ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 310 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-IM-I020(306) for constructing the Removal of Bridges over abandoned Railroad, Bridge Culvert (Precast), and Approaches on I-20 in Oxford. Length - 0.962 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 5,556,647.58 100.0000% 2 18024 RACON, INC. $ 5,950,000.00 107.0790% 3 30002 ELLARD CONTRACTING CO., INC. & ELLARD CONSTRUCTION, INC. $ 6,106,630.55 109.8977% 4 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 6,149,540.15 110.6700% 5 23068 WAITES CONSTRUCTION COMPANY, INC. $ 6,824,599.40 122.8186% 6 01018 APAC-ALABAMA, INC. $ 6,892,866.70 124.0472% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 03001 |( 2 ) 18024 |( 3 ) 30002 |CLARK CONSTRUCTION CO., INC |RACON, INC. |ELLARD CONTR. & ELLARD CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 175000.00000 175000.00| 319000.00000 319000.00| 480000.00000 480000.00 Clearing & Grubbing (Approximately 21 | | | Acres) | | | 0020 206A000 LUMP| 125000.00000 125000.00| 70000.00000 70000.00| 146525.00000 146525.00 Removal Of Old Bridge, Station 1469+86. | | | 42 EBR | | | 0030 206A001 LUMP| 44000.00000 44000.00| 10000.00000 10000.00| 146525.00000 146525.00 Removal Of Old Bridge, Station 1469+86. | | | 26 WBR | | | 0040 206C001 13585.000 SQYD| 2.74000 37222.90| 5.00000 67925.00| 6.30000 85585.50 Removing Concrete Pavement | | | 0050 206C002 978.000 SQYD| 3.69000 3608.82| 5.00000 4890.00| 4.85000 4743.30 Removing Concrete Slope Paving | | | 0060 206C003 2065.000 SQYD| 3.06000 6318.90| 5.00000 10325.00| 8.00000 16520.00 Removing Concrete Flumes | | | 0070 206D000 643.000 LF | 2.92000 1877.56| 6.00000 3858.00| 7.00000 4501.00 Removing Pipe | | | 0080 206D001 2244.000 LF | 1.00000 2244.00| 1.00000 2244.00| 1.00000 2244.00 Removing Guardrail | | | 0090 206D011 1094.000 LF | 1.00000 1094.00| 3.00000 3282.00| 2.85000 3117.90 Removing Fence | | | 0100 206E001 12.000 EACH| 350.00000 4200.00| 500.00000 6000.00| 500.00000 6000.00 Removing Inlets | | | 0110 206E008 13.000 EACH| 100.00000 1300.00| 100.00000 1300.00| 100.00000 1300.00 Removing Guardrail End Anchor (All Type | | | 0120 210A000 180963.000 CUYD| 3.00000 542889.00| 4.50000 814333.50| 4.40000 796237.20 Unclassified Excavation | | | 0130 210D000 11669.000 CUYD| 5.99000 69897.31| 1.00000 11669.00| 0.00000 0.00 Borrow Excavation | | | 0140 214A000 11381.000 CUYD| 5.00000 56905.00| 12.00000 136572.00| 6.00000 68286.00 Structure Excavation | | | 0150 214B001 5042.000 CUYD| 19.80000 99831.60| 27.50000 138655.00| 25.00000 126050.00 Foundation Backfill, Commercial | | | 0160 224A000 20.000 CUYD| 4.37000 87.40| 10.00000 200.00| 100.00000 2000.00 Lime Sink Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 03001 |( 2 ) 18024 |( 3 ) 30002 |CLARK CONSTRUCTION CO., INC |RACON, INC. |ELLARD CONTR. & ELLARD CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0170 224C000 10.000 TON | 20.70000 207.00| 50.00000 500.00| 50.00000 500.00 Special Backfill For Lime Sink, ALDOT | | | #467 | | | 0180 224D000 30.000 CUYD| 89.49000 2684.70| 150.00000 4500.00| 200.00000 6000.00 Concrete Seal For Lime Sink | | | 0190 230A000 131.000 RBST| 311.31000 40781.61| 400.00000 52400.00| 515.00000 67465.00 Roadbed Processing | | | 0200 243A010 8320.000 SQYD| 6.03000 50169.60| 4.50000 37440.00| 4.25000 35360.00 Geosynthetic Reinforcement | | | 0210 301A004 5889.000 SQYD| 3.35000 19728.15| 3.30000 19433.70| 3.35000 19728.15 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0220 301A009 12956.000 SQYD| 4.00000 51824.00| 4.25000 55063.00| 4.00000 51824.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5.25" Compacted Thickness | | | 0230 301A012 32575.000 SQYD| 4.20000 136815.00| 4.75000 154731.25| 4.20000 136815.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0240 327E000 5107.000 TON | 23.50000 120014.50| 29.00000 148103.00| 23.50000 120014.50 Permeable Asphalt Treated Base | | | 0250 401A043 26098.000 SQYD| 1.00000 26098.00| 0.95000 24793.10| 1.00000 26098.00 Bituminous Treatment AE | | | 0260 405A000 5286.000 GAL | 1.25000 6607.50| 0.90000 4757.40| 1.25000 6607.50 Tack Coat | | | 0270 408A054 3456.000 SQYD| 2.50000 8640.00| 6.00000 20736.00| 2.50000 8640.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0280 410B000 1.000 EACH| 2025.00000 2025.00| 2500.00000 2500.00| 2025.00000 2025.00 State Furnished Profilograph | | | 0290 410H000 1.000 EACH| 50000.00000 50000.00| 10000.00000 10000.00| 50000.00000 50000.00 Material Remixing Device | | | 0300 423A002 1566.000 TON | 46.50000 72819.00| 47.50000 74385.00| 46.50000 72819.00 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0310 423B001 2104.000 TON | 43.00000 90472.00| 47.00000 98888.00| 43.00000 90472.00 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 03001 |( 2 ) 18024 |( 3 ) 30002 |CLARK CONSTRUCTION CO., INC |RACON, INC. |ELLARD CONTR. & ELLARD CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0320 424A281 1841.000 TON | 36.00000 66276.00| 40.00000 73640.00| 36.00000 66276.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0330 424A286 100.000 TON | 40.00000 4000.00| 50.00000 5000.00| 40.00000 4000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0340 424A361 871.000 TON | 30.00000 26130.00| 34.50000 30049.50| 30.00000 26130.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 424B281 2590.000 TON | 30.00000 77700.00| 35.00000 90650.00| 30.00000 77700.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0360 424B581 11862.000 TON | 29.00000 343998.00| 31.50000 373653.00| 29.00000 343998.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0370 424B582 6586.000 TON | 25.00000 164650.00| 30.00000 197580.00| 25.00000 164650.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0380 424B585 100.000 TON | 95.00000 9500.00| 50.00000 5000.00| 95.00000 9500.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0390 424B651 1210.000 TON | 28.00000 33880.00| 31.00000 37510.00| 28.00000 33880.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0400 424B681 1167.000 TON | 30.00000 35010.00| 31.00000 36177.00| 30.00000 35010.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0410 424B682 1484.000 TON | 27.00000 40068.00| 30.50000 45262.00| 27.00000 40068.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 03001 |( 2 ) 18024 |( 3 ) 30002 |CLARK CONSTRUCTION CO., INC |RACON, INC. |ELLARD CONTR. & ELLARD CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0420 424C281 3173.000 TON | 27.00000 85671.00| 30.00000 95190.00| 27.00000 85671.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0430 502A000 239755.000 LB | 0.50000 119877.50| 0.50000 119877.50| 0.50000 119877.50 Steel Reinforcement | | | 0440 524A012 1441.000 CUYD| 631.34000 909760.94| 700.00000 1008700.00| 585.00000 842985.00 Culvert Concrete (Precast) | | | 0450 524B010 11.000 CUYD| 600.00000 6600.00| 700.00000 7700.00| 483.00000 5313.00 Culvert Concrete Extension | | | 0460 529F000 2264.000 SQYD| 3.08000 6973.12| 35.00000 79240.00| 50.00000 113200.00 Mechanically Stabilized Slope | | | 0470 530A002 1537.000 LF | 43.74000 67228.38| 27.07000 41606.59| 62.00000 95294.00 24" Roadway Pipe (Class 3 R.C.) | | | 0480 530A600 139.000 LF | 19.93000 2770.27| 21.00000 2919.00| 35.00000 4865.00 15" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0490 530A601 1404.000 LF | 21.48000 30157.92| 23.00000 32292.00| 42.00000 58968.00 18" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0500 530A602 142.000 LF | 29.28000 4157.76| 26.00000 3692.00| 56.00000 7952.00 24" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0510 530B003 80.000 LF | 71.50000 5720.00| 49.27000 3941.60| 79.00000 6320.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0520 600A000 LUMP| 495000.00000 495000.00| 175000.00000 175000.00| 250000.00000 250000.00 Mobilization | | | 0530 601A000 1.000 EACH| 7000.00000 7000.00| 5000.00000 5000.00| 4000.00000 4000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0540 603A002 1.000 EACH| 25000.00000 25000.00| 30000.00000 30000.00| 40000.00000 40000.00 Furnishing Type 3 Field Office | | | 0550 605A002 7800.000 LF | 6.45000 50310.00| 8.00000 62400.00| 6.45000 50310.00 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0560 605B000 2.000 EACH| 300.00000 600.00| 500.00000 1000.00| 300.00000 600.00 Special Underdrain Outlet, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 03001 |( 2 ) 18024 |( 3 ) 30002 |CLARK CONSTRUCTION CO., INC |RACON, INC. |ELLARD CONTR. & ELLARD CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0570 605B001 10.000 EACH| 350.00000 3500.00| 500.00000 5000.00| 300.00000 3000.00 Special Underdrain Outlet, Type B | | | 0580 606A000 1400.000 LF | 11.37000 15918.00| 8.50000 11900.00| 9.00000 12600.00 6" Underdrain Pipe | | | 0590 610C001 2254.000 TON | 20.05000 45192.70| 23.00000 51842.00| 24.00000 54096.00 Loose Riprap, Class 2 | | | 0600 610D003 1780.000 SQYD| 1.01000 1797.80| 3.00000 5340.00| 2.25000 4005.00 Filter Blanket, Geotextile | | | 0610 619A003 2.000 EACH| 800.00000 1600.00| 690.70000 1381.40| 787.50000 1575.00 24" Roadway Pipe End Treatment, Class 1 | | | 0620 619B018 1.000 EACH| 1500.00000 1500.00| 905.00000 905.00| 1097.50000 1097.50 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0630 620A000 1.000 CUYD| 600.00000 600.00| 1500.00000 1500.00| 367.50000 367.50 Minor Structure Concrete | | | 0640 621A000 4.000 EACH| 2200.00000 8800.00| 2300.00000 9200.00| 2572.50000 10290.00 Junction Boxes, Type 1, 1P Or 5 | | | 0650 621B000 5.000 EACH| 500.00000 2500.00| 650.00000 3250.00| 945.00000 4725.00 Junction Box Units, Type 1, 1P Or 5 | | | 0660 621C020 8.000 EACH| 2000.00000 16000.00| 2100.00000 16800.00| 1837.50000 14700.00 Inlets, Type Y | | | 0670 621C075 7.000 EACH| 4500.00000 31500.00| 5000.00000 35000.00| 3150.00000 22050.00 Inlets, Type E4 (Modified) | | | 0680 621D019 7.000 EACH| 500.00000 3500.00| 600.00000 4200.00| 472.50000 3307.50 Inlet Units, Type Y | | | 0690 629A057 1311.000 LF | 58.00000 76038.00| 58.00000 76038.00| 57.00000 74727.00 Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0700 629C010 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| 2000.00000 4000.00 Concrete Median Or Safety Barrier End | | | Section (Type Modified) | | | 0710 630A000 475.000 LF | 12.00000 5700.00| 12.00000 5700.00| 12.00000 5700.00 Steel Beam Guardrail, Class A, Type 1 | | | 0720 630C001 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 Guardrail End Anchor, Type 8 | | | 0730 630C070 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| 1400.00000 2800.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 03001 |( 2 ) 18024 |( 3 ) 30002 |CLARK CONSTRUCTION CO., INC |RACON, INC. |ELLARD CONTR. & ELLARD CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0740 632A004 4120.000 LF | 11.50000 47380.00| 14.65000 60358.00| 11.50000 47380.00 Headlight Glare Screen (Mounted On | | | Concrete Barrier Wall) | | | 0750 634A002 617.000 LF | 10.00000 6170.00| 15.00000 9255.00| 8.00000 4936.00 Industrial Fence, 6 Feet High | | | 0760 650A000 5914.000 CUYD| 6.50000 38441.00| 8.00000 47312.00| 4.75000 28091.50 Topsoil | | | 0770 652A050 7.000 ACRE| 509.00000 3563.00| 511.20000 3578.40| 480.00000 3360.00 Seeding (Mix 1A) | | | 0780 652A053 7.000 ACRE| 509.00000 3563.00| 511.20000 3578.40| 480.00000 3360.00 Seeding (Mix 1E) | | | 0790 652B050 7.000 ACRE| 424.00000 2968.00| 426.00000 2982.00| 480.00000 3360.00 Temporary Seeding (Mix 1AT) | | | 0800 652D050 7.000 ACRE| 509.00000 3563.00| 511.20000 3578.40| 480.00000 3360.00 Seeding In Stubble (Mix 1A) | | | 0810 656A000 14.000 ACRE| 509.00000 7126.00| 511.20000 7156.80| 480.00000 6720.00 Mulching, Class A, Type 1 | | | 0820 656A001 7.000 ACRE| 509.00000 3563.00| 511.20000 3578.40| 480.00000 3360.00 Mulching, Class A, Type 2 | | | 0830 658A001 2.000 ACRE| 1272.00000 2544.00| 1278.00000 2556.00| 1200.00000 2400.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0840 659A000 7340.000 SQYD| 1.86000 13652.40| 1.86000 13652.40| 1.75000 12845.00 Erosion Control Netting, Class A | | | 0850 665F000 416.000 EACH| 5.50000 2288.00| 5.13000 2134.08| 6.00000 2496.00 Hay Bales | | | 0860 665I000 104.000 TON | 20.05000 2085.20| 30.00000 3120.00| 24.00000 2496.00 Temporary Riprap, Class 2 | | | 0870 665J000 17620.000 LF | 2.76000 48631.20| 1.00000 17620.00| 3.50000 61670.00 Silt Fence, Type A | | | 0880 665K000 160.000 CUYD| 9.35000 1496.00| 8.25000 1320.00| 4.50000 720.00 Drainage Sump Excavation | | | 0890 680A000 LUMP| 75000.00000 75000.00| 106484.80000 106484.80| 82500.00000 82500.00 Engineering Controls | | | 0900 701A000 2.000 MILE| 300.00000 600.00| 300.00000 600.00| 300.00000 600.00 Broken White, Class 1, Type A Traffic | | | Stripe | | | 0910 701A004 2.000 MILE| 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 03001 |( 2 ) 18024 |( 3 ) 30002 |CLARK CONSTRUCTION CO., INC |RACON, INC. |ELLARD CONTR. & ELLARD CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0920 701A012 2.000 MILE| 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0930 701C000 3.000 MILE| 400.00000 1200.00| 400.00000 1200.00| 400.00000 1200.00 Broken Temporary Traffic Stripe | | | 0940 701C001 7.000 MILE| 400.00000 2800.00| 400.00000 2800.00| 400.00000 2800.00 Solid Temporary Traffic Stripe | | | 0950 701C004 2.000 MILE| 2900.00000 5800.00| 2900.00000 5800.00| 2900.00000 5800.00 Broken Temporary Traffic Stripe (Tape) | | | 0960 701C005 3.000 MILE| 6500.00000 19500.00| 6500.00000 19500.00| 6500.00000 19500.00 Solid Temporary Traffic Stripe (Tape) | | | 0970 701D008 4.000 MILE| 1500.00000 6000.00| 1500.00000 6000.00| 1500.00000 6000.00 Solid Traffic Stripe Removed (Plastic) | | | 0980 701D009 3.000 MILE| 900.00000 2700.00| 900.00000 2700.00| 900.00000 2700.00 Solid Traffic Stripe Removed (Tape) | | | 0990 701D015 2.000 MILE| 1300.00000 2600.00| 1300.00000 2600.00| 1300.00000 2600.00 Broken Traffic Stripe Removed (Plastic) | | | 1000 701D016 2.000 MILE| 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 Broken Traffic Stripe Removed (Tape) | | | 1010 705A011 2240.000 EACH| 4.50000 10080.00| 4.50000 10080.00| 4.50000 10080.00 Pavement Markers, Class C, Type 1-A | | | 1020 705A012 1120.000 EACH| 4.50000 5040.00| 4.50000 5040.00| 4.50000 5040.00 Pavement Markers, Class C, Type 1-B | | | 1030 705A031 126.000 EACH| 6.50000 819.00| 6.50000 819.00| 6.50000 819.00 Pavement Markers, Class A-H, Type 1-A | | | 1040 726A000 11050.000 LF | 32.00000 353600.00| 33.00000 364650.00| 33.00000 364650.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1050 726A001 40.000 LF | 55.00000 2200.00| 50.00000 2000.00| 50.00000 2000.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1060 740B000 988.000 SQFT| 11.13000 10996.44| 7.14000 7054.32| 10.00000 9880.00 Construction Signs | | | 1070 740D000 92.000 EACH| 63.60000 5851.20| 47.93000 4409.56| 68.00000 6256.00 Channelizing Drums | | | 1080 740F002 4.000 EACH| 265.00000 1060.00| 149.10000 596.40| 250.00000 1000.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 03001 |( 2 ) 18024 |( 3 ) 30002 |CLARK CONSTRUCTION CO., INC |RACON, INC. |ELLARD CONTR. & ELLARD CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1090 740I005 2.000 EACH| 954.00000 1908.00| 479.25000 958.50| 450.00000 900.00 Warning Lights, Type B (Detachable Head | | | 1100 741C010 2.000 EACH| 6042.00000 12084.00| 5005.50000 10011.00| 2300.00000 4600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1110 742A001 4.000 EACH| 25206.80000 100827.20| 15549.00000 62196.00| 14310.00000 57240.00 Portable Changeable Message Signs, Type | | | 2 | | | 1120 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | 1130 726D000 AA1 4.000 EACH| 12500.00000 50000.00| 9175.00000 36700.00| 9175.00000 36700.00 Portable Impact Attenuator (QUADGUARD | | | MODEL NO. QZ2406Y) | | | 1140 726D001 AA2 4.000 EACH| | | Portable Impact Attenuator (TRACC WZ) | | | SECTION TOTALS | $ 5,556,647.58| $ 5,950,000.00| $ 6,106,630.55 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 5,556,647.58| $ 5,950,000.00| $ 6,106,630.55 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 23068 |( 6 ) 01018 |R.E. GRILLS CONSTRUCTION CO |WAITES CONSTRUCTION COMPANY |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| 490000.00000 490000.00| 52500.00000 52500.00| 29425.00000 29425.00 Clearing & Grubbing (Approximately 21 | | | Acres) | | | 0020 206A000 LUMP| 89000.00000 89000.00| 100000.00000 100000.00| 87450.00000 87450.00 Removal Of Old Bridge, Station 1469+86. | | | 42 EBR | | | 0030 206A001 LUMP| 89000.00000 89000.00| 100000.00000 100000.00| 87450.00000 87450.00 Removal Of Old Bridge, Station 1469+86. | | | 26 WBR | | | 0040 206C001 13585.000 SQYD| 4.21000 57192.85| 13.00000 176605.00| 11.31000 153646.35 Removing Concrete Pavement | | | 0050 206C002 978.000 SQYD| 2.00000 1956.00| 3.00000 2934.00| 9.30000 9095.40 Removing Concrete Slope Paving | | | 0060 206C003 2065.000 SQYD| 2.00000 4130.00| 3.00000 6195.00| 9.30000 19204.50 Removing Concrete Flumes | | | 0070 206D000 643.000 LF | 6.00000 3858.00| 8.00000 5144.00| 11.51000 7400.93 Removing Pipe | | | 0080 206D001 2244.000 LF | 1.00000 2244.00| 2.55000 5722.20| 1.70500 3826.02 Removing Guardrail | | | 0090 206D011 1094.000 LF | 2.00000 2188.00| 10.00000 10940.00| 1.15000 1258.10 Removing Fence | | | 0100 206E001 12.000 EACH| 300.00000 3600.00| 400.00000 4800.00| 115.50000 1386.00 Removing Inlets | | | 0110 206E008 13.000 EACH| 100.00000 1300.00| 155.00000 2015.00| 115.50000 1501.50 Removing Guardrail End Anchor (All Type | | | 0120 210A000 180963.000 CUYD| 3.65000 660514.95| 5.00000 904815.00| 5.60000 1013392.80 Unclassified Excavation | | | 0130 210D000 11669.000 CUYD| 7.20000 84016.80| 7.50000 87517.50| 6.96000 81216.24 Borrow Excavation | | | 0140 214A000 11381.000 CUYD| 5.00000 56905.00| 5.00000 56905.00| 9.30000 105843.30 Structure Excavation | | | 0150 214B001 5042.000 CUYD| 20.00000 100840.00| 20.00000 100840.00| 20.79000 104823.18 Foundation Backfill, Commercial | | | 0160 224A000 20.000 CUYD| 9.00000 180.00| 25.00000 500.00| 20.79000 415.80 Lime Sink Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 23068 |( 6 ) 01018 |R.E. GRILLS CONSTRUCTION CO |WAITES CONSTRUCTION COMPANY |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0170 224C000 10.000 TON | 29.00000 290.00| 20.00000 200.00| 98.18000 981.80 Special Backfill For Lime Sink, ALDOT | | | #467 | | | 0180 224D000 30.000 CUYD| 155.00000 4650.00| 125.00000 3750.00| 98.18000 2945.40 Concrete Seal For Lime Sink | | | 0190 230A000 131.000 RBST| 433.00000 56723.00| 425.00000 55675.00| 430.00000 56330.00 Roadbed Processing | | | 0200 243A010 8320.000 SQYD| 5.00000 41600.00| 4.00000 33280.00| 6.93000 57657.60 Geosynthetic Reinforcement | | | 0210 301A004 5889.000 SQYD| 3.35000 19728.15| 3.80000 22378.20| 4.75000 27972.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0220 301A009 12956.000 SQYD| 4.00000 51824.00| 4.40000 57006.40| 5.63000 72942.28 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5.25" Compacted Thickness | | | 0230 301A012 32575.000 SQYD| 4.20000 136815.00| 4.75000 154731.25| 6.51000 212063.25 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0240 327E000 5107.000 TON | 23.50000 120014.50| 28.00000 142996.00| 32.13000 164087.91 Permeable Asphalt Treated Base | | | 0250 401A043 26098.000 SQYD| 0.80000 20878.40| 1.10000 28707.80| 1.00000 26098.00 Bituminous Treatment AE | | | 0260 405A000 5286.000 GAL | 1.25000 6607.50| 1.35000 7136.10| 1.00000 5286.00 Tack Coat | | | 0270 408A054 3456.000 SQYD| 2.50000 8640.00| 2.70000 9331.20| 7.28000 25159.68 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0280 410B000 1.000 EACH| 10000.00000 10000.00| 3200.00000 3200.00| 2835.00000 2835.00 State Furnished Profilograph | | | 0290 410H000 1.000 EACH| 60000.00000 60000.00| 28000.00000 28000.00| 37295.00000 37295.00 Material Remixing Device | | | 0300 423A002 1566.000 TON | 46.50000 72819.00| 47.50000 74385.00| 55.00000 86130.00 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0310 423B001 2104.000 TON | 43.00000 90472.00| 44.00000 92576.00| 52.15000 109723.60 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 23068 |( 6 ) 01018 |R.E. GRILLS CONSTRUCTION CO |WAITES CONSTRUCTION COMPANY |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0320 424A281 1841.000 TON | 36.00000 66276.00| 39.00000 71799.00| 43.80000 80635.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0330 424A286 100.000 TON | 40.00000 4000.00| 45.50000 4550.00| 53.00000 5300.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0340 424A361 871.000 TON | 30.00000 26130.00| 34.00000 29614.00| 37.75000 32880.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 424B281 2590.000 TON | 30.00000 77700.00| 34.50000 89355.00| 38.58000 99922.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0360 424B581 11862.000 TON | 29.00000 343998.00| 29.50000 349929.00| 33.40000 396190.80 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0370 424B582 6586.000 TON | 25.00000 164650.00| 29.50000 194287.00| 33.50000 220631.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0380 424B585 100.000 TON | 150.00000 15000.00| 97.00000 9700.00| 92.40000 9240.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0390 424B651 1210.000 TON | 28.00000 33880.00| 31.50000 38115.00| 33.97000 41103.70 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0400 424B681 1167.000 TON | 30.00000 35010.00| 31.50000 36760.50| 34.14000 39841.38 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0410 424B682 1484.000 TON | 27.00000 40068.00| 29.50000 43778.00| 33.96000 50396.64 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 23068 |( 6 ) 01018 |R.E. GRILLS CONSTRUCTION CO |WAITES CONSTRUCTION COMPANY |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0420 424C281 3173.000 TON | 27.00000 85671.00| 29.50000 93603.50| 33.66000 106803.18 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0430 502A000 239755.000 LB | 0.15000 35963.25| 0.55000 131865.25| 0.24000 57541.20 Steel Reinforcement | | | 0440 524A012 1441.000 CUYD| 745.00000 1073545.00| 1100.00000 1585100.00| 866.80000 1249058.80 Culvert Concrete (Precast) | | | 0450 524B010 11.000 CUYD| 555.00000 6105.00| 650.00000 7150.00| 610.50000 6715.50 Culvert Concrete Extension | | | 0460 529F000 2264.000 SQYD| 50.00000 113200.00| 7.20000 16300.80| 43.00000 97352.00 Mechanically Stabilized Slope | | | 0470 530A002 1537.000 LF | 36.00000 55332.00| 30.00000 46110.00| 37.54000 57698.98 24" Roadway Pipe (Class 3 R.C.) | | | 0480 530A600 139.000 LF | 19.00000 2641.00| 15.00000 2085.00| 20.79000 2889.81 15" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0490 530A601 1404.000 LF | 22.00000 30888.00| 16.00000 22464.00| 23.66000 33218.64 18" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0500 530A602 142.000 LF | 27.00000 3834.00| 18.50000 2627.00| 27.15000 3855.30 24" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0510 530B003 80.000 LF | 62.00000 4960.00| 64.00000 5120.00| 61.80000 4944.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0520 600A000 LUMP| 490000.00000 490000.00| 350000.00000 350000.00| 475000.00000 475000.00 Mobilization | | | 0530 601A000 1.000 EACH| 9000.00000 9000.00| 12000.00000 12000.00| 23480.00000 23480.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0540 603A002 1.000 EACH| 13000.00000 13000.00| 18000.00000 18000.00| 27625.00000 27625.00 Furnishing Type 3 Field Office | | | 0550 605A002 7800.000 LF | 5.50000 42900.00| 7.45000 58110.00| 4.51000 35178.00 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0560 605B000 2.000 EACH| 250.00000 500.00| 350.00000 700.00| 203.50000 407.00 Special Underdrain Outlet, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 23068 |( 6 ) 01018 |R.E. GRILLS CONSTRUCTION CO |WAITES CONSTRUCTION COMPANY |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0570 605B001 10.000 EACH| 250.00000 2500.00| 400.00000 4000.00| 165.00000 1650.00 Special Underdrain Outlet, Type B | | | 0580 606A000 1400.000 LF | 8.00000 11200.00| 2.50000 3500.00| 6.43500 9009.00 6" Underdrain Pipe | | | 0590 610C001 2254.000 TON | 21.00000 47334.00| 25.00000 56350.00| 32.30000 72804.20 Loose Riprap, Class 2 | | | 0600 610D003 1780.000 SQYD| 3.30000 5874.00| 2.00000 3560.00| 5.22000 9291.60 Filter Blanket, Geotextile | | | 0610 619A003 2.000 EACH| 750.00000 1500.00| 900.00000 1800.00| 825.00000 1650.00 24" Roadway Pipe End Treatment, Class 1 | | | 0620 619B018 1.000 EACH| 650.00000 650.00| 2000.00000 2000.00| 715.00000 715.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0630 620A000 1.000 CUYD| 400.00000 400.00| 750.00000 750.00| 440.00000 440.00 Minor Structure Concrete | | | 0640 621A000 4.000 EACH| 1100.00000 4400.00| 2500.00000 10000.00| 1210.00000 4840.00 Junction Boxes, Type 1, 1P Or 5 | | | 0650 621B000 5.000 EACH| 350.00000 1750.00| 650.00000 3250.00| 385.00000 1925.00 Junction Box Units, Type 1, 1P Or 5 | | | 0660 621C020 8.000 EACH| 1500.00000 12000.00| 2500.00000 20000.00| 1650.00000 13200.00 Inlets, Type Y | | | 0670 621C075 7.000 EACH| 5200.00000 36400.00| 5000.00000 35000.00| 5720.00000 40040.00 Inlets, Type E4 (Modified) | | | 0680 621D019 7.000 EACH| 350.00000 2450.00| 650.00000 4550.00| 385.00000 2695.00 Inlet Units, Type Y | | | 0690 629A057 1311.000 LF | 52.00000 68172.00| 63.00000 82593.00| 57.20000 74989.20 Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0700 629C010 2.000 EACH| 4000.00000 8000.00| 3750.00000 7500.00| 4400.00000 8800.00 Concrete Median Or Safety Barrier End | | | Section (Type Modified) | | | 0710 630A000 475.000 LF | 12.00000 5700.00| 12.50000 5937.50| 11.55000 5486.25 Steel Beam Guardrail, Class A, Type 1 | | | 0720 630C001 1.000 EACH| 600.00000 600.00| 750.00000 750.00| 660.00000 660.00 Guardrail End Anchor, Type 8 | | | 0730 630C070 2.000 EACH| 1400.00000 2800.00| 1450.00000 2900.00| 1441.00000 2882.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 23068 |( 6 ) 01018 |R.E. GRILLS CONSTRUCTION CO |WAITES CONSTRUCTION COMPANY |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0740 632A004 4120.000 LF | 13.00000 53560.00| 15.65000 64478.00| 16.11000 66373.20 Headlight Glare Screen (Mounted On | | | Concrete Barrier Wall) | | | 0750 634A002 617.000 LF | 11.75000 7249.75| 16.00000 9872.00| 11.00000 6787.00 Industrial Fence, 6 Feet High | | | 0760 650A000 5914.000 CUYD| 5.50000 32527.00| 8.00000 47312.00| 7.51000 44414.14 Topsoil | | | 0770 652A050 7.000 ACRE| 500.00000 3500.00| 650.00000 4550.00| 660.40000 4622.80 Seeding (Mix 1A) | | | 0780 652A053 7.000 ACRE| 500.00000 3500.00| 650.00000 4550.00| 660.00000 4620.00 Seeding (Mix 1E) | | | 0790 652B050 7.000 ACRE| 600.00000 4200.00| 450.00000 3150.00| 550.00000 3850.00 Temporary Seeding (Mix 1AT) | | | 0800 652D050 7.000 ACRE| 400.00000 2800.00| 700.00000 4900.00| 660.00000 4620.00 Seeding In Stubble (Mix 1A) | | | 0810 656A000 14.000 ACRE| 500.00000 7000.00| 550.00000 7700.00| 605.00000 8470.00 Mulching, Class A, Type 1 | | | 0820 656A001 7.000 ACRE| 550.00000 3850.00| 600.00000 4200.00| 715.00000 5005.00 Mulching, Class A, Type 2 | | | 0830 658A001 2.000 ACRE| 1200.00000 2400.00| 1400.00000 2800.00| 1375.00000 2750.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0840 659A000 7340.000 SQYD| 2.50000 18350.00| 2.33000 17102.20| 1.98000 14533.20 Erosion Control Netting, Class A | | | 0850 665F000 416.000 EACH| 4.00000 1664.00| 10.00000 4160.00| 11.51000 4788.16 Hay Bales | | | 0860 665I000 104.000 TON | 21.00000 2184.00| 35.00000 3640.00| 30.03000 3123.12 Temporary Riprap, Class 2 | | | 0870 665J000 17620.000 LF | 3.50000 61670.00| 3.25000 57265.00| 6.35000 111887.00 Silt Fence, Type A | | | 0880 665K000 160.000 CUYD| 10.00000 1600.00| 20.00000 3200.00| 25.43000 4068.80 Drainage Sump Excavation | | | 0890 680A000 LUMP| 65000.00000 65000.00| 150000.00000 150000.00| 58000.00000 58000.00 Engineering Controls | | | 0900 701A000 2.000 MILE| 300.00000 600.00| 325.00000 650.00| 330.00000 660.00 Broken White, Class 1, Type A Traffic | | | Stripe | | | 0910 701A004 2.000 MILE| 400.00000 800.00| 450.00000 900.00| 440.00000 880.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 23068 |( 6 ) 01018 |R.E. GRILLS CONSTRUCTION CO |WAITES CONSTRUCTION COMPANY |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0920 701A012 2.000 MILE| 400.00000 800.00| 425.00000 850.00| 440.00000 880.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0930 701C000 3.000 MILE| 400.00000 1200.00| 425.00000 1275.00| 440.00000 1320.00 Broken Temporary Traffic Stripe | | | 0940 701C001 7.000 MILE| 400.00000 2800.00| 425.00000 2975.00| 440.00000 3080.00 Solid Temporary Traffic Stripe | | | 0950 701C004 2.000 MILE| 2900.00000 5800.00| 3000.00000 6000.00| 3190.00000 6380.00 Broken Temporary Traffic Stripe (Tape) | | | 0960 701C005 3.000 MILE| 6500.00000 19500.00| 7000.00000 21000.00| 7150.00000 21450.00 Solid Temporary Traffic Stripe (Tape) | | | 0970 701D008 4.000 MILE| 1500.00000 6000.00| 1750.00000 7000.00| 1650.00000 6600.00 Solid Traffic Stripe Removed (Plastic) | | | 0980 701D009 3.000 MILE| 900.00000 2700.00| 1000.00000 3000.00| 990.00000 2970.00 Solid Traffic Stripe Removed (Tape) | | | 0990 701D015 2.000 MILE| 1300.00000 2600.00| 1500.00000 3000.00| 1430.00000 2860.00 Broken Traffic Stripe Removed (Plastic) | | | 1000 701D016 2.000 MILE| 900.00000 1800.00| 1000.00000 2000.00| 990.00000 1980.00 Broken Traffic Stripe Removed (Tape) | | | 1010 705A011 2240.000 EACH| 4.50000 10080.00| 5.50000 12320.00| 4.95000 11088.00 Pavement Markers, Class C, Type 1-A | | | 1020 705A012 1120.000 EACH| 4.50000 5040.00| 5.50000 6160.00| 4.95000 5544.00 Pavement Markers, Class C, Type 1-B | | | 1030 705A031 126.000 EACH| 6.50000 819.00| 7.50000 945.00| 7.15000 900.90 Pavement Markers, Class A-H, Type 1-A | | | 1040 726A000 11050.000 LF | 31.00000 342550.00| 36.00000 397800.00| 30.80000 340340.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1050 726A001 40.000 LF | 50.00000 2000.00| 55.00000 2200.00| 55.00000 2200.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1060 740B000 988.000 SQFT| 8.00000 7904.00| 12.00000 11856.00| 7.37000 7281.56 Construction Signs | | | 1070 740D000 92.000 EACH| 54.00000 4968.00| 120.00000 11040.00| 49.50000 4554.00 Channelizing Drums | | | 1080 740F002 4.000 EACH| 168.00000 672.00| 450.00000 1800.00| 154.00000 616.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/08/02 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020208001 COUNTIES : CALHOUN LETTING DATE : 02/08/02 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 07003 |( 5 ) 23068 |( 6 ) 01018 |R.E. GRILLS CONSTRUCTION CO |WAITES CONSTRUCTION COMPANY |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 1090 740I005 2.000 EACH| 542.00000 1084.00| 500.00000 1000.00| 495.00000 990.00 Warning Lights, Type B (Detachable Head | | | 1100 741C010 2.000 EACH| 5600.00000 11200.00| 12000.00000 24000.00| 5170.00000 10340.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1110 742A001 4.000 EACH| 17500.00000 70000.00| 18000.00000 72000.00| 16060.00000 64240.00 Portable Changeable Message Signs, Type | | | 2 | | | 1120 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | 1130 726D000 AA1 4.000 EACH| 10000.00000 40000.00| 12000.00000 48000.00| 10092.50000 40370.00 Portable Impact Attenuator (QUADGUARD | | | MODEL NO. QZ2406Y) | | | 1140 726D001 AA2 4.000 EACH| | | Portable Impact Attenuator (TRACC WZ) | | | SECTION TOTALS | $ 6,149,540.15| $ 6,824,599.40| $ 6,892,866.70 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 6,149,540.15| $ 6,824,599.40| $ 6,892,866.70 ==================================================================================================================================