 4.00000 2400.00| Silt Fence, Type A | | | 0240 680A000 LUMP| 11500.00000 11500.00| 6000.00000 6000.00| Engineering Controls | | | 0250 701A004 2.000 MILE| 575.00000 1150.00| 550.00000 1100.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0260 701A012 2.000 MILE| 575.00000 1150.00| 550.00000 1100.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0270 740B000 572.000 SQFT| 13.00000 7436.00| 12.00000 6864.00| Construction Signs | | | 0280 740F002 8.000 EACH| 225.00000 1800.00| 250.00000 2000.00| Barricades, Type III | | | 0290 740I005 8.000 EACH| 100.00000 800.00| 200.00000 1600.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 416,298.59| $ 438,251.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 416,298.59| $ 438,251.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20020426053 COUNTIES : RANDOLPH LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-5607(200) for constructing the Resurfacing and Traffic Stripe on C.R.#59 from U.S.#431 in Roanoke to C.R.#65 at Tin Shop. Length 7.035 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING CO., INC. $ 695,943.28 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 696,871.46 100.1334% 3 01018 APAC-ALABAMA, INC. $ 739,414.46 106.2464% 4 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 791,156.20 113.6811% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20020426053 COUNTIES : RANDOLPH LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 04013 |( 3 ) 01018 |EAST ALABAMA PAVING CO., IN |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 2560.000 TON | 5.00000 12800.00| 12.78000 32716.80| 20.13000 51532.80 Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0020 401B108 84607.000 SQYD| 1.10000 93067.70| 0.72000 60917.04| 0.70000 59224.90 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 5418.000 GAL | 0.01000 54.18| 1.15000 6230.70| 1.00000 5418.00 Tack Coat | | | 0040 424A340 4590.000 TON | 40.20000 184518.00| 33.06000 151745.40| 35.99000 165194.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 1545.000 TON | 20.16000 31147.20| 34.42000 53178.90| 37.10000 57319.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B636 8260.000 TON | 35.22000 290917.20| 30.54000 252260.40| 32.76000 270597.60 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0070 424B640 400.000 TON | 10.00000 4000.00| 46.57000 18628.00| 45.57000 18228.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424C351 1651.000 TON | 0.00000 0.00| 33.68000 55605.68| 33.26000 54912.26 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 600A000 LUMP| 20667.00000 20667.00| 11630.67000 11630.67| 2840.00000 2840.00 Mobilization | | | 0100 701A031 15.000 MILE| 980.00000 14700.00| 1038.97000 15584.55| 1008.00000 15120.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0110 701A035 13.000 MILE| 1150.00000 14950.00| 1158.02000 15054.26| 1123.50000 14605.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 2.000 MILE| 890.00000 1780.00| 649.36000 1298.72| 630.00000 1260.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20020426053 COUNTIES : RANDOLPH LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 04013 |( 3 ) 01018 |EAST ALABAMA PAVING CO., IN |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C000 4.000 MILE| 270.00000 1080.00| 346.33000 1385.32| 336.00000 1344.00 Broken Temporary Traffic Stripe | | | 0140 701C001 26.000 MILE| 370.00000 9620.00| 367.96000 9566.96| 357.00000 9282.00 Solid Temporary Traffic Stripe | | | 0150 703A002 280.000 SQFT| 2.80000 784.00| 1.95000 546.00| 1.89000 529.20 Traffic Control Markings, Class 2, Type | | | A | | | 0160 705A032 70.000 EACH| 5.20000 364.00| 5.08000 355.60| 4.94000 345.80 Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 860.000 EACH| 5.40000 4644.00| 5.30000 4558.00| 5.15000 4429.00 Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 260.000 SQFT| 10.00000 2600.00| 8.03000 2087.80| 8.93000 2321.80 Construction Signs | | | 0190 740O000 1.000 EACH| 8250.00000 8250.00| 3520.66000 3520.66| 4910.00000 4910.00 Pilot Car | | | SECTION TOTALS | $ 695,943.28| $ 696,871.46| $ 739,414.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 695,943.28| $ 696,871.46| $ 739,414.46 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20020426053 COUNTIES : RANDOLPH LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 2560.000 TON | 14.50000 37120.00| | Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0020 401B108 84607.000 SQYD| 0.60000 50764.20| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 5418.000 GAL | 1.00000 5418.00| | Tack Coat | | | 0040 424A340 4590.000 TON | 38.00000 174420.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 1545.000 TON | 34.00000 52530.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B636 8260.000 TON | 31.95000 263907.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0070 424B640 400.000 TON | 65.00000 26000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424C351 1651.000 TON | 34.00000 56134.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 600A000 LUMP| 73455.00000 73455.00| | Mobilization | | | 0100 701A031 15.000 MILE| 960.00000 14400.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0110 701A035 13.000 MILE| 1070.00000 13910.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 2.000 MILE| 600.00000 1200.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 053 -5 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20020426053 COUNTIES : RANDOLPH LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C000 4.000 MILE| 320.00000 1280.00| | Broken Temporary Traffic Stripe | | | 0140 701C001 26.000 MILE| 340.00000 8840.00| | Solid Temporary Traffic Stripe | | | 0150 703A002 280.000 SQFT| 1.80000 504.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0160 705A032 70.000 EACH| 4.70000 329.00| | Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 860.000 EACH| 4.90000 4214.00| | Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 260.000 SQFT| 14.35000 3731.00| | Construction Signs | | | 0190 740O000 1.000 EACH| 3000.00000 3000.00| | Pilot Car | | | SECTION TOTALS | $ 791,156.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 791,156.20| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20020426056 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5900(203) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#81 over Blue Spring Branch in Vincent. Length - 0.123 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18050 RICHARDS & SONS CONSTRUCTION CO., INC. $ 220,330.45 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 227,793.75 103.3873% 3 16048 WALKER PATTON COMPANY, INC. $ 241,670.19 109.6853% 4 04009 W. W. DYAR & SONS, INC. $ 261,290.85 118.5904% 5 23070 WINSTON CONTRACTING, L.L.C. $ 274,035.11 124.3746% 6 01018 APAC-ALABAMA, INC. $ 295,905.91 134.3010% 7 07011 GROUT, INCORPORATED $ 299,473.65 135.9202% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020426056 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18050 |( 2 ) 07003 |( 3 ) 16048 |RICHARDS & SONS CONSTRUCTIO |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 4500.00000 4500.00| 18000.00000 18000.00| 26400.00000 26400.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 5500.00000 5500.00 Removal Of Old Bridge, Station 5+39.79 | | | 0030 206D000 36.000 LF | 10.00000 360.00| 7.00000 252.00| 3.00000 108.00 Removing Pipe | | | 0040 206E000 2.000 EACH| 200.00000 400.00| 104.00000 208.00| 125.00000 250.00 Removing Headwalls | | | 0050 210A000 1424.000 CUYD| 4.00000 5696.00| 4.00000 5696.00| 3.75000 5340.00 Unclassified Excavation | | | 0060 210D000 4294.000 CUYD| 6.00000 25764.00| 6.00000 25764.00| 5.00000 21470.00 Borrow Excavation | | | 0070 214A000 450.000 CUYD| 5.00000 2250.00| 10.50000 4725.00| 8.00000 3600.00 Structure Excavation | | | 0080 214B001 140.000 CUYD| 25.00000 3500.00| 22.75000 3185.00| 18.00000 2520.00 Foundation Backfill, Commercial | | | 0090 230A000 7.000 RBST| 650.00000 4550.00| 90.00000 630.00| 300.00000 2100.00 Roadbed Processing | | | 0100 301A004 4986.000 SQYD| 4.85000 24182.10| 3.50000 17451.00| 4.84000 24132.24 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0110 401A000 1723.000 SQYD| 0.55000 947.65| 2.00000 3446.00| 0.50000 861.50 Bituminous Treatment A | | | 0120 405A000 50.000 GAL | 1.10000 55.00| 2.21000 110.50| 1.00000 50.00 Tack Coat | | | 0130 429A021 129.000 TON | 56.00000 7224.00| 60.00000 7740.00| 52.00000 6708.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429B202 217.000 TON | 42.75000 9276.75| 60.00000 13020.00| 39.75000 8625.75 Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0150 502A000 22772.000 LB | 0.54000 12296.88| 0.60000 13663.20| 0.55000 12524.60 Steel Reinforcement | | | 0160 524A011 117.000 CUYD| 315.00000 36855.00| 265.00000 31005.00| 331.00000 38727.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020426056 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18050 |( 2 ) 07003 |( 3 ) 16048 |RICHARDS & SONS CONSTRUCTIO |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 535A001 56.000 LF | 19.00000 1064.00| 21.00000 1176.00| 23.00000 1288.00 18" Side Drain Pipe | | | 0180 600A000 LUMP| 17550.00000 17550.00| 18000.00000 18000.00| 21750.00000 21750.00 Mobilization | | | 0190 610C001 260.000 TON | 22.50000 5850.00| 26.00000 6760.00| 21.06000 5475.60 Loose Riprap, Class 2 | | | 0200 610D002 240.000 SQYD| 3.50000 840.00| 2.00000 480.00| 2.25000 540.00 Filter Blanket, Geotextile (Non-Woven) | | | 0210 619A101 4.000 EACH| 500.00000 2000.00| 370.00000 1480.00| 425.00000 1700.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0220 629A004 125.000 LF | 60.00000 7500.00| 64.00000 8000.00| 122.50000 15312.50 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0230 630A001 50.000 LF | 13.00000 650.00| 15.00000 750.00| 12.00000 600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1021.25000 4085.00| 1200.00000 4800.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1343.75000 5375.00| 1700.00000 6800.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0260 636A002 630.000 LF | 3.00000 1890.00| 5.00000 3150.00| 4.00000 2520.00 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0270 650A000 724.000 CUYD| 10.00000 7240.00| 3.00000 2172.00| 10.00000 7240.00 Topsoil | | | 0280 652A053 1.000 ACRE| 860.00000 860.00| 1000.00000 1000.00| 950.00000 950.00 Seeding (Mix 1E) | | | 0290 656A001 1.000 ACRE| 860.00000 860.00| 1000.00000 1000.00| 950.00000 950.00 Mulching, Class A, Type 2 | | | 0300 665F000 54.000 EACH| 8.00000 432.00| 6.00000 324.00| 5.00000 270.00 Hay Bales | | | 0310 665J000 1370.000 LF | 3.00000 4110.00| 3.50000 4795.00| 3.00000 4110.00 Silt Fence, Type A | | | 0320 680A000 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 2500.00000 2500.00 Engineering Controls | | | 0330 701A031 1.000 MILE| 2250.00000 2250.00| 855.00000 855.00| 900.00000 900.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0340 701A035 1.000 MILE| 2250.00000 2250.00| 1045.00000 1045.00| 1000.00000 1000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 056 -4 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020426056 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18050 |( 2 ) 07003 |( 3 ) 16048 |RICHARDS & SONS CONSTRUCTIO |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 701C001 1.000 MILE| 735.00000 735.00| 285.00000 285.00| 300.00000 300.00 Solid Temporary Traffic Stripe | | | 0360 705A037 17.000 EACH| 5.75000 97.75| 5.11000 86.87| 5.00000 85.00 Pavement Markers, Class A-H, Type 2-D | | | 0370 740B000 314.000 SQFT| 7.88000 2474.32| 8.41000 2640.74| 8.00000 2512.00 Construction Signs | | | 0380 740E000 50.000 EACH| 14.00000 700.00| 18.97000 948.50| 13.00000 650.00 Cones (36 Inches High) | | | 0390 740F002 6.000 EACH| 170.00000 1020.00| 180.21000 1081.26| 350.00000 2100.00 Barricades, Type III | | | 0400 740I005 4.000 EACH| 285.00000 1140.00| 317.17000 1268.68| 300.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 220,330.45| $ 227,793.75| $ 241,670.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 220,330.45| $ 227,793.75| $ 241,670.19 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 056 -5 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020426056 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 23070 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |WINSTON CONTRACTING, L.L.C. |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| 6100.00000 6100.00| 10000.00000 10000.00| 11340.00000 11340.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 7000.00000 7000.00| 10000.00000 10000.00| 10970.55000 10970.55 Removal Of Old Bridge, Station 5+39.79 | | | 0030 206D000 36.000 LF | 5.00000 180.00| 5.00000 180.00| 12.32000 443.52 Removing Pipe | | | 0040 206E000 2.000 EACH| 200.00000 400.00| 300.00000 600.00| 221.69000 443.38 Removing Headwalls | | | 0050 210A000 1424.000 CUYD| 7.00000 9968.00| 7.50000 10680.00| 10.66000 15179.84 Unclassified Excavation | | | 0060 210D000 4294.000 CUYD| 9.00000 38646.00| 10.00000 42940.00| 8.05000 34566.70 Borrow Excavation | | | 0070 214A000 450.000 CUYD| 9.00000 4050.00| 20.00000 9000.00| 17.52000 7884.00 Structure Excavation | | | 0080 214B001 140.000 CUYD| 28.00000 3920.00| 26.00000 3640.00| 25.01000 3501.40 Foundation Backfill, Commercial | | | 0090 230A000 7.000 RBST| 666.00000 4662.00| 400.00000 2800.00| 386.27000 2703.89 Roadbed Processing | | | 0100 301A004 4986.000 SQYD| 5.00000 24930.00| 4.25000 21190.50| 4.04000 20143.44 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0110 401A000 1723.000 SQYD| 0.55000 947.65| 0.32000 551.36| 0.31000 534.13 Bituminous Treatment A | | | 0120 405A000 50.000 GAL | 1.10000 55.00| 1.50000 75.00| 1.40000 70.00 Tack Coat | | | 0130 429A021 129.000 TON | 58.00000 7482.00| 46.00000 5934.00| 44.32000 5717.28 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429B202 217.000 TON | 44.00000 9548.00| 35.00000 7595.00| 33.56000 7282.52 Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0150 502A000 22772.000 LB | 0.50000 11386.00| 0.50000 11386.00| 0.64000 14574.08 Steel Reinforcement | | | 0160 524A011 117.000 CUYD| 300.00000 35100.00| 450.00000 52650.00| 422.92000 49481.64 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 056 -6 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020426056 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 23070 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |WINSTON CONTRACTING, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 535A001 56.000 LF | 28.00000 1568.00| 20.00000 1120.00| 31.89000 1785.84 18" Side Drain Pipe | | | 0180 600A000 LUMP| 22000.00000 22000.00| 7500.00000 7500.00| 34580.66000 34580.66 Mobilization | | | 0190 610C001 260.000 TON | 28.00000 7280.00| 25.00000 6500.00| 24.67000 6414.20 Loose Riprap, Class 2 | | | 0200 610D002 240.000 SQYD| 4.00000 960.00| 2.50000 600.00| 2.89000 693.60 Filter Blanket, Geotextile (Non-Woven) | | | 0210 619A101 4.000 EACH| 500.00000 2000.00| 600.00000 2400.00| 577.31000 2309.24 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0220 629A004 125.000 LF | 150.00000 18750.00| 135.00000 16875.00| 102.89000 12861.25 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0230 630A001 50.000 LF | 13.20000 660.00| 12.50000 625.00| 12.60000 630.00 Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1045.00000 4180.00| 1000.00000 4000.00| 997.50000 3990.00 Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1375.00000 5500.00| 1300.00000 5200.00| 1312.50000 5250.00 Guardrail End Anchor, Type 10 Series | | | 0260 636A002 630.000 LF | 5.00000 3150.00| 6.00000 3780.00| 11.78000 7421.40 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0270 650A000 724.000 CUYD| 12.00000 8688.00| 11.00000 7964.00| 20.33000 14718.92 Topsoil | | | 0280 652A053 1.000 ACRE| 1100.00000 1100.00| 1050.00000 1050.00| 1050.00000 1050.00 Seeding (Mix 1E) | | | 0290 656A001 1.000 ACRE| 1100.00000 1100.00| 1050.00000 1050.00| 1050.00000 1050.00 Mulching, Class A, Type 2 | | | 0300 665F000 54.000 EACH| 5.00000 270.00| 5.00000 270.00| 7.82000 422.28 Hay Bales | | | 0310 665J000 1370.000 LF | 4.00000 5480.00| 4.00000 5480.00| 3.30000 4521.00 Silt Fence, Type A | | | 0320 680A000 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 5880.00000 5880.00 Engineering Controls | | | 0330 701A031 1.000 MILE| 1200.00000 1200.00| 940.00000 940.00| 945.00000 945.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0340 701A035 1.000 MILE| 1400.00000 1400.00| 1050.00000 1050.00| 1050.00000 1050.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 056 -7 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020426056 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 23070 |( 6 ) 01018 |W. W. DYAR & SONS, INC. |WINSTON CONTRACTING, L.L.C. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 701C001 1.000 MILE| 400.00000 400.00| 310.00000 310.00| 315.00000 315.00 Solid Temporary Traffic Stripe | | | 0360 705A037 17.000 EACH| 6.60000 112.20| 5.25000 89.25| 5.25000 89.25 Pavement Markers, Class A-H, Type 2-D | | | 0370 740B000 314.000 SQFT| 12.00000 3768.00| 15.00000 4710.00| 7.35000 2307.90 Construction Signs | | | 0380 740E000 50.000 EACH| 25.00000 1250.00| 18.00000 900.00| 15.78000 789.00 Cones (36 Inches High) | | | 0390 740F002 6.000 EACH| 250.00000 1500.00| 200.00000 1200.00| 157.50000 945.00 Barricades, Type III | | | 0400 740I005 4.000 EACH| 150.00000 600.00| 300.00000 1200.00| 262.50000 1050.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 261,290.85| $ 274,035.11| $ 295,905.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 261,290.85| $ 274,035.11| $ 295,905.91 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 056 -8 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020426056 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07011 |( ) |( ) |GROUT, INCORPORATED | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 11000.00000 11000.00| | Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 2000.00000 2000.00| | Removal Of Old Bridge, Station 5+39.79 | | | 0030 206D000 36.000 LF | 2.00000 72.00| | Removing Pipe | | | 0040 206E000 2.000 EACH| 100.00000 200.00| | Removing Headwalls | | | 0050 210A000 1424.000 CUYD| 8.00000 11392.00| | Unclassified Excavation | | | 0060 210D000 4294.000 CUYD| 15.00000 64410.00| | Borrow Excavation | | | 0070 214A000 450.000 CUYD| 25.00000 11250.00| | Structure Excavation | | | 0080 214B001 140.000 CUYD| 20.00000 2800.00| | Foundation Backfill, Commercial | | | 0090 230A000 7.000 RBST| 500.00000 3500.00| | Roadbed Processing | | | 0100 301A004 4986.000 SQYD| 5.30000 26425.80| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0110 401A000 1723.000 SQYD| 0.40000 689.20| | Bituminous Treatment A | | | 0120 405A000 50.000 GAL | 1.85000 92.50| | Tack Coat | | | 0130 429A021 129.000 TON | 57.85000 7462.65| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429B202 217.000 TON | 45.00000 9765.00| | Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0150 502A000 22772.000 LB | 0.50000 11386.00| | Steel Reinforcement | | | 0160 524A011 117.000 CUYD| 320.00000 37440.00| | Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 056 -9 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020426056 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07011 |( ) |( ) |GROUT, INCORPORATED | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 535A001 56.000 LF | 21.00000 1176.00| | 18" Side Drain Pipe | | | 0180 600A000 LUMP| 22000.00000 22000.00| | Mobilization | | | 0190 610C001 260.000 TON | 20.00000 5200.00| | Loose Riprap, Class 2 | | | 0200 610D002 240.000 SQYD| 5.00000 1200.00| | Filter Blanket, Geotextile (Non-Woven) | | | 0210 619A101 4.000 EACH| 1000.00000 4000.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0220 629A004 125.000 LF | 55.00000 6875.00| | Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0230 630A001 50.000 LF | 15.35000 767.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1216.00000 4864.00| | Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1600.00000 6400.00| | Guardrail End Anchor, Type 10 Series | | | 0260 636A002 630.000 LF | 6.00000 3780.00| | Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0270 650A000 724.000 CUYD| 15.00000 10860.00| | Topsoil | | | 0280 652A053 1.000 ACRE| 768.00000 768.00| | Seeding (Mix 1E) | | | 0290 656A001 1.000 ACRE| 768.00000 768.00| | Mulching, Class A, Type 2 | | | 0300 665F000 54.000 EACH| 5.00000 270.00| | Hay Bales | | | 0310 665J000 1370.000 LF | 6.00000 8220.00| | Silt Fence, Type A | | | 0320 680A000 LUMP| 11739.00000 11739.00| | Engineering Controls | | | 0330 701A031 1.000 MILE| 2000.00000 2000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0340 701A035 1.000 MILE| 2000.00000 2000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 056 -10 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020426056 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07011 |( ) |( ) |GROUT, INCORPORATED | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 701C001 1.000 MILE| 650.00000 650.00| | Solid Temporary Traffic Stripe | | | 0360 705A037 17.000 EACH| 5.00000 85.00| | Pavement Markers, Class A-H, Type 2-D | | | 0370 740B000 314.000 SQFT| 9.00000 2826.00| | Construction Signs | | | 0380 740E000 50.000 EACH| 12.80000 640.00| | Cones (36 Inches High) | | | 0390 740F002 6.000 EACH| 192.00000 1152.00| | Barricades, Type III | | | 0400 740I005 4.000 EACH| 337.00000 1348.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 299,473.65| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,473.65| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20020426058 COUNTIES : LAUDERDALE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 COLBERT CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : FLORENCE PROJECT(S) : ACSTPAA-8849(600) for constructing the Resurfacing and Traffic Stripe on Veteran's Drive and on the south approach to Patton Island bridge in Muscle Shoals. Length - 2.460 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 253,809.77 100.0000% 2 18031 ROGERS GROUP, INC. $ 309,854.76 122.0815% 3 19074 S & M EQUIPMENT CO., INC. $ 344,580.31 135.7632% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020426058 COUNTIES : LAUDERDALE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 COLBERT SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, 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 405A000 1496.000 GAL | 0.89000 1331.44| 2.00000 2992.00| 1.25000 1870.00 Tack Coat | | | 0020 408A052 45602.000 SQYD| 0.71000 32377.42| 1.00000 45602.00| 1.50000 68403.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A281 3420.000 TON | 38.71000 132388.20| 39.80000 136116.00| 42.00000 143640.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0040 424A284 200.000 TON | 46.35000 9270.00| 40.00000 8000.00| 45.00000 9000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0050 424A287 500.000 TON | 34.07000 17035.00| 39.00000 19500.00| 40.00000 20000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 428C000 20180.000 LF | 0.24000 4843.20| 1.00000 20180.00| 0.40000 8072.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0070 600A000 LUMP| 1772.44000 1772.44| 17813.00000 17813.00| 25000.00000 25000.00 Mobilization | | | 0080 665F000 25.000 EACH| 10.18000 254.50| 5.00000 125.00| 11.50000 287.50 Hay Bales | | | 0090 665J000 1000.000 LF | 1.63000 1630.00| 2.50000 2500.00| 5.50000 5500.00 Silt Fence, Type A | | | 0100 701A028 4.000 MILE| 1183.20000 4732.80| 1160.00000 4640.00| 1334.00000 5336.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A031 1.000 MILE| 1183.20000 1183.20| 1160.00000 1160.00| 1334.00000 1334.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A032 3.000 MILE| 1173.00000 3519.00| 1150.00000 3450.00| 1322.50000 3967.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A041 6.000 MILE| 816.00000 4896.00| 800.00000 4800.00| 920.00000 5520.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 058 -3 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020426058 COUNTIES : LAUDERDALE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 COLBERT SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A048 4.000 MILE| 1479.00000 5916.00| 1450.00000 5800.00| 1667.50000 6670.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701B009 2218.000 LF | 0.53000 1175.54| 0.52000 1153.36| 0.60000 1330.80 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 3.000 MILE| 346.80000 1040.40| 340.00000 1020.00| 391.00000 1173.00 Broken Temporary Traffic Stripe | | | 0170 701C001 5.000 MILE| 387.60000 1938.00| 380.00000 1900.00| 437.00000 2185.00 Solid Temporary Traffic Stripe | | | 0180 703A002 4192.000 SQFT| 1.63000 6832.96| 1.60000 6707.20| 1.84000 7713.28 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 358.000 SQFT| 2.65000 948.70| 2.60000 930.80| 2.99000 1070.42 Traffic Control Legends, Class 2, Type | | | 0200 703D001 890.000 SQFT| 1.02000 907.80| 1.00000 890.00| 1.15000 1023.50 Temporary Traffic Control Markings | | | 0210 703E001 179.000 SQFT| 1.02000 182.58| 1.00000 179.00| 1.15000 205.85 Temporary Traffic Control Legends | | | 0220 705A030 169.000 EACH| 4.90000 828.10| 4.80000 811.20| 5.52000 932.88 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 670.000 EACH| 4.69000 3142.30| 4.60000 3082.00| 5.29000 3544.30 Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 220.000 EACH| 4.69000 1031.80| 4.60000 1012.00| 5.29000 1163.80 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 184.000 EACH| 4.90000 901.60| 4.80000 883.20| 5.52000 1015.68 Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 175.000 EACH| 4.90000 857.50| 4.80000 840.00| 5.52000 966.00 Pavement Markers, Class A-H, Type 2-E | | | 0270 730H001 540.000 LF | 2.24000 1209.60| 2.20000 1188.00| 2.53000 1366.20 Loop Wire | | | 0280 730I001 500.000 LF | 1.84000 920.00| 1.80000 900.00| 2.07000 1035.00 Loop Detector Lead-In-Cable | | | 0290 740B000 802.000 SQFT| 7.50000 6015.00| 10.00000 8020.00| 8.05000 6456.10 Construction Signs | | | 0300 740D000 100.000 EACH| 34.28000 3428.00| 45.00000 4500.00| 57.50000 5750.00 Channelizing Drums | | | 0310 740E000 100.000 EACH| 5.32000 532.00| 5.00000 500.00| 14.38000 1438.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 058 -4 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020426058 COUNTIES : LAUDERDALE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 02 COLBERT SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740M001 100.000 EACH| 3.55000 355.00| 1.60000 160.00| 7.48000 748.00 Ballast For Cone | | | 0330 741C010 1.000 EACH| 413.69000 413.69| 2500.00000 2500.00| 862.50000 862.50 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 253,809.77| $ 309,854.76| $ 344,580.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 253,809.77| $ 309,854.76| $ 344,580.31 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 081 -1 VENDOR RANKING CALL ORDER : 081 CONTRACT ID : 20020426081 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-303-595-261-206 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#261 in Helena from MP 0.000 to MP 1.500. Length 1.271 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 211,815.81 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 219,359.45 103.5614% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 081 -2 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20020426081 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( ) |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 3.000 EACH| 187.00000 561.00| 139.84000 419.52| Mailbox Reset, Single | | | 0020 209A002 1.000 EACH| 449.00000 449.00| 284.83000 284.83| Mailbox Reset, Multiple | | | 0030 405A000 802.000 GAL | 4.36000 3496.72| 1.05000 842.10| Tack Coat | | | 0040 408A052 26765.000 SQYD| 1.11000 29709.15| 0.60000 16059.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 2007.000 TON | 37.54000 75342.78| 46.36000 93044.52| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A367 150.000 TON | 31.67000 4750.50| 41.24000 6186.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B656 600.000 TON | 43.60000 26160.00| 46.53000 27918.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 17325.00000 17325.00| 5548.18000 5548.18| Mobilization | | | 0090 665F000 50.000 EACH| 5.00000 250.00| 1.40000 70.00| Hay Bales | | | 0100 665J000 150.000 LF | 4.42000 663.00| 0.01000 1.50| Silt Fence, Type A | | | 0110 701C001 4.000 MILE| 525.00000 2100.00| 524.93000 2099.72| Solid Temporary Traffic Stripe | | | 0120 702A041 3.000 MILE| 4194.75000 12584.25| 6036.72000 18110.16| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0130 702A043 4.000 MILE| 4194.75000 16779.00| 6036.72000 24146.88| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0140 702B011 159.000 LF | 1.73000 275.07| 2.36000 375.24| Dotted Profiled Traffic Stripe (6" Wide | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 081 -3 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20020426081 COUNTIES : SHELBY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( ) |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 703A002 1776.000 SQFT| 1.89000 3356.64| 2.62000 4653.12| Traffic Control Markings, Class 2, Type | | | A | | | 0160 703B002 569.000 SQFT| 2.94000 1672.86| 2.62000 1490.78| Traffic Control Legends, Class 2, Type | | | 0170 703D001 606.000 SQFT| 1.05000 636.30| 1.31000 793.86| Temporary Traffic Control Markings | | | 0180 705A037 201.000 EACH| 5.25000 1055.25| 5.91000 1187.91| Pavement Markers, Class A-H, Type 2-D | | | 0190 730H001 1570.000 LF | 3.15000 4945.50| 3.08000 4835.60| Loop Wire | | | 0200 730I001 125.000 LF | 1.05000 131.25| 1.31000 163.75| Loop Detector Lead-In-Cable | | | 0210 740B000 383.000 SQFT| 7.72000 2956.76| 9.77000 3741.91| Construction Signs | | | 0220 740D000 41.000 EACH| 78.78000 3229.98| 69.81000 2862.21| Channelizing Drums | | | 0230 740E000 162.000 EACH| 14.09000 2282.58| 19.55000 3167.10| Cones (36 Inches High) | | | 0240 740M001 162.000 EACH| 6.81000 1103.22| 8.38000 1357.56| Ballast For Cone | | | SECTION TOTALS | $ 211,815.81| $ 219,359.45| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 211,815.81| $ 219,359.45| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 082 -1 VENDOR RANKING CALL ORDER : 082 CONTRACT ID : 20020426082 COUNTIES : TALLAPOOSA LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-304-621-022-201 for constructing the Resurfacing and Traffic Stripe on S.R.#22 from near New Site to the Chambers County Line. Length 13.618 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 798,444.54 100.0000% 2 01018 APAC-ALABAMA, INC. $ 910,569.23 114.0429% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 082 -2 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20020426082 COUNTIES : TALLAPOOSA LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 18.000 EACH| 89.39000 1609.02| 200.00000 3600.00| Mailbox Reset, Single | | | 0020 401B100 191023.000 SQYD| 0.56000 106972.88| 0.51000 97421.73| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 500.000 GAL | 1.18000 590.00| 0.80000 400.00| Tack Coat | | | 0040 408A051 2027.000 SQYD| 3.52000 7135.04| 5.00000 10135.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 424A361 16200.000 TON | 30.79000 498798.00| 37.79000 612198.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 600.000 TON | 36.42000 21852.00| 40.00000 24000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A370 100.000 TON | 76.80000 7680.00| 82.84000 8284.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B655 100.000 TON | 65.41000 6541.00| 96.74000 9674.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B043 1750.000 TON | 14.49000 25357.50| 20.72000 36260.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0100 600A000 LUMP| 12935.83000 12935.83| 9700.00000 9700.00| Mobilization | | | 0110 701A028 28.000 MILE| 1225.20000 34305.60| 1100.00000 30800.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A046 5.000 MILE| 1058.12000 5290.60| 950.00000 4750.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 082 -3 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20020426082 COUNTIES : TALLAPOOSA LETTING DATE : 04/26/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A048 23.000 MILE| 1615.04000 37145.92| 1450.00000 33350.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701C000 9.000 MILE| 289.59000 2606.31| 260.00000 2340.00| Broken Temporary Traffic Stripe | | | 0150 701C001 46.000 MILE| 378.69000 17419.74| 340.00000 15640.00| Solid Temporary Traffic Stripe | | | 0160 703A002 545.000 SQFT| 2.44000 1329.80| 2.20000 1199.00| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703D001 110.000 SQFT| 1.66000 182.60| 1.50000 165.00| Temporary Traffic Control Markings | | | 0180 740B000 887.000 SQFT| 7.97000 7069.39| 7.50000 6652.50| Construction Signs | | | 0190 740O000 1.000 EACH| 3623.31000 3623.31| 4000.00000 4000.00| Pilot Car | | | SECTION TOTALS | $ 798,444.54| $ 910,569.23| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 798,444.54| $ 910,569.23| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 083 -1 VENDOR RANKING CALL ORDER : 083 CONTRACT ID : 20020426083 COUNTIES : FAYETTE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-305-291-171-201 for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#171 from S.R.#159 to MP 36.544 in Fayette. Length - 2.043 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 705,276.14 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 740,298.32 104.9657% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 083 -2 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020426083 COUNTIES : FAYETTE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 3627.000 GAL | 1.10000 3989.70| 1.41000 5114.07| Tack Coat | | | 0020 408A052 60158.000 SQYD| 1.98000 119112.84| 1.04000 62564.32| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A360 3341.000 TON | 38.25000 127793.25| 43.51000 145366.91| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A364 500.000 TON | 44.00000 22000.00| 52.63000 26315.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424A370 500.000 TON | 53.00000 26500.00| 43.60000 21800.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B651 6618.000 TON | 34.85000 230637.30| 37.52000 248307.36| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B655 500.000 TON | 44.00000 22000.00| 47.50000 23750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 500.000 TON | 55.00000 27500.00| 39.86000 19930.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B000 100.000 TON | 25.00000 2500.00| 31.36000 3136.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0100 600A000 LUMP| 31600.00000 31600.00| 23122.82000 23122.82| Mobilization | | | 0110 701C002 4.000 MILE| 340.00000 1360.00| 480.59000 1922.36| Broken Temporary Traffic Stripe (Paint) | | | 0120 701C003 10.000 MILE| 380.00000 3800.00| 537.13000 5371.30| Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 083 -3 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020426083 COUNTIES : FAYETTE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 702A040 3.000 MILE| 1995.00000 5985.00| 2819.94000 8459.82| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0140 702A041 5.000 MILE| 3950.00000 19750.00| 5583.34000 27916.70| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A042 1.000 MILE| 1995.00000 1995.00| 2819.94000 2819.94| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 5.000 MILE| 3950.00000 19750.00| 5583.35000 27916.75| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 90.000 LF | 2.00000 180.00| 2.83000 254.70| Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 2359.000 SQFT| 1.80000 4246.20| 2.54000 5991.86| Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 482.000 SQFT| 2.80000 1349.60| 3.96000 1908.72| Traffic Control Legends, Class 2, Type | | | 0200 703D002 1335.000 SQFT| 1.30000 1735.50| 1.84000 2456.40| Temporary Traffic Control Markings | | | (Paint) | | | 0210 705A030 115.000 EACH| 5.25000 603.75| 7.42000 853.30| Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 134.000 EACH| 5.00000 670.00| 7.07000 947.38| Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 398.000 EACH| 5.00000 1990.00| 7.07000 2813.86| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 257.000 EACH| 5.25000 1349.25| 7.42000 1906.94| Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 30.000 EACH| 5.25000 157.50| 7.42000 222.60| Pavement Markers, Class A-H, Type 2-E | | | 0260 730H001 1897.000 LF | 3.25000 6165.25| 9.89000 18761.33| Loop Wire | | | 0270 740B000 963.000 SQFT| 12.00000 11556.00| 14.14000 13616.82| Construction Signs | | | 0280 740D000 200.000 EACH| 2.00000 400.00| 91.88000 18376.00| Channelizing Drums | | | 0290 740E000 200.000 EACH| 2.00000 400.00| 16.96000 3392.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 083 -4 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020426083 COUNTIES : FAYETTE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740M001 200.000 EACH| 1.00000 200.00| 4.24000 848.00| Ballast For Cone | | | 0310 741C010 2.000 EACH| 4000.00000 8000.00| 7067.53000 14135.06| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 705,276.14| $ 740,298.32| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 705,276.14| $ 740,298.32| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 084 -1 VENDOR RANKING CALL ORDER : 084 CONTRACT ID : 20020426084 COUNTIES : ELMORE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-306-261-014-201 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#14 from S.R.#229 to the Tallapoosa River bridge in Tallassee. Length 0.491 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 198,930.50 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 215,576.28 108.3676% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 247,851.25 124.5919% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 084 -2 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20020426084 COUNTIES : ELMORE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( 3 ) 23024 |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 1000.000 GAL | 0.92000 920.00| 1.20000 1200.00| 3.50000 3500.00 Tack Coat | | | 0020 408A052 16200.000 SQYD| 1.45000 23490.00| 1.82000 29484.00| 1.15000 18630.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A361 1400.000 TON | 36.50000 51100.00| 37.35000 52290.00| 47.34000 66276.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A367 500.000 TON | 25.85000 12925.00| 39.97000 19985.00| 53.50000 26750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424A370 7.000 TON | 122.00000 854.00| 222.28000 1555.96| 200.00000 1400.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B655 100.000 TON | 70.00000 7000.00| 68.45000 6845.00| 85.00000 8500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 454A002 14000.000 LF | 2.10000 29400.00| 2.26000 31640.00| 2.00000 28000.00 Cleaning And Sealing Concrete Pavement, | | | Type II, Joints | | | 0080 454B000 14000.000 LF | 2.63000 36820.00| 2.82000 39480.00| 2.50000 35000.00 Waterproofing Pavement Joints And Crack | | | 0090 600A000 LUMP| 12000.00000 12000.00| 6060.88000 6060.88| 24000.00000 24000.00 Mobilization | | | 0100 701A028 1.000 MILE| 1200.00000 1200.00| 1359.73000 1359.73| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A035 1.000 MILE| 1600.00000 1600.00| 1812.98000 1812.98| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A041 1.000 MILE| 1050.00000 1050.00| 1189.76000 1189.76| 1000.00000 1000.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 084 -3 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20020426084 COUNTIES : ELMORE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( 3 ) 23024 |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701B009 300.000 LF | 1.50000 450.00| 1.69000 507.00| 1.00000 300.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0140 701C000 2.000 MILE| 300.00000 600.00| 339.92000 679.84| 500.00000 1000.00 Broken Temporary Traffic Stripe | | | 0150 701C001 4.000 MILE| 400.00000 1600.00| 453.23000 1812.92| 500.00000 2000.00 Solid Temporary Traffic Stripe | | | 0160 701F000 300.000 LF | 1.00000 300.00| 1.13000 339.00| 1.00000 300.00 Dotted Temporary Traffic Stripe | | | 0170 703A002 2400.000 SQFT| 2.50000 6000.00| 2.82000 6768.00| 2.00000 4800.00 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 175.000 SQFT| 2.90000 507.50| 3.28000 574.00| 3.00000 525.00 Traffic Control Legends, Class 2, Type | | | 0190 703D001 2400.000 SQFT| 1.40000 3360.00| 1.59000 3816.00| 1.00000 2400.00 Temporary Traffic Control Markings | | | 0200 703E001 175.000 SQFT| 1.70000 297.50| 1.92000 336.00| 1.00000 175.00 Temporary Traffic Control Legends | | | 0210 705A030 105.000 EACH| 5.30000 556.50| 6.01000 631.05| 5.25000 551.25 Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 50.000 EACH| 5.10000 255.00| 5.78000 289.00| 50.00000 2500.00 Pavement Markers, Class A-H, Type 1-A | | | 0230 740B000 646.000 SQFT| 7.50000 4845.00| 8.11000 5239.06| 14.00000 9044.00 Construction Signs | | | 0240 740E000 200.000 EACH| 1.00000 200.00| 1.20000 240.00| 10.00000 2000.00 Cones (36 Inches High) | | | 0250 740M001 200.000 EACH| 1.00000 200.00| 1.20000 240.00| 6.00000 1200.00 Ballast For Cone | | | 0260 741C010 2.000 EACH| 700.00000 1400.00| 600.55000 1201.10| 1750.00000 3500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 198,930.50| $ 215,576.28| $ 247,851.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,930.50| $ 215,576.28| $ 247,851.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 085 -1 VENDOR RANKING CALL ORDER : 085 CONTRACT ID : 20020426085 COUNTIES : CLARKE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-134-013-207 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#13 (U.S.#43) in Grove Hill from MP 75.215 to MP 78.100. Length 2.841 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 275,669.25 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 294,901.73 106.9767% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 085 -2 TABULATION OF BIDS CALL ORDER : 085 CONTRACT ID : 20020426085 COUNTIES : CLARKE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 4600.000 GAL | 0.95000 4370.00| 1.18000 5428.00| Tack Coat | | | 0020 408A051 93672.000 SQYD| 0.30000 28101.60| 0.66000 61823.52| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 424A360 5160.000 TON | 35.60000 183696.00| 32.78000 169144.80| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A363 100.000 TON | 37.60000 3760.00| 83.58000 8358.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 600A000 LUMP| 11000.00000 11000.00| 4408.36000 4408.36| Mobilization | | | 0060 701A028 2.000 MILE| 938.40000 1876.80| 1277.11000 2554.22| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0070 701A041 2.000 MILE| 717.75000 1435.50| 668.45000 1336.90| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0080 701A046 6.000 MILE| 717.75000 4306.50| 663.01000 3978.06| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0090 701A048 6.000 MILE| 1049.00000 6294.00| 1494.49000 8966.94| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0100 701B009 900.000 LF | 0.55000 495.00| 0.49000 441.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0110 701C002 9.000 MILE| 220.85000 1987.65| 266.29000 2396.61| Broken Temporary Traffic Stripe (Paint) | | | 0120 701C003 12.000 MILE| 276.05000 3312.60| 374.98000 4499.76| Solid Temporary Traffic Stripe (Paint) | | | 0130 703A002 1548.000 SQFT| 2.05000 3173.40| 1.68000 2600.64| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 085 -3 TABULATION OF BIDS CALL ORDER : 085 CONTRACT ID : 20020426085 COUNTIES : CLARKE LETTING DATE : 04/26/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703B002 225.000 SQFT| 2.05000 461.25| 2.28000 513.00| Traffic Control Legends, Class 2, Type | | | 0150 703D002 1548.000 SQFT| 0.85000 1315.80| 0.82000 1269.36| Temporary Traffic Control Markings | | | (Paint) | | | 0160 703E002 225.000 SQFT| 0.85000 191.25| 1.20000 270.00| Temporary Traffic Control Legends | | | (Paint) | | | 0170 705A030 400.000 EACH| 5.25000 2100.00| 4.24000 1696.00| Pavement Markers, Class A-H, Type 2-C | | | 0180 705A032 701.000 EACH| 5.25000 3680.25| 4.24000 2972.24| Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 566.000 EACH| 5.25000 2971.50| 4.24000 2399.84| Pavement Markers, Class A-H, Type 2-D | | | 0200 705A038 68.000 EACH| 5.25000 357.00| 4.24000 288.32| Pavement Markers, Class A-H, Type 2-E | | | 0210 740B000 559.000 SQFT| 12.85000 7183.15| 10.24000 5724.16| Construction Signs | | | 0220 740E000 200.000 EACH| 10.50000 2100.00| 11.93000 2386.00| Cones (36 Inches High) | | | 0230 740M001 200.000 EACH| 7.50000 1500.00| 7.23000 1446.00| Ballast For Cone | | | SECTION TOTALS | $ 275,669.25| $ 294,901.73| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 275,669.25| $ 294,901.73| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 086 -1 VENDOR RANKING CALL ORDER : 086 CONTRACT ID : 20020426086 COUNTIES : MONTGOMERY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-506-010-888-201 for constructing the Bridge Coating on I-85 over Holt Street 99-506-010-884-201 and on I-85 Southbound over I-65 in Montgomery. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04055 3-D'S BRIDGE PAINTING CORP. $ 271,266.39 100.0000% 2 16052 POSEIDON CONSTRUCTION, INC. $ 289,348.00 106.6656% 3 13046 MONOKO, INC. $ 426,117.00 157.0843% 4 13084 M.B.E., INC. $ 499,367.20 184.0874% 5 13090 M&J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 757,365.28 279.1961% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 086 -2 TABULATION OF BIDS CALL ORDER : 086 CONTRACT ID : 20020426086 COUNTIES : MONTGOMERY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04055 |( 2 ) 16052 |( 3 ) 13046 |3-D's BRIDGE PAINTING CORP. |POSEIDON CONSTRUCTION, INC. |MONOKO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 143379.47000 143379.47| 167835.00000 167835.00| 157631.00000 157631.00 Coating Existing Bridge At M.P. 0.000 | | | 0020 521B001 LUMP| 92689.92000 92689.92| 109627.00000 109627.00| 246550.00000 246550.00 Coating Existing Bridge At M.P. 0.047 | | | 0030 600A000 LUMP| 6500.00000 6500.00| 10000.00000 10000.00| 20000.00000 20000.00 Mobilization | | | 0040 740B000 1236.000 SQFT| 8.25000 10197.00| 1.00000 1236.00| 1.00000 1236.00 Construction Signs | | | 0050 740D000 200.000 EACH| 54.00000 10800.00| 1.00000 200.00| 1.00000 200.00 Channelizing Drums | | | 0060 740E000 100.000 EACH| 10.00000 1000.00| 1.00000 100.00| 1.00000 100.00 Cones (36 Inches High) | | | 0070 740M001 100.000 EACH| 7.00000 700.00| 0.50000 50.00| 1.00000 100.00 Ballast For Cone | | | 0080 741C010 3.000 EACH| 2000.00000 6000.00| 100.00000 300.00| 100.00000 300.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 271,266.39| $ 289,348.00| $ 426,117.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 271,266.39| $ 289,348.00| $ 426,117.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 086 -3 TABULATION OF BIDS CALL ORDER : 086 CONTRACT ID : 20020426086 COUNTIES : MONTGOMERY LETTING DATE : 04/26/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13084 |( 5 ) 13090 |( ) |M.B.E., INC. |M&J CONSTRUCTION CO. OF PIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 188300.00000 188300.00| 335000.00000 335000.00| Coating Existing Bridge At M.P. 0.000 | | | 0020 521B001 LUMP| 290300.00000 290300.00| 330000.00000 330000.00| Coating Existing Bridge At M.P. 0.047 | | | 0030 600A000 LUMP| 20000.00000 20000.00| 58745.00000 58745.00| Mobilization | | | 0040 740B000 1236.000 SQFT| 0.20000 247.20| 9.23000 11408.28| Construction Signs | | | 0050 740D000 200.000 EACH| 1.00000 200.00| 63.96000 12792.00| Channelizing Drums | | | 0060 740E000 100.000 EACH| 0.10000 10.00| 12.50000 1250.00| Cones (36 Inches High) | | | 0070 740M001 100.000 EACH| 0.10000 10.00| 7.90000 790.00| Ballast For Cone | | | 0080 741C010 3.000 EACH| 100.00000 300.00| 2460.00000 7380.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 499,367.20| $ 757,365.28| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 499,367.20| $ 757,365.28| $ ====================================================================================================================================