ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20000331001 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 260 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : IM-59-1(207) for constructing the Planing, Resurfacing, Drainage, Traffic Stripe, and Guardrail on I-59 from McFarland Boulevard (M.P. 73.013) to east of the Brookwood Interchange (M.P. 86.634) in Tuscaloosa. Length - 13.623 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 5,337,717.39 100.0000% 2 01018 APAC-ALABAMA, INC. $ 5,374,134.60 100.6822% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000331001 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 01018 | |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201C000 LUMP| 257000.00000 257000.00| 393985.00000 393985.00| Clearing | | | 0020 206D001 10100.000 LF | 0.90000 9090.00| 0.95000 9595.00| Removing Guardrail | | | 0030 206D002 1190.000 LF | 5.00000 5950.00| 3.40000 4046.00| Removing Curb | | | 0040 206D007 12848.000 LF | 3.00000 38544.00| 2.27000 29164.96| Removing Concrete Flume | | | 0050 206D011 240.000 LF | 2.50000 600.00| 2.63000 631.20| Removing Fence | | | 0060 206E000 60.000 EACH| 150.00000 9000.00| 565.00000 33900.00| Removing Headwalls | | | 0070 210A000 2000.000 CYIP| 7.50000 15000.00| 6.00000 12000.00| Unclassified Excavation | | | 0080 210C000 1500.000 CYIP| 11.75000 17625.00| 6.42000 9630.00| Muck Excavation | | | 0090 210D013 43150.000 CYIP| 7.00000 302050.00| 6.15000 265372.50| Borrow Excavation (A-4(0) or Better) | | | 0100 212A000 63.000 STA | 10.00000 630.00| 38.80000 2444.40| Machine Grading Shoulders | | | 0110 214A000 515.000 CUYD| 12.00000 6180.00| 9.05000 4660.75| Structure Excavation | | | 0120 214B001 79.000 CUYD| 35.00000 2765.00| 20.00000 1580.00| Foundation Backfill, Commercial | | | 0130 301A012 1020.000 SYCP| 6.65000 6783.00| 7.15000 7293.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0140 301B040 724.000 CYCP| 20.00000 14480.00| 11.00000 7964.00| Soil Aggregate Base Course, Type A, | | | Road Mixed | | | 0150 305B061 1521.000 TCIP| 20.00000 30420.00| 14.15000 21522.15| Coarse Aggregate, Section 801, No. 2 | | | Stone, For Miscellaneous Use | | | 0160 401A000 1020.000 SYCP| 0.50000 510.00| 0.70000 714.00| Bituminous Treatment A | | | 0170 405A000 48200.000 GAL | 0.95000 45790.00| 0.95000 45790.00| Tack Coat | | | 0180 408A051 277496.000 SQYD| 0.48000 133198.08| 0.48000 133198.08| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000331001 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 01018 | |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 408A053 189333.000 SQYD| 0.92000 174186.36| 0.50000 94666.50| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0200 410C000 1.000 EACH| 10000.00000 10000.00| 20350.00000 20350.00| Contractor Retained Profilograph | | | 0210 410H000 1.000 EACH| 50000.00000 50000.00| 32438.00000 32438.00| Material Remixing Device | | | 0220 424A240 8852.000 TON | 28.20000 249626.40| 32.12000 284326.24| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0230 424A247 1000.000 TON | 34.00000 34000.00| 30.55000 30550.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0240 424A300 4161.000 TON | 36.60000 152292.60| 34.55000 143762.55| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range F | | | 0250 424A301 36575.000 TON | 31.55000 1153941.25| 34.00000 1243550.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range F | | | 0260 424A307 1000.000 TON | 32.00000 32000.00| 30.65000 30650.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0270 424B321 20986.000 TON | 28.30000 593903.80| 29.50000 619087.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range F | | | 0280 424B325 1000.000 TON | 48.00000 48000.00| 34.75000 34750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0290 424B326 1000.000 TON | 53.00000 53000.00| 53.65000 53650.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0300 424B441 115.000 TON | 34.00000 3910.00| 31.44000 3615.60| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000331001 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 01018 | |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424C300 505.000 TON | 36.50000 18432.50| 33.00000 16665.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range F | | | 0320 428C000 343600.000 LF | 0.14000 48104.00| 0.13000 44668.00| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0330 502A000 10026.000 LB | 1.00000 10026.00| 0.61000 6115.86| Steel Reinforcement | | | 0340 524B011 80.000 CUYD| 750.00000 60000.00| 567.00000 45360.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0350 530A001 298.000 LF | 22.50000 6705.00| 36.50000 10877.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0360 530A002 330.000 LF | 35.00000 11550.00| 36.54000 12058.20| 24" Roadway Pipe (Class 3 R.C.) | | | 0370 530A006 38.000 LF | 125.00000 4750.00| 97.70000 3712.60| 48" Roadway Pipe (Class 3 R.C.) | | | 0380 530A100 104.000 LF | 35.00000 3640.00| 33.55000 3489.20| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0390 530A102 286.000 LF | 42.50000 12155.00| 43.00000 12298.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0400 530A103 60.000 LF | 60.00000 3600.00| 78.00000 4680.00| 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0410 530A104 32.000 LF | 75.00000 2400.00| 68.60000 2195.20| 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0420 530A105 104.000 LF | 105.00000 10920.00| 92.00000 9568.00| 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0430 530A106 64.000 LF | 130.00000 8320.00| 109.80000 7027.20| 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0440 530B011 16.000 LF | 36.00000 576.00| 44.25000 708.00| 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0450 534A000 25.000 EACH| 200.00000 5000.00| 26.25000 656.25| Cleaning Pipe Underdrain Outlets | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000331001 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 01018 | |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 600A000 LUMP| 81000.00000 81000.00| 15855.00000 15855.00| Mobilization | | | 0470 601A000 1.000 EACH| 5000.00000 5000.00| 10400.00000 10400.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0480 605B002 1.000 EACH| 2000.00000 2000.00| 270.00000 270.00| Special Underdrain Outlet, Type C | | | 0490 606A001 160.000 LF | 12.00000 1920.00| 10.65000 1704.00| 8" Underdrain Pipe | | | 0500 610C000 20.000 TON | 30.00000 600.00| 28.00000 560.00| Loose Riprap, Class 1 | | | 0510 614A000 712.000 CUYD| 210.00000 149520.00| 183.75000 130830.00| Slope Paving | | | 0520 619A001 13.000 EACH| 500.00000 6500.00| 577.50000 7507.50| 15" Roadway Pipe End Treatment, Class 1 | | | 0530 619A002 5.000 EACH| 500.00000 2500.00| 787.50000 3937.50| 18" Roadway Pipe End Treatment, Class 1 | | | 0540 619A003 24.000 EACH| 550.00000 13200.00| 945.00000 22680.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0550 619A004 4.000 EACH| 750.00000 3000.00| 1260.00000 5040.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0560 619A055 2.000 EACH| 1300.00000 2600.00| 1942.50000 3885.00| 36" Roadway Pipe End Treatment, Class 2 | | | 0570 619A056 7.000 EACH| 1450.00000 10150.00| 2520.00000 17640.00| 42" Roadway Pipe End Treatment, Class 2 | | | 0580 619A057 6.000 EACH| 1750.00000 10500.00| 2730.00000 16380.00| 48" Roadway Pipe End Treatment, Class 2 | | | 0590 619B015 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0600 620A000 22.000 CUYD| 700.00000 15400.00| 630.00000 13860.00| Minor Structure Concrete | | | 0610 621A000 3.000 EACH| 2000.00000 6000.00| 1575.00000 4725.00| Junction Boxes, Type 1, 1P Or 5 | | | 0620 621A001 1.000 EACH| 2000.00000 2000.00| 1575.00000 1575.00| Junction Boxes, Type 1, 2P Or 5 | | | 0630 621B001 1.000 EACH| 550.00000 550.00| 525.00000 525.00| Junction Box Units, Type 1, 2P Or 5 | | | 0640 621C002 5.000 EACH| 1750.00000 8750.00| 2100.00000 10500.00| Inlets, Type C, P1 Or P3 | | | 0650 621C006 1.000 EACH| 4000.00000 4000.00| 5880.00000 5880.00| Inlets, Type KL | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000331001 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 01018 | |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 621C020 15.000 EACH| 1850.00000 27750.00| 1890.00000 28350.00| Inlets, Type Y | | | 0670 621D006 3.000 EACH| 750.00000 2250.00| 630.00000 1890.00| Inlet Units, Type KL | | | 0680 621D019 8.000 EACH| 350.00000 2800.00| 525.00000 4200.00| Inlet Units, Type Y | | | 0690 623A001 300.000 LF | 16.00000 4800.00| 25.20000 7560.00| Concrete Gutter (Valley) | | | 0700 630A000 8000.000 LF | 10.25000 82000.00| 10.75000 86000.00| Steel Beam Guardrail, Class A, Type 1 | | | 0710 630A032 938.000 LF | 11.00000 10318.00| 11.55000 10833.90| Steel Beam Guardrail, Class A, Type 1 | | | (8'-0" Posts) | | | 0720 630C001 34.000 EACH| 650.00000 22100.00| 682.50000 23205.00| Guardrail End Anchor, Type 8 | | | 0730 630C044 2.000 EACH| 4700.00000 9400.00| 4935.00000 9870.00| Guardrail End Anchor, Type 21 | | | 0740 630C050 24.000 EACH| 1850.00000 44400.00| 1942.50000 46620.00| Guardrail End Anchor, Type 20 Series | | | 0750 630C055 16.000 EACH| 650.00000 10400.00| 682.50000 10920.00| Guardrail End Anchor, Type 2A (Retrofit)| | | 0760 630C070 53.000 EACH| 1085.00000 57505.00| 1139.25000 60380.25| Guardrail End Anchor, Type 10 Series | | | 0770 635A001 175.000 LF | 14.00000 2450.00| 14.70000 2572.50| Woven Wire Fence (Metal Posts) | | | 0780 650A000 12500.000 CYIP| 9.00000 112500.00| 8.00000 100000.00| Topsoil | | | 0790 651B000 50.000 TON | 100.00000 5000.00| 42.00000 2100.00| Agricultural Limestone | | | 0800 652A054 10.000 ACRE| 425.00000 4250.00| 630.00000 6300.00| Seeding (Mix 2A) | | | 0810 652A056 20.000 ACRE| 425.00000 8500.00| 682.50000 13650.00| Seeding (Mix 2E) | | | 0820 652B053 5.000 ACRE| 500.00000 2500.00| 525.00000 2625.00| Temporary Seeding (Mix 2AT) | | | 0830 652D054 5.000 ACRE| 400.00000 2000.00| 630.00000 3150.00| Seeding In Stubble (Mix 2A) | | | 0840 654A001 5521.000 SQYD| 3.00000 16563.00| 3.65000 20151.65| Solid Sodding (Bermuda) | | | 0850 656A000 15.000 ACRE| 425.00000 6375.00| 420.00000 6300.00| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000331001 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 01018 | |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 656A001 20.000 ACRE| 450.00000 9000.00| 472.50000 9450.00| Mulching, Class A, Type 2 | | | 0870 665A000 5.000 ACRE| 250.00000 1250.00| 420.00000 2100.00| Temporary Seeding | | | 0880 665B000 5.000 ACRE| 250.00000 1250.00| 420.00000 2100.00| Temporary Mulching | | | 0890 665F000 2500.000 EACH| 5.00000 12500.00| 4.35000 10875.00| Hay Bales | | | 0900 665I000 500.000 TON | 35.00000 17500.00| 23.40000 11700.00| Temporary Riprap, Class 2 | | | 0910 665J000 60000.000 LF | 4.50000 270000.00| 2.90000 174000.00| Silt Fence, Type A | | | 0920 665K000 2000.000 CUYD| 35.00000 70000.00| 6.15000 12300.00| Drainage Sump Excavation | | | 0930 666A001 25.000 ACRE| 10.00000 250.00| 42.00000 1050.00| Pest Control Treatment | | | 0940 680A000 LUMP| 10000.00000 10000.00| 24150.00000 24150.00| Engineering Controls | | | 0950 701C002 58.000 MILE| 340.00000 19720.00| 357.00000 20706.00| Broken Temporary Traffic Stripe (Paint) | | | 0960 701C003 97.000 MILE| 380.00000 36860.00| 399.00000 38703.00| Solid Temporary Traffic Stripe (Paint) | | | 0970 701D007 1.000 MILE| 1200.00000 1200.00| 1260.00000 1260.00| Solid Traffic Stripe Removed (Paint) | | | 0980 701D008 1.000 MILE| 1300.00000 1300.00| 1365.00000 1365.00| Solid Traffic Stripe Removed (Plastic) | | | 0990 701D014 1.000 MILE| 1000.00000 1000.00| 1050.00000 1050.00| Broken Traffic Stripe Removed (Paint) | | | 1000 701D015 1.000 MILE| 1000.00000 1000.00| 1050.00000 1050.00| Broken Traffic Stripe Removed (Plastic) | | | 1010 701G121 1894.000 LF | 1.40000 2651.60| 1.47000 2784.18| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1020 701G125 1894.000 LF | 5.20000 9848.80| 5.46000 10341.24| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1030 701G133 1894.000 LF | 5.60000 10606.40| 5.88000 11136.72| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1040 702A007 1.000 MILE| 2000.00000 2000.00| 2100.00000 2100.00| Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000331001 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 01018 | |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 702A008 34.000 MILE| 3700.00000 125800.00| 3885.00000 132090.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1060 702A009 33.000 MILE| 3700.00000 122100.00| 3885.00000 128205.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1070 702A010 29.000 MILE| 1850.00000 53650.00| 1942.50000 56332.50| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1080 702B001 12000.000 LF | 1.50000 18000.00| 1.57000 18840.00| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 1090 703A002 15000.000 SQFT| 2.50000 37500.00| 2.62000 39300.00| Traffic Control Markings, Class 2, Type | | | A | | | 1100 703B002 176.000 SQFT| 3.00000 528.00| 3.15000 554.40| Traffic Control Legends, Class 2, Type A| | | 1110 703D001 15000.000 SQFT| 1.30000 19500.00| 1.36000 20400.00| Temporary Traffic Control Markings | | | 1120 705A030 1220.000 EACH| 5.20000 6344.00| 5.46000 6661.20| Pavement Markers, Class A-H, Type 2-C | | | 1130 705A031 1200.000 EACH| 5.00000 6000.00| 5.25000 6300.00| Pavement Markers, Class A-H, Type 1-A | | | 1140 705A032 380.000 EACH| 5.00000 1900.00| 5.25000 1995.00| Pavement Markers, Class A-H, Type 1-B | | | 1150 705A037 38.000 EACH| 5.20000 197.60| 5.46000 207.48| Pavement Markers, Class A-H, Type 2-D | | | 1160 740B000 751.000 SQFT| 11.00000 8261.00| 8.90000 6683.90| Construction Signs | | | 1170 740C000 73.000 SQFT| 15.00000 1095.00| 10.00000 730.00| Special Construction Signs | | | 1180 740D000 500.000 EACH| 40.00000 20000.00| 26.25000 13125.00| Channelizing Drums | | | 1190 741C010 2.000 EACH| 2500.00000 5000.00| 5670.00000 11340.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1200 742A001 4.000 EACH| 4000.00000 16000.00| 28875.00000 115500.00| Portable Changeable Message Signs, Type | | | 2 | | | 1210 998A000 LUMP| 0.00000 0.00| 1.24000 1.24| Construction Fuel (Maximum Bid Limited | | | To $ 238,000.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000331001 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 01018 | |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,337,717.39| $ 5,374,134.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,337,717.39| $ 5,374,134.60| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-65-1(220) for constructing the Concrete Pavement Rubblization, Bridge Raisings, Resurfacing and Traffic Stripe on I-65 from the north end of the Sepulga River Bridge (MP 105.6) to the south end of the Panther Creek Bridge (MP 114.5) west of Georgiana. Length 8.890 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 13,965,688.72 100.0000% 2 01018 APAC-ALABAMA, INC. $ 14,732,861.04 105.4932% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 14,764,178.53 105.7175% 4 01053 ANDERSON COLUMBIA CO., INC. $ 15,029,197.69 107.6151% 5 04026 D & J CONSTRUCTION CO., INC. $ 18,179,538.68 130.1728% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 03001 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 10500.00000 10500.00| 11000.00000 11000.00| 75000.00000 75000.00 Clearing & Grubbing (Approximately 11 | | | Acres) | | | 0020 201C000 LUMP| 73250.00000 73250.00| 100000.00000 100000.00| 185000.00000 185000.00 Clearing | | | 0030 206C001 8082.000 SQYD| 4.90000 39601.80| 5.00000 40410.00| 15.00000 121230.00 Removing Concrete Pavement | | | 0040 206C003 2981.000 SQYD| 2.60000 7750.60| 3.35000 9986.35| 7.00000 20867.00 Removing Concrete Flumes | | | 0050 206C013 107.000 SQYD| 78.50000 8399.50| 75.00000 8025.00| 50.00000 5350.00 Removing Bridge End Slab | | | 0060 206D000 28.000 LF | 16.90000 473.20| 29.19000 817.32| 10.00000 280.00 Removing Pipe | | | 0070 206D001 15528.000 LF | 1.00000 15528.00| 1.05000 16304.40| 1.50000 23292.00 Removing Guardrail | | | 0080 206D011 2500.000 LF | 4.90000 12250.00| 2.00000 5000.00| 4.00000 10000.00 Removing Fence | | | 0090 206E000 58.000 EACH| 222.50000 12905.00| 250.00000 14500.00| 200.00000 11600.00 Removing Headwalls | | | 0100 206E001 12.000 EACH| 271.90000 3262.80| 250.00000 3000.00| 75.00000 900.00 Removing Inlets | | | 0110 206E008 100.000 EACH| 84.10000 8410.00| 85.00000 8500.00| 100.00000 10000.00 Removing Guardrail End Anchor (All Type)| | | 0120 206E042 76.000 EACH| 271.90000 20664.40| 500.00000 38000.00| 100.00000 7600.00 Removing Inlets (Partial) | | | 0130 206E068 2.000 EACH| 4970.60000 9941.20| 4750.00000 9500.00| 2500.00000 5000.00 Removing Concrete Pavement Lug (Partial)| | | 0140 210A000 1796.000 CYIP| 4.20000 7543.20| 8.00000 14368.00| 4.25000 7633.00 Unclassified Excavation | | | 0150 210D000 90262.000 CYIP| 6.20000 559624.40| 5.25000 473875.50| 6.10000 550598.20 Borrow Excavation | | | 0160 214A000 2098.000 CUYD| 7.90000 16574.20| 6.50000 13637.00| 8.00000 16784.00 Structure Excavation | | | 0170 214B001 653.000 CUYD| 35.60000 23246.80| 38.00000 24814.00| 35.00000 22855.00 Foundation Backfill, Commercial | | | 0180 306E000 1.000 EACH| 6457.00000 6457.00| 6157.02000 6157.02| 10000.00000 10000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 03001 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401A000 247566.000 SYCP| 0.31000 76745.46| 0.38000 94075.08| 0.70000 173296.20 Bituminous Treatment A | | | 0200 405A000 49915.000 GAL | 0.94000 46920.10| 1.62000 80862.30| 0.65000 32444.75 Tack Coat | | | 0210 408A052 29434.000 SY | 0.64000 18837.76| 0.74000 21781.16| 0.50000 14717.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0220 408A053 2566.000 SQYD| 1.80000 4618.80| 0.81000 2078.46| 1.00000 2566.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0230 410C000 1.000 EACH| 17610.10000 17610.10| 583.83000 583.83| 10000.00000 10000.00 Contractor Retained Profilograph | | | 0240 410H000 1.000 EACH| 75000.00000 75000.00| 200000.00000 200000.00| 200000.00000 200000.00 Material Remixing Device | | | 0250 420A011 9939.000 TON | 53.00000 526767.00| 50.00000 496950.00| 50.00000 496950.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0260 424A241 7823.000 TON | 35.00000 273805.00| 37.25000 291406.75| 31.00000 242513.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0270 424A300 382.000 TON | 35.00000 13370.00| 37.25000 14229.50| 60.00000 22920.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range F | | | 0280 424A301 25915.000 TON | 36.50000 945897.50| 38.50000 997727.50| 33.00000 855195.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range F | | | 0290 424A304 50.000 TON | 72.00000 3600.00| 100.00000 5000.00| 100.00000 5000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0300 424A307 100.000 TON | 37.90000 3790.00| 54.00000 5400.00| 100.00000 10000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0310 424B321 59429.000 TON | 36.00000 2139444.00| 34.50000 2050300.50| 30.00000 1782870.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range F | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 03001 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B441 14679.000 TON | 30.00000 440370.00| 32.00000 469728.00| 32.00000 469728.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0330 424B449 7592.000 TON | 30.00000 227760.00| 35.00000 265720.00| 31.00000 235352.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Max | | | Aggregate Size Mix, ESAL Range C | | | 0340 424B542 26956.000 TON | 32.20000 867983.20| 33.00000 889548.00| 30.00000 808680.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximim Aggregate | | | Size MIx, ESAL Range C | | | 0350 424B621 82715.000 TON | 33.40000 2762681.00| 32.00000 2646880.00| 30.00000 2481450.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size,| | | ESAL Range F | | | 0360 424B629 41966.000 TON | 33.00000 1384878.00| 32.50000 1363895.00| 30.00000 1258980.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0370 428C000 189868.000 LF | 0.10000 18986.80| 0.13000 24682.84| 0.11000 20885.48 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0380 454A002 7360.000 LF | 2.50000 18400.00| 2.50000 18400.00| 2.00000 14720.00 Cleaning And Sealing Concrete Pavement, | | | Type II, Joints | | | 0390 454A003 7360.000 LF | 1.50000 11040.00| 1.50000 11040.00| 1.60000 11776.00 Cleaning And Sealing Concrete Pavement, | | | Type II, Cracks | | | 0400 454A004 18402.000 LF | 2.50000 46005.00| 2.50000 46005.00| 1.50000 27603.00 Cleaning And Sealing Concrete Pavement, | | | Type I, Joints (Longitudinal Edge | | | Joints) | | | 0410 459A002 233050.000 SQYD| 1.40000 326270.00| 1.51000 351905.50| 1.44000 335592.00 Rubblizing Plain Concrete Pavement | | | 0420 459B000 300.000 TON | 41.00000 12300.00| 57.89000 17367.00| 38.00000 11400.00 Filler Aggregate | | | 0430 502A000 73770.000 LB | 0.48000 35409.60| 0.40000 29508.00| 0.50000 36885.00 Steel Reinforcement | | | 0440 520B000 LUMP| 148000.00000 148000.00| 39000.00000 39000.00| 150000.00000 150000.00 Raising Existing Bridge, Station | | | 1780+41.59 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 03001 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 520B001 LUMP| 159000.00000 159000.00| 39000.00000 39000.00| 160000.00000 160000.00 Raising Existing Bridge, Station | | | 1906+88.19 | | | 0460 524B011 533.000 CUYD| 470.00000 250510.00| 505.00000 269165.00| 520.00000 277160.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0470 530A100 84.000 LF | 19.50000 1638.00| 54.00000 4536.00| 27.00000 2268.00 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A102 240.000 LF | 29.20000 7008.00| 65.00000 15600.00| 55.00000 13200.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0490 530A103 112.000 LF | 40.00000 4480.00| 78.00000 8736.00| 75.00000 8400.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 530A104 72.000 LF | 53.80000 3873.60| 92.00000 6624.00| 85.00000 6120.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 530A105 28.000 LF | 71.30000 1996.40| 105.00000 2940.00| 100.00000 2800.00 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0520 530A106 130.000 LF | 91.30000 11869.00| 123.00000 15990.00| 120.00000 15600.00 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0530 530B011 180.000 LF | 31.50000 5670.00| 60.00000 10800.00| 60.00000 10800.00 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0540 534A000 236.000 EACH| 26.20000 6183.20| 50.00000 11800.00| 125.00000 29500.00 Cleaning Pipe Underdrain Outlets | | | 0550 600A000 LUMP| 185000.00000 185000.00| 1000000.00000 1000000.00| 900000.00000 900000.00 Mobilization | | | 0560 605B000 154.000 EACH| 66.70000 10271.80| 350.00000 53900.00| 250.00000 38500.00 Special Underdrain Outlet, Type A | | | 0570 606A005 200.000 LF | 9.80000 1960.00| 20.00000 4000.00| 10.00000 2000.00 6" Underdrain Pipe, Type 9 | | | 0580 610C001 1020.000 TON | 31.40000 32028.00| 28.00000 28560.00| 28.00000 28560.00 Loose Riprap, Class 2 | | | 0590 610D003 867.000 SQYD| 3.10000 2687.70| 3.50000 3034.50| 3.00000 2601.00 Filter Blanket, Geotextile | | | 0600 614A000 474.000 CUYD| 197.80000 93757.20| 220.00000 104280.00| 240.00000 113760.00 Slope Paving | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 03001 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 619A001 9.000 EACH| 395.60000 3560.40| 400.00000 3600.00| 400.00000 3600.00 15" Roadway Pipe End Treatment, Class 1 | | | 0620 619A003 14.000 EACH| 524.10000 7337.40| 600.00000 8400.00| 550.00000 7700.00 24" Roadway Pipe End Treatment, Class 1 | | | 0630 619A004 8.000 EACH| 786.20000 6289.60| 800.00000 6400.00| 800.00000 6400.00 30" Roadway Pipe End Treatment, Class 1 | | | 0640 619A005 3.000 EACH| 838.60000 2515.80| 1000.00000 3000.00| 1500.00000 4500.00 36" Roadway Pipe End Treatment, Class 1 | | | 0650 619A006 1.000 EACH| 891.00000 891.00| 1200.00000 1200.00| 1700.00000 1700.00 42" Roadway Pipe End Treatment, Class 1 | | | 0660 619A007 6.000 EACH| 1094.70000 6568.20| 1400.00000 8400.00| 1800.00000 10800.00 48" Roadway Pipe End Treatment, Class 1 | | | 0670 619B015 17.000 EACH| 445.00000 7565.00| 400.00000 6800.00| 650.00000 11050.00 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0680 620A000 21.000 CUYD| 519.20000 10903.20| 500.00000 10500.00| 500.00000 10500.00 Minor Structure Concrete | | | 0690 621A000 7.000 EACH| 1780.00000 12460.00| 1400.00000 9800.00| 1850.00000 12950.00 Junction Boxes, Type 1, 1P Or 5 | | | 0700 621A001 1.000 EACH| 1829.40000 1829.40| 2200.00000 2200.00| 1500.00000 1500.00 Junction Boxes, Type 1, 2P Or 5 | | | 0710 621B000 4.000 EACH| 445.00000 1780.00| 375.00000 1500.00| 650.00000 2600.00 Junction Box Units, Type 1, 1P Or 5 | | | 0720 621B001 1.000 EACH| 445.00000 445.00| 500.00000 500.00| 600.00000 600.00 Junction Box Units, Type 1, 2P Or 5 | | | 0730 621C020 10.000 EACH| 1483.30000 14833.00| 1450.00000 14500.00| 1800.00000 18000.00 Inlets, Type Y | | | 0740 621C027 1.000 EACH| 1483.30000 1483.30| 1400.00000 1400.00| 2000.00000 2000.00 Inlets, Type C | | | 0750 621C032 11.000 EACH| 1780.00000 19580.00| 1800.00000 19800.00| 2300.00000 25300.00 Inlets, Type C (Modified) | | | 0760 621C113 2.000 EACH| 2768.90000 5537.80| 4100.00000 8200.00| 4000.00000 8000.00 Inlets, Type IJ (Modified) | | | 0770 621C132 64.000 EACH| 1977.80000 126579.20| 1800.00000 115200.00| 2000.00000 128000.00 Inlets, Type Y (Modified) | | | 0780 621D002 1.000 EACH| 445.00000 445.00| 300.00000 300.00| 500.00000 500.00 Inlet Units, Type C | | | 0790 621D019 17.000 EACH| 445.00000 7565.00| 300.00000 5100.00| 500.00000 8500.00 Inlet Units, Type Y | | | 0800 621D028 2.000 EACH| 543.90000 1087.80| 850.00000 1700.00| 1000.00000 2000.00 Inlet Units, Type IJ (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 03001 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 621D051 14.000 EACH| 543.90000 7614.60| 300.00000 4200.00| 650.00000 9100.00 Inlet Units, Type C (Modified) | | | 0820 621D055 97.000 EACH| 543.90000 52758.30| 300.00000 29100.00| 650.00000 63050.00 Inlet Units, Type Y (Modified) | | | 0830 629A004 180.000 LF | 64.30000 11574.00| 110.00000 19800.00| 125.00000 22500.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0840 629A005 240.000 LF | 74.20000 17808.00| 130.00000 31200.00| 150.00000 36000.00 Concrete Median Or Safety Barrier, Type | | | 4A (Reinforced) | | | 0850 630A000 10960.000 LF | 10.90000 119464.00| 11.00000 120560.00| 12.50000 137000.00 Steel Beam Guardrail, Class A, Type 1 | | | 0860 630C001 19.000 EACH| 494.40000 9393.60| 500.00000 9500.00| 550.00000 10450.00 Guardrail End Anchor, Type 8 | | | 0870 630C003 10.000 EACH| 939.40000 9394.00| 950.00000 9500.00| 1000.00000 10000.00 Guardrail End Anchor, Type 13 | | | 0880 630C013 1.000 EACH| 593.30000 593.30| 600.00000 600.00| 2000.00000 2000.00 Guardrail End Anchor, Type 2B (Modified)| | | 0890 630C019 7.000 EACH| 618.10000 4326.70| 625.00000 4375.00| 2000.00000 14000.00 Guardrail End Anchor, Type 2A (Modified)| | | 0900 630C050 1.000 EACH| 1681.10000 1681.10| 1700.00000 1700.00| 1950.00000 1950.00 Guardrail End Anchor, Type 20 Series | | | 0910 630C055 10.000 EACH| 618.10000 6181.00| 625.00000 6250.00| 850.00000 8500.00 Guardrail End Anchor, Type 2A (Retrofit)| | | 0920 630C056 2.000 EACH| 593.30000 1186.60| 600.00000 1200.00| 850.00000 1700.00 Guardrail End Anchor, Type 2B (Retrofit)| | | 0930 630C070 47.000 EACH| 1310.30000 61584.10| 1325.00000 62275.00| 1450.00000 68150.00 Guardrail End Anchor, Type 10 Series | | | 0940 635A002 2500.000 LF | 6.20000 15500.00| 7.00000 17500.00| 6.25000 15625.00 Woven Wire Fence (Wood Posts) | | | 0950 635B001 3.000 EACH| 331.30000 993.90| 500.00000 1500.00| 325.00000 975.00 Gate, 14 Feet Wide | | | 0960 650A000 48400.000 CYIP| 7.40000 358160.00| 7.50000 363000.00| 7.95000 384780.00 Topsoil | | | 0970 652A057 60.000 ACRE| 494.40000 29664.00| 393.00000 23580.00| 475.00000 28500.00 Seeding (Mix 3A) | | | 0980 652B055 30.000 ACRE| 296.70000 8901.00| 260.00000 7800.00| 300.00000 9000.00 Temporary Seeding (Mix 3AT) | | | 0990 652C000 90.000 ACRE| 49.40000 4446.00| 20.00000 1800.00| 60.00000 5400.00 Mowing | | | 1000 652D057 30.000 ACRE| 445.00000 13350.00| 260.00000 7800.00| 470.00000 14100.00 Seeding In Stubble (Mix 3A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 03001 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 654A001 2967.000 SQYD| 3.00000 8901.00| 3.00000 8901.00| 3.00000 8901.00 Solid Sodding (Bermuda) | | | 1020 656A000 80.000 ACRE| 296.70000 23736.00| 389.00000 31120.00| 420.00000 33600.00 Mulching, Class A, Type 1 | | | 1030 656A001 10.000 ACRE| 494.40000 4944.00| 375.00000 3750.00| 515.00000 5150.00 Mulching, Class A, Type 2 | | | 1040 659A000 77.000 SQYD| 2.00000 154.00| 6.00000 462.00| 2.30000 177.10 Erosion Control Netting, Class A | | | 1050 665A000 11.000 ACRE| 296.70000 3263.70| 175.00000 1925.00| 310.00000 3410.00 Temporary Seeding | | | 1060 665B000 11.000 ACRE| 296.70000 3263.70| 275.00000 3025.00| 300.00000 3300.00 Temporary Mulching | | | 1070 665F000 1476.000 EACH| 4.90000 7232.40| 5.00000 7380.00| 5.00000 7380.00 Hay Bales | | | 1080 665J000 20035.000 LF | 2.80000 56098.00| 3.00000 60105.00| 3.85000 77134.75 Silt Fence, Type A | | | 1090 666A001 90.000 ACRE| 29.70000 2673.00| 1.00000 90.00| 80.00000 7200.00 Pest Control Treatment | | | 1100 680A000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 30000.00000 30000.00 Engineering Controls | | | 1110 701C002 180.000 MILE| 207.70000 37386.00| 210.00000 37800.00| 340.00000 61200.00 Broken Temporary Traffic Stripe (Paint) | | | 1120 701C003 180.000 MILE| 257.10000 46278.00| 260.00000 46800.00| 380.00000 68400.00 Solid Temporary Traffic Stripe (Paint) | | | 1130 701C005 1.000 MILE| 4944.40000 4944.40| 5000.00000 5000.00| 6800.00000 6800.00 Solid Temporary Traffic Stripe (Tape) | | | 1140 701D007 180.000 MILE| 988.90000 178002.00| 1000.00000 180000.00| 980.00000 176400.00 Solid Traffic Stripe Removed (Paint) | | | 1150 701D009 1.000 MILE| 3461.10000 3461.10| 3500.00000 3500.00| 1300.00000 1300.00 Solid Traffic Stripe Removed (Tape) | | | 1160 701D014 180.000 MILE| 543.90000 97902.00| 550.00000 99000.00| 850.00000 153000.00 Broken Traffic Stripe Removed (Paint) | | | 1170 702A008 22.000 MILE| 3757.70000 82669.40| 3800.00000 83600.00| 3700.00000 81400.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1180 702A009 22.000 MILE| 3757.70000 82669.40| 3800.00000 83600.00| 3700.00000 81400.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1190 702A010 19.000 MILE| 1878.90000 35699.10| 1900.00000 36100.00| 1850.00000 35150.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 03001 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 702B001 1821.000 LF | 1.60000 2913.60| 1.60000 2913.60| 1.45000 2640.45 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 1210 703A002 2052.000 SQFT| 1.60000 3283.20| 1.65000 3385.80| 1.80000 3693.60 Traffic Control Markings, Class 2, Type | | | A | | | 1220 703D001 200.000 SQFT| 1.10000 220.00| 1.10000 220.00| 14.00000 2800.00 Temporary Traffic Control Markings | | | 1230 705A030 746.000 EACH| 4.90000 3655.40| 4.90000 3655.40| 4.75000 3543.50 Pavement Markers, Class A-H, Type 2-C | | | 1240 705A031 2959.000 EACH| 4.90000 14499.10| 4.90000 14499.10| 4.75000 14055.25 Pavement Markers, Class A-H, Type 1-A | | | 1250 705A032 461.000 EACH| 4.90000 2258.90| 4.90000 2258.90| 4.75000 2189.75 Pavement Markers, Class A-H, Type 1-B | | | 1260 705A037 158.000 EACH| 4.90000 774.20| 5.00000 790.00| 4.75000 750.50 Pavement Markers, Class A-H, Type 2-D | | | 1270 726A000 4020.000 LF | 23.70000 95274.00| 24.00000 96480.00| 40.00000 160800.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1280 740B000 1816.000 SQFT| 11.10000 20157.60| 8.76000 15908.16| 16.00000 29056.00 Construction Signs | | | 1290 740C000 93.000 SQFT| 21.80000 2027.40| 10.51000 977.43| 20.00000 1860.00 Special Construction Signs | | | 1300 740D000 550.000 EACH| 39.50000 21725.00| 58.38000 32109.00| 85.00000 46750.00 Channelizing Drums | | | 1310 740E000 50.000 EACH| 32.50000 1625.00| 12.84000 642.00| 35.00000 1750.00 Cones (36 Inches High) | | | 1320 740L004 425.000 EACH| 58.70000 24947.50| 52.54000 22329.50| 35.00000 14875.00 Vertical Panel Type II, Single-Sided | | | 1330 740L006 30.000 EACH| 58.70000 1761.00| 64.22000 1926.60| 100.00000 3000.00 Vertical Panel Type II, Double-Sided | | | 1340 740M000 50.000 EACH| 4.70000 235.00| 7.01000 350.50| 3.00000 150.00 Weight For Cone | | | 1350 741C010 2.000 EACH| 5870.00000 11740.00| 5838.26000 11676.52| 9000.00000 18000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1360 742A001 2.000 EACH| 11740.00000 23480.00| 23353.01000 46706.02| 25000.00000 50000.00 Portable Changeable Message Signs, Type | | | 2 | | | 1370 998A000 LUMP| 10000.00000 10000.00| 0.00000 0.00| 50000.00000 50000.00 Construction Fuel (Maximum Bid Limited | | | To $ 600,000.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 03001 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 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 | $ 13,965,688.72| $ 14,732,861.04| $ 14,764,178.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,965,688.72| $ 14,732,861.04| $ 14,764,178.53 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 01053 |(5) 04026 | |ANDERSON COLUMBIA CO., INC. |D & J 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| 39795.00000 39795.00| 125000.00000 125000.00| Clearing & Grubbing (Approximately 11 | | | Acres) | | | 0020 201C000 LUMP| 39795.00000 39795.00| 130000.00000 130000.00| Clearing | | | 0030 206C001 8082.000 SQYD| 5.00000 40410.00| 6.00000 48492.00| Removing Concrete Pavement | | | 0040 206C003 2981.000 SQYD| 5.00000 14905.00| 3.00000 8943.00| Removing Concrete Flumes | | | 0050 206C013 107.000 SQYD| 75.00000 8025.00| 100.00000 10700.00| Removing Bridge End Slab | | | 0060 206D000 28.000 LF | 200.00000 5600.00| 16.50000 462.00| Removing Pipe | | | 0070 206D001 15528.000 LF | 1.05000 16304.40| 5.00000 77640.00| Removing Guardrail | | | 0080 206D011 2500.000 LF | 5.00000 12500.00| 1.00000 2500.00| Removing Fence | | | 0090 206E000 58.000 EACH| 250.00000 14500.00| 300.00000 17400.00| Removing Headwalls | | | 0100 206E001 12.000 EACH| 250.00000 3000.00| 250.00000 3000.00| Removing Inlets | | | 0110 206E008 100.000 EACH| 85.00000 8500.00| 175.00000 17500.00| Removing Guardrail End Anchor (All Type)| | | 0120 206E042 76.000 EACH| 275.00000 20900.00| 150.00000 11400.00| Removing Inlets (Partial) | | | 0130 206E068 2.000 EACH| 3800.00000 7600.00| 4750.00000 9500.00| Removing Concrete Pavement Lug (Partial)| | | 0140 210A000 1796.000 CYIP| 10.00000 17960.00| 8.00000 14368.00| Unclassified Excavation | | | 0150 210D000 90262.000 CYIP| 5.00000 451310.00| 10.00000 902620.00| Borrow Excavation | | | 0160 214A000 2098.000 CUYD| 8.50000 17833.00| 8.00000 16784.00| Structure Excavation | | | 0170 214B001 653.000 CUYD| 36.00000 23508.00| 36.00000 23508.00| Foundation Backfill, Commercial | | | 0180 306E000 1.000 EACH| 9000.00000 9000.00| 7000.00000 7000.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 01053 |(5) 04026 | |ANDERSON COLUMBIA CO., INC. |D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401A000 247566.000 SYCP| 0.35000 86648.10| 0.30000 74269.80| Bituminous Treatment A | | | 0200 405A000 49915.000 GAL | 1.05000 52410.75| 1.00000 49915.00| Tack Coat | | | 0210 408A052 29434.000 SY | 1.10000 32377.40| 2.00000 58868.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0220 408A053 2566.000 SQYD| 2.00000 5132.00| 5.00000 12830.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0230 410C000 1.000 EACH| 3000.00000 3000.00| 25000.00000 25000.00| Contractor Retained Profilograph | | | 0240 410H000 1.000 EACH| 110000.00000 110000.00| 150000.00000 150000.00| Material Remixing Device | | | 0250 420A011 9939.000 TON | 40.21000 399647.19| 58.00000 576462.00| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0260 424A241 7823.000 TON | 29.63000 231795.49| 37.00000 289451.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0270 424A300 382.000 TON | 51.29000 19592.78| 55.00000 21010.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range F | | | 0280 424A301 25915.000 TON | 35.75000 926461.25| 42.00000 1088430.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range F | | | 0290 424A304 50.000 TON | 100.00000 5000.00| 200.00000 10000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0300 424A307 100.000 TON | 100.00000 10000.00| 150.00000 15000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0310 424B321 59429.000 TON | 32.80000 1949271.20| 40.00000 2377160.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range F | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 01053 |(5) 04026 | |ANDERSON COLUMBIA CO., INC. |D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B441 14679.000 TON | 30.10000 441837.90| 38.00000 557802.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0330 424B449 7592.000 TON | 30.87000 234365.04| 38.00000 288496.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Max | | | Aggregate Size Mix, ESAL Range C | | | 0340 424B542 26956.000 TON | 30.68000 827010.08| 38.00000 1024328.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximim Aggregate | | | Size MIx, ESAL Range C | | | 0350 424B621 82715.000 TON | 30.00000 2481450.00| 38.00000 3143170.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size,| | | ESAL Range F | | | 0360 424B629 41966.000 TON | 30.00000 1258980.00| 38.00000 1594708.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0370 428C000 189868.000 LF | 0.08760 16632.44| 0.11000 20885.48| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0380 454A002 7360.000 LF | 3.00000 22080.00| 2.50000 18400.00| Cleaning And Sealing Concrete Pavement, | | | Type II, Joints | | | 0390 454A003 7360.000 LF | 3.00000 22080.00| 1.50000 11040.00| Cleaning And Sealing Concrete Pavement, | | | Type II, Cracks | | | 0400 454A004 18402.000 LF | 3.00000 55206.00| 2.50000 46005.00| Cleaning And Sealing Concrete Pavement, | | | Type I, Joints (Longitudinal Edge | | | Joints) | | | 0410 459A002 233050.000 SQYD| 1.88000 438134.00| 1.80000 419490.00| Rubblizing Plain Concrete Pavement | | | 0420 459B000 300.000 TON | 30.00000 9000.00| 40.00000 12000.00| Filler Aggregate | | | 0430 502A000 73770.000 LB | 0.45000 33196.50| 0.70000 51639.00| Steel Reinforcement | | | 0440 520B000 LUMP| 110000.00000 110000.00| 135500.00000 135500.00| Raising Existing Bridge, Station | | | 1780+41.59 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 01053 |(5) 04026 | |ANDERSON COLUMBIA CO., INC. |D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 520B001 LUMP| 110000.00000 110000.00| 110500.00000 110500.00| Raising Existing Bridge, Station | | | 1906+88.19 | | | 0460 524B011 533.000 CUYD| 540.00000 287820.00| 750.00000 399750.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0470 530A100 84.000 LF | 28.98000 2434.32| 30.00000 2520.00| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A102 240.000 LF | 55.86000 13406.40| 40.00000 9600.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0490 530A103 112.000 LF | 82.83000 9276.96| 50.00000 5600.00| 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 530A104 72.000 LF | 113.67000 8184.24| 60.00000 4320.00| 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 530A105 28.000 LF | 141.30000 3956.40| 80.00000 2240.00| 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0520 530A106 130.000 LF | 184.00000 23920.00| 100.00000 13000.00| 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0530 530B011 180.000 LF | 45.33000 8159.40| 40.00000 7200.00| 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0540 534A000 236.000 EACH| 43.00000 10148.00| 35.00000 8260.00| Cleaning Pipe Underdrain Outlets | | | 0550 600A000 LUMP| 2126473.20000 2126473.20| 1100000.00000 1100000.00| Mobilization | | | 0560 605B000 154.000 EACH| 200.00000 30800.00| 65.00000 10010.00| Special Underdrain Outlet, Type A | | | 0570 606A005 200.000 LF | 10.00000 2000.00| 9.50000 1900.00| 6" Underdrain Pipe, Type 9 | | | 0580 610C001 1020.000 TON | 35.00000 35700.00| 24.00000 24480.00| Loose Riprap, Class 2 | | | 0590 610D003 867.000 SQYD| 1.75000 1517.25| 2.75000 2384.25| Filter Blanket, Geotextile | | | 0600 614A000 474.000 CUYD| 200.00000 94800.00| 200.00000 94800.00| Slope Paving | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 01053 |(5) 04026 | |ANDERSON COLUMBIA CO., INC. |D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 619A001 9.000 EACH| 400.00000 3600.00| 250.00000 2250.00| 15" Roadway Pipe End Treatment, Class 1 | | | 0620 619A003 14.000 EACH| 530.00000 7420.00| 325.00000 4550.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0630 619A004 8.000 EACH| 795.00000 6360.00| 425.00000 3400.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0640 619A005 3.000 EACH| 848.00000 2544.00| 550.00000 1650.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0650 619A006 1.000 EACH| 901.00000 901.00| 1200.00000 1200.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0660 619A007 6.000 EACH| 1107.00000 6642.00| 1400.00000 8400.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0670 619B015 17.000 EACH| 450.00000 7650.00| 250.00000 4250.00| 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0680 620A000 21.000 CUYD| 525.00000 11025.00| 500.00000 10500.00| Minor Structure Concrete | | | 0690 621A000 7.000 EACH| 1800.00000 12600.00| 1950.00000 13650.00| Junction Boxes, Type 1, 1P Or 5 | | | 0700 621A001 1.000 EACH| 1850.00000 1850.00| 2250.00000 2250.00| Junction Boxes, Type 1, 2P Or 5 | | | 0710 621B000 4.000 EACH| 450.00000 1800.00| 550.00000 2200.00| Junction Box Units, Type 1, 1P Or 5 | | | 0720 621B001 1.000 EACH| 450.00000 450.00| 650.00000 650.00| Junction Box Units, Type 1, 2P Or 5 | | | 0730 621C020 10.000 EACH| 1500.00000 15000.00| 1600.00000 16000.00| Inlets, Type Y | | | 0740 621C027 1.000 EACH| 1500.00000 1500.00| 1800.00000 1800.00| Inlets, Type C | | | 0750 621C032 11.000 EACH| 1800.00000 19800.00| 2300.00000 25300.00| Inlets, Type C (Modified) | | | 0760 621C113 2.000 EACH| 2800.00000 5600.00| 4500.00000 9000.00| Inlets, Type IJ (Modified) | | | 0770 621C132 64.000 EACH| 2000.00000 128000.00| 2100.00000 134400.00| Inlets, Type Y (Modified) | | | 0780 621D002 1.000 EACH| 450.00000 450.00| 400.00000 400.00| Inlet Units, Type C | | | 0790 621D019 17.000 EACH| 450.00000 7650.00| 400.00000 6800.00| Inlet Units, Type Y | | | 0800 621D028 2.000 EACH| 550.00000 1100.00| 575.00000 1150.00| Inlet Units, Type IJ (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 01053 |(5) 04026 | |ANDERSON COLUMBIA CO., INC. |D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 621D051 14.000 EACH| 550.00000 7700.00| 500.00000 7000.00| Inlet Units, Type C (Modified) | | | 0820 621D055 97.000 EACH| 550.00000 53350.00| 500.00000 48500.00| Inlet Units, Type Y (Modified) | | | 0830 629A004 180.000 LF | 65.00000 11700.00| 145.00000 26100.00| Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0840 629A005 240.000 LF | 75.00000 18000.00| 165.00000 39600.00| Concrete Median Or Safety Barrier, Type | | | 4A (Reinforced) | | | 0850 630A000 10960.000 LF | 11.00000 120560.00| 12.50000 137000.00| Steel Beam Guardrail, Class A, Type 1 | | | 0860 630C001 19.000 EACH| 500.00000 9500.00| 550.00000 10450.00| Guardrail End Anchor, Type 8 | | | 0870 630C003 10.000 EACH| 950.00000 9500.00| 1000.00000 10000.00| Guardrail End Anchor, Type 13 | | | 0880 630C013 1.000 EACH| 600.00000 600.00| 2000.00000 2000.00| Guardrail End Anchor, Type 2B (Modified)| | | 0890 630C019 7.000 EACH| 625.00000 4375.00| 2000.00000 14000.00| Guardrail End Anchor, Type 2A (Modified)| | | 0900 630C050 1.000 EACH| 1700.00000 1700.00| 1950.00000 1950.00| Guardrail End Anchor, Type 20 Series | | | 0910 630C055 10.000 EACH| 625.00000 6250.00| 850.00000 8500.00| Guardrail End Anchor, Type 2A (Retrofit)| | | 0920 630C056 2.000 EACH| 600.00000 1200.00| 850.00000 1700.00| Guardrail End Anchor, Type 2B (Retrofit)| | | 0930 630C070 47.000 EACH| 1325.00000 62275.00| 1450.00000 68150.00| Guardrail End Anchor, Type 10 Series | | | 0940 635A002 2500.000 LF | 6.25000 15625.00| 6.25000 15625.00| Woven Wire Fence (Wood Posts) | | | 0950 635B001 3.000 EACH| 335.00000 1005.00| 335.00000 1005.00| Gate, 14 Feet Wide | | | 0960 650A000 48400.000 CYIP| 1.00000 48400.00| 11.00000 532400.00| Topsoil | | | 0970 652A057 60.000 ACRE| 400.00000 24000.00| 400.00000 24000.00| Seeding (Mix 3A) | | | 0980 652B055 30.000 ACRE| 300.00000 9000.00| 300.00000 9000.00| Temporary Seeding (Mix 3AT) | | | 0990 652C000 90.000 ACRE| 45.00000 4050.00| 45.00000 4050.00| Mowing | | | 1000 652D057 30.000 ACRE| 300.00000 9000.00| 300.00000 9000.00| Seeding In Stubble (Mix 3A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 01053 |(5) 04026 | |ANDERSON COLUMBIA CO., INC. |D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 654A001 2967.000 SQYD| 2.30000 6824.10| 2.30000 6824.10| Solid Sodding (Bermuda) | | | 1020 656A000 80.000 ACRE| 400.00000 32000.00| 400.00000 32000.00| Mulching, Class A, Type 1 | | | 1030 656A001 10.000 ACRE| 400.00000 4000.00| 400.00000 4000.00| Mulching, Class A, Type 2 | | | 1040 659A000 77.000 SQYD| 2.00000 154.00| 5.00000 385.00| Erosion Control Netting, Class A | | | 1050 665A000 11.000 ACRE| 300.00000 3300.00| 300.00000 3300.00| Temporary Seeding | | | 1060 665B000 11.000 ACRE| 400.00000 4400.00| 400.00000 4400.00| Temporary Mulching | | | 1070 665F000 1476.000 EACH| 5.00000 7380.00| 6.00000 8856.00| Hay Bales | | | 1080 665J000 20035.000 LF | 3.00000 60105.00| 4.25000 85148.75| Silt Fence, Type A | | | 1090 666A001 90.000 ACRE| 40.00000 3600.00| 40.00000 3600.00| Pest Control Treatment | | | 1100 680A000 LUMP| 30000.00000 30000.00| 100000.00000 100000.00| Engineering Controls | | | 1110 701C002 180.000 MILE| 300.00000 54000.00| 300.00000 54000.00| Broken Temporary Traffic Stripe (Paint) | | | 1120 701C003 180.000 MILE| 340.00000 61200.00| 340.00000 61200.00| Solid Temporary Traffic Stripe (Paint) | | | 1130 701C005 1.000 MILE| 6800.00000 6800.00| 6800.00000 6800.00| Solid Temporary Traffic Stripe (Tape) | | | 1140 701D007 180.000 MILE| 950.00000 171000.00| 950.00000 171000.00| Solid Traffic Stripe Removed (Paint) | | | 1150 701D009 1.000 MILE| 800.00000 800.00| 800.00000 800.00| Solid Traffic Stripe Removed (Tape) | | | 1160 701D014 180.000 MILE| 850.00000 153000.00| 850.00000 153000.00| Broken Traffic Stripe Removed (Paint) | | | 1170 702A008 22.000 MILE| 3700.00000 81400.00| 3700.00000 81400.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1180 702A009 22.000 MILE| 3700.00000 81400.00| 3700.00000 81400.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1190 702A010 19.000 MILE| 1850.00000 35150.00| 1850.00000 35150.00| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 01053 |(5) 04026 | |ANDERSON COLUMBIA CO., INC. |D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 702B001 1821.000 LF | 1.50000 2731.50| 1.50000 2731.50| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 1210 703A002 2052.000 SQFT| 2.50000 5130.00| 2.50000 5130.00| Traffic Control Markings, Class 2, Type | | | A | | | 1220 703D001 200.000 SQFT| 1.30000 260.00| 1.30000 260.00| Temporary Traffic Control Markings | | | 1230 705A030 746.000 EACH| 5.20000 3879.20| 5.20000 3879.20| Pavement Markers, Class A-H, Type 2-C | | | 1240 705A031 2959.000 EACH| 5.00000 14795.00| 5.00000 14795.00| Pavement Markers, Class A-H, Type 1-A | | | 1250 705A032 461.000 EACH| 5.00000 2305.00| 5.00000 2305.00| Pavement Markers, Class A-H, Type 1-B | | | 1260 705A037 158.000 EACH| 5.20000 821.60| 5.20000 821.60| Pavement Markers, Class A-H, Type 2-D | | | 1270 726A000 4020.000 LF | 30.00000 120600.00| 24.00000 96480.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1280 740B000 1816.000 SQFT| 8.33000 15127.28| 8.50000 15436.00| Construction Signs | | | 1290 740C000 93.000 SQFT| 9.99000 929.07| 12.00000 1116.00| Special Construction Signs | | | 1300 740D000 550.000 EACH| 44.40000 24420.00| 48.00000 26400.00| Channelizing Drums | | | 1310 740E000 50.000 EACH| 12.21000 610.50| 11.00000 550.00| Cones (36 Inches High) | | | 1320 740L004 425.000 EACH| 49.95000 21228.75| 60.00000 25500.00| Vertical Panel Type II, Single-Sided | | | 1330 740L006 30.000 EACH| 61.05000 1831.50| 75.00000 2250.00| Vertical Panel Type II, Double-Sided | | | 1340 740M000 50.000 EACH| 6.67000 333.50| 7.00000 350.00| Weight For Cone | | | 1350 741C010 2.000 EACH| 5500.00000 11000.00| 6000.00000 12000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1360 742A001 2.000 EACH| 22200.00000 44400.00| 30000.00000 60000.00| Portable Changeable Message Signs, Type | | | 2 | | | 1370 998A000 LUMP| 0.00000 0.00| 500000.00000 500000.00| Construction Fuel (Maximum Bid Limited | | | To $ 600,000.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000331002 COUNTIES : BUTLER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 01053 |(5) 04026 | |ANDERSON COLUMBIA CO., INC. |D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 15,029,197.69| $ 18,179,538.68| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,029,197.69| $ 18,179,538.68| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20000331003 COUNTIES : CONECUH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : IM-65-1(257) for constructing the Planing, Resurfacing, Traffic Stripe and Sign Relocation on I-65 from M.P. 83.000 to M.P. 105.529 at the Sepulga River. Length 22.529 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 9,004,493.51 100.0000% 2 01018 APAC-ALABAMA, INC. $ 10,056,287.97 111.6807% 3 01053 ANDERSON COLUMBIA CO., INC. $ 10,282,895.95 114.1973% 4 23011 HOSEA O. WEAVER & SONS, INC. $ 10,527,815.41 116.9173% 5 04026 D & J CONSTRUCTION CO., INC. $ 12,805,657.66 142.2140% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000331003 COUNTIES : CONECUH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 01053 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |ANDERSON COLUMBIA CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 306B000 2.000 EACH| 6249.60000 12499.20| 5689.93000 11379.86| 9000.00000 18000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0020 405A000 74188.000 GAL | 0.74000 54899.12| 1.33000 98670.04| 1.05000 77897.40 Tack Coat | | | 0030 408A052 673840.000 SY | 0.40000 269536.00| 0.49000 330181.60| 0.52000 350396.80 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 7600.000 SQYD| 0.84000 6384.00| 0.70000 5320.00| 0.75000 5700.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410B001 1.000 EACH| 18408.00000 18408.00| 21520.69000 21520.69| 24000.00000 24000.00 State Retained Profilograph | | | 0060 410H000 1.000 EACH| 50000.00000 50000.00| 123322.13000 123322.13| 150000.00000 150000.00 Material Remixing Device | | | 0070 420A011 24781.000 TON | 51.00000 1263831.00| 54.14000 1341643.34| 39.99000 990992.19 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0080 424A240 14339.000 TON | 33.50000 480356.50| 31.83000 456410.37| 41.86000 600230.54 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0090 424A300 44826.000 TON | 32.00000 1434432.00| 37.79000 1693974.54| 37.84000 1696215.84 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range F | | | 0100 424A303 100.000 TON | 65.00000 6500.00| 87.70000 8770.00| 100.00000 10000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0110 424A306 200.000 TON | 33.00000 6600.00| 61.63000 12326.00| 55.00000 11000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0120 424B321 77899.000 TON | 34.50000 2687515.50| 32.73000 2549634.27| 37.00000 2882263.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range F | | | 0130 424B329 1500.000 TON | 33.50000 50250.00| 37.27000 55905.00| 34.70000 52050.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range F | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000331003 COUNTIES : CONECUH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 01053 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |ANDERSON COLUMBIA CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B441 690.000 TON | 29.50000 20355.00| 36.71000 25329.90| 36.90000 25461.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0150 424B621 1000.000 TON | 35.00000 35000.00| 38.08000 38080.00| 38.00000 38000.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size,| | | ESAL Range F | | | 0160 428C000 450956.000 LF | 0.07000 31566.92| 0.08000 36076.48| 0.07600 34272.66 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0170 534A000 19.000 EACH| 65.50000 1244.50| 75.00000 1425.00| 105.10000 1996.90 Cleaning Pipe Underdrain Outlets | | | 0180 600A000 LUMP| 55000.00000 55000.00| 543000.00000 543000.00| 1203105.38000 1203105.38 Mobilization | | | 0190 605B009 4.000 EACH| 1257.50000 5030.00| 400.00000 1600.00| 500.00000 2000.00 Special Underdrain Outlet, Type B (8 | | | Inch Diameter) | | | 0200 606B002 8800.000 LF | 10.00000 88000.00| 12.00000 105600.00| 10.00000 88000.00 8" Underdrain Pipe, With Filter Fabric, | | | Type 9 | | | 0210 650A000 195594.000 CYIP| 6.10000 1193123.40| 6.75000 1320259.50| 3.50000 684579.00 Topsoil | | | 0220 652A061 200.000 ACRE| 460.50000 92100.00| 425.00000 85000.00| 425.00000 85000.00 Seeding (Mix 3E) | | | 0230 654A001 2819.000 SQYD| 3.10000 8738.90| 3.00000 8457.00| 3.00000 8457.00 Solid Sodding (Bermuda) | | | 0240 656A000 200.000 ACRE| 415.90000 83180.00| 425.00000 85000.00| 425.00000 85000.00 Mulching, Class A, Type 1 | | | 0250 659A000 2819.000 SQYD| 1.90000 5356.10| 1.50000 4228.50| 2.00000 5638.00 Erosion Control Netting, Class A | | | 0260 665A000 200.000 ACRE| 198.10000 39620.00| 225.00000 45000.00| 250.00000 50000.00 Temporary Seeding | | | 0270 665B000 200.000 ACRE| 198.10000 39620.00| 225.00000 45000.00| 250.00000 50000.00 Temporary Mulching | | | 0280 665F000 1500.000 EACH| 5.00000 7500.00| 5.00000 7500.00| 3.50000 5250.00 Hay Bales | | | 0290 665G000 4590.000 EACH| 2.00000 9180.00| 2.75000 12622.50| 2.00000 9180.00 Sand Bags | | | 0300 666A001 200.000 ACRE| 79.20000 15840.00| 1.00000 200.00| 10.00000 2000.00 Pest Control Treatment | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000331003 COUNTIES : CONECUH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 01053 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |ANDERSON COLUMBIA CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 680A000 LUMP| 10479.50000 10479.50| 2000.00000 2000.00| 5665.00000 5665.00 Engineering Controls | | | 0320 701A061 1.000 MILE| 173.30000 173.30| 5000.00000 5000.00| 5906.00000 5906.00 Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0330 701A065 2.000 MILE| 396.10000 792.20| 10000.00000 20000.00| 16125.00000 32250.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0340 701A073 2.000 MILE| 396.10000 792.20| 10000.00000 20000.00| 17073.00000 34146.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0350 701C000 138.000 MILE| 247.60000 34168.80| 210.00000 28980.00| 300.00000 41400.00 Broken Temporary Traffic Stripe | | | 0360 701C001 288.000 MILE| 396.10000 114076.80| 250.00000 72000.00| 340.00000 97920.00 Solid Temporary Traffic Stripe | | | 0370 701D007 1.000 MILE| 2475.80000 2475.80| 580.00000 580.00| 1200.00000 1200.00 Solid Traffic Stripe Removed (Paint) | | | 0380 701D008 2.000 MILE| 2475.80000 4951.60| 890.00000 1780.00| 1300.00000 2600.00 Solid Traffic Stripe Removed (Plastic) | | | 0390 701D014 1.000 MILE| 990.30000 990.30| 580.00000 580.00| 1000.00000 1000.00 Broken Traffic Stripe Removed (Paint) | | | 0400 701D015 2.000 MILE| 990.30000 1980.60| 580.00000 1160.00| 1000.00000 2000.00 Broken Traffic Stripe Removed (Plastic) | | | 0410 702A008 50.000 MILE| 3862.20000 193110.00| 3800.00000 190000.00| 3700.00000 185000.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0420 702A009 50.000 MILE| 3862.20000 193110.00| 3800.00000 190000.00| 3700.00000 185000.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0430 702A010 48.000 MILE| 1881.60000 90316.80| 1900.00000 91200.00| 1850.00000 88800.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0440 702B001 9461.000 LF | 1.30000 12299.30| 1.65000 15610.65| 1.50000 14191.50 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0450 703A002 11542.000 SQFT| 1.50000 17313.00| 1.65000 19044.30| 2.50000 28855.00 Traffic Control Markings, Class 2, Type | | | A | | | 0460 703B002 23.000 SQFT| 2.00000 46.00| 1.65000 37.95| 3.00000 69.00 Traffic Control Legends, Class 2, Type A| | | 0470 703D001 7550.000 SQFT| 0.99000 7474.50| 3.25000 24537.50| 1.30000 9815.00 Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000331003 COUNTIES : CONECUH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 01053 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |ANDERSON COLUMBIA CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 703E001 23.000 SQFT| 0.99000 22.77| 3.25000 74.75| 1.30000 29.90 Temporary Traffic Control Legends | | | 0490 705A011 11864.000 EACH| 3.50000 41524.00| 4.90000 58133.60| 4.00000 47456.00 Pavement Markers, Class C, Type 1-A | | | 0500 705A022 1888.000 EACH| 3.50000 6608.00| 4.90000 9251.20| 4.00000 7552.00 Pavement Markers, Class C, Type 2-C | | | 0510 705A023 200.000 EACH| 3.50000 700.00| 4.90000 980.00| 4.00000 800.00 Pavement Markers, Class C, Type 2-D | | | 0520 705A030 978.000 EACH| 3.50000 3423.00| 4.95000 4841.10| 5.20000 5085.60 Pavement Markers, Class A-H, Type 2-C | | | 0530 705A031 6632.000 EACH| 3.50000 23212.00| 4.95000 32828.40| 5.00000 33160.00 Pavement Markers, Class A-H, Type 1-A | | | 0540 705A032 2691.000 EACH| 3.50000 9418.50| 4.95000 13320.45| 5.00000 13455.00 Pavement Markers, Class A-H, Type 1-B | | | 0550 705A037 82.000 EACH| 3.50000 287.00| 4.95000 405.90| 5.20000 426.40 Pavement Markers, Class A-H, Type 2-D | | | 0560 707A006 136.000 EACH| 31.40000 4270.40| 31.50000 4284.00| 33.00000 4488.00 Type 1, Clear Delineator Installation | | | 0570 707A007 123.000 EACH| 31.40000 3862.20| 31.50000 3874.50| 33.00000 4059.00 Type 2, Clear Delineator Installation | | | 0580 707A026 79.000 EACH| 31.40000 2480.60| 31.50000 2488.50| 33.00000 2607.00 Type 1B, Clear And Red Delineator | | | Installation | | | 0590 707A027 40.000 EACH| 31.40000 1256.00| 31.50000 1260.00| 33.00000 1320.00 Type 1B, Red And Yellow Delineator | | | Installation | | | 0600 710B001 1275.000 LF | 4.00000 5100.00| 4.72000 6018.00| 4.27000 5444.25 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0610 710B005 47.000 LF | 57.00000 2679.00| 66.64000 3132.08| 60.38000 2837.86 Roadway Sign Post (S3 x 5.7 Steel Beam) | | | 0620 710B006 53.000 LF | 57.10000 3026.30| 66.69000 3534.57| 60.43000 3202.79 Roadway Sign Post (S4 x 7.7 Steel Beam) | | | 0630 710B007 38.000 LF | 58.10000 2207.80| 68.43000 2600.34| 62.00000 2356.00 Roadway Sign Post (W6 x 15 Steel Beam) | | | 0640 710B010 60.000 LF | 58.50000 3510.00| 64.49000 3869.40| 61.58000 3694.80 Roadway Sign Post (W6 x 9 Steel Beam) | | | 0650 711A000 LUMP| 9806.70000 9806.70| 9919.00000 9919.00| 10387.38000 10387.38 Roadway Sign Relocation | | | 0660 740B000 2812.000 SQFT| 9.40000 26432.80| 7.50000 21090.00| 8.33000 23423.96 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000331003 COUNTIES : CONECUH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 01018 |(3) 01053 |MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. |ANDERSON COLUMBIA CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 740C000 120.000 SQFT| 13.20000 1584.00| 9.00000 1080.00| 9.99000 1198.80 Special Construction Signs | | | 0680 740D000 300.000 EACH| 19.60000 5880.00| 46.23000 13869.00| 44.40000 13320.00 Channelizing Drums | | | 0690 740E000 100.000 EACH| 12.40000 1240.00| 12.71000 1271.00| 12.21000 1221.00 Cones (36 Inches High) | | | 0700 740M000 100.000 EACH| 4.60000 460.00| 6.93000 693.00| 6.67000 667.00 Weight For Cone | | | 0710 741C010 4.000 EACH| 2840.70000 11362.80| 6010.08000 24040.32| 5550.00000 22200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0720 742A001 2.000 EACH| 11363.00000 22726.00| 12713.62000 25427.24| 22200.00000 44400.00 Portable Changeable Message Signs, Type | | | 2 | | | 0730 742B000 2.000 EACH| 26998.40000 53996.80| 25427.25000 50854.50| 22200.00000 44400.00 State Retained Portable Changeable | | | Message Signs, Type 2 | | | 0740 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 443,000.00) | | | 0750 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 | $ 9,004,493.51| $ 10,056,287.97| $ 10,282,895.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,004,493.51| $ 10,056,287.97| $ 10,282,895.95 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000331003 COUNTIES : CONECUH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 23011 |(5) 04026 | |HOSEA O. WEAVER & SONS, INC.|D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 306B000 2.000 EACH| 6671.85000 13343.70| 7000.00000 14000.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0020 405A000 74188.000 GAL | 0.66000 48964.08| 1.00000 74188.00| Tack Coat | | | 0030 408A052 673840.000 SY | 0.57000 384088.80| 1.00000 673840.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 7600.000 SQYD| 0.68000 5168.00| 3.00000 22800.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410B001 1.000 EACH| 15899.52000 15899.52| 35000.00000 35000.00| State Retained Profilograph | | | 0060 410H000 1.000 EACH| 118550.00000 118550.00| 150000.00000 150000.00| Material Remixing Device | | | 0070 420A011 24781.000 TON | 54.20000 1343130.20| 56.00000 1387736.00| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0080 424A240 14339.000 TON | 37.03000 530973.17| 40.00000 573560.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0090 424A300 44826.000 TON | 38.69000 1734317.94| 43.00000 1927518.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range F | | | 0100 424A303 100.000 TON | 51.60000 5160.00| 200.00000 20000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0110 424A306 200.000 TON | 55.48000 11096.00| 150.00000 30000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0120 424B321 77899.000 TON | 34.09000 2655576.91| 40.00000 3115960.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range F | | | 0130 424B329 1500.000 TON | 39.55000 59325.00| 56.00000 84000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range F | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000331003 COUNTIES : CONECUH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 23011 |(5) 04026 | |HOSEA O. WEAVER & SONS, INC.|D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B441 690.000 TON | 43.03000 29690.70| 68.00000 46920.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0150 424B621 1000.000 TON | 70.72000 70720.00| 56.00000 56000.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size,| | | ESAL Range F | | | 0160 428C000 450956.000 LF | 0.07000 31566.92| 0.11000 49605.16| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0170 534A000 19.000 EACH| 263.15000 4999.85| 150.00000 2850.00| Cleaning Pipe Underdrain Outlets | | | 0180 600A000 LUMP| 730833.00000 730833.00| 900000.00000 900000.00| Mobilization | | | 0190 605B009 4.000 EACH| 473.67000 1894.68| 250.00000 1000.00| Special Underdrain Outlet, Type B (8 | | | Inch Diameter) | | | 0200 606B002 8800.000 LF | 5.76000 50688.00| 7.00000 61600.00| 8" Underdrain Pipe, With Filter Fabric, | | | Type 9 | | | 0210 650A000 195594.000 CYIP| 6.22000 1216594.68| 9.50000 1858143.00| Topsoil | | | 0220 652A061 200.000 ACRE| 421.04000 84208.00| 375.00000 75000.00| Seeding (Mix 3E) | | | 0230 654A001 2819.000 SQYD| 3.16000 8908.04| 2.30000 6483.70| Solid Sodding (Bermuda) | | | 0240 656A000 200.000 ACRE| 421.04000 84208.00| 375.00000 75000.00| Mulching, Class A, Type 1 | | | 0250 659A000 2819.000 SQYD| 2.11000 5948.09| 1.70000 4792.30| Erosion Control Netting, Class A | | | 0260 665A000 200.000 ACRE| 263.15000 52630.00| 275.00000 55000.00| Temporary Seeding | | | 0270 665B000 200.000 ACRE| 263.15000 52630.00| 375.00000 75000.00| Temporary Mulching | | | 0280 665F000 1500.000 EACH| 6.16000 9240.00| 5.00000 7500.00| Hay Bales | | | 0290 665G000 4590.000 EACH| 2.88000 13219.20| 2.50000 11475.00| Sand Bags | | | 0300 666A001 200.000 ACRE| 31.58000 6316.00| 35.00000 7000.00| Pest Control Treatment | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000331003 COUNTIES : CONECUH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 23011 |(5) 04026 | |HOSEA O. WEAVER & SONS, INC.|D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 680A000 LUMP| 15299.66000 15299.66| 58000.00000 58000.00| Engineering Controls | | | 0320 701A061 1.000 MILE| 12892.24000 12892.24| 6000.00000 6000.00| Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0330 701A065 2.000 MILE| 20285.71000 40571.42| 16125.00000 32250.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0340 701A073 2.000 MILE| 20896.22000 41792.44| 17500.00000 35000.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0350 701C000 138.000 MILE| 257.89000 35588.82| 300.00000 41400.00| Broken Temporary Traffic Stripe | | | 0360 701C001 288.000 MILE| 363.15000 104587.20| 340.00000 97920.00| Solid Temporary Traffic Stripe | | | 0370 701D007 1.000 MILE| 1394.70000 1394.70| 1200.00000 1200.00| Solid Traffic Stripe Removed (Paint) | | | 0380 701D008 2.000 MILE| 1447.33000 2894.66| 1300.00000 2600.00| Solid Traffic Stripe Removed (Plastic) | | | 0390 701D014 1.000 MILE| 921.03000 921.03| 1000.00000 1000.00| Broken Traffic Stripe Removed (Paint) | | | 0400 701D015 2.000 MILE| 973.66000 1947.32| 1000.00000 2000.00| Broken Traffic Stripe Removed (Plastic) | | | 0410 702A008 50.000 MILE| 4168.30000 208415.00| 3700.00000 185000.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0420 702A009 50.000 MILE| 4168.30000 208415.00| 3700.00000 185000.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0430 702A010 48.000 MILE| 2084.15000 100039.20| 1850.00000 88800.00| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0440 702B001 9461.000 LF | 1.11000 10501.71| 1.50000 14191.50| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0450 703A002 11542.000 SQFT| 1.47000 16966.74| 2.50000 28855.00| Traffic Control Markings, Class 2, Type | | | A | | | 0460 703B002 23.000 SQFT| 2.21000 50.83| 3.00000 69.00| Traffic Control Legends, Class 2, Type A| | | 0470 703D001 7550.000 SQFT| 4.11000 31030.50| 2.50000 18875.00| Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000331003 COUNTIES : CONECUH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 23011 |(5) 04026 | |HOSEA O. WEAVER & SONS, INC.|D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 703E001 23.000 SQFT| 4.47000 102.81| 3.00000 69.00| Temporary Traffic Control Legends | | | 0490 705A011 11864.000 EACH| 3.47000 41168.08| 4.00000 47456.00| Pavement Markers, Class C, Type 1-A | | | 0500 705A022 1888.000 EACH| 3.47000 6551.36| 4.00000 7552.00| Pavement Markers, Class C, Type 2-C | | | 0510 705A023 200.000 EACH| 3.47000 694.00| 4.00000 800.00| Pavement Markers, Class C, Type 2-D | | | 0520 705A030 978.000 EACH| 3.84000 3755.52| 5.20000 5085.60| Pavement Markers, Class A-H, Type 2-C | | | 0530 705A031 6632.000 EACH| 3.84000 25466.88| 5.00000 33160.00| Pavement Markers, Class A-H, Type 1-A | | | 0540 705A032 2691.000 EACH| 3.84000 10333.44| 5.00000 13455.00| Pavement Markers, Class A-H, Type 1-B | | | 0550 705A037 82.000 EACH| 3.84000 314.88| 5.20000 426.40| Pavement Markers, Class A-H, Type 2-D | | | 0560 707A006 136.000 EACH| 31.58000 4294.88| 30.00000 4080.00| Type 1, Clear Delineator Installation | | | 0570 707A007 123.000 EACH| 36.84000 4531.32| 30.00000 3690.00| Type 2, Clear Delineator Installation | | | 0580 707A026 79.000 EACH| 36.84000 2910.36| 30.00000 2370.00| Type 1B, Clear And Red Delineator | | | Installation | | | 0590 707A027 40.000 EACH| 36.84000 1473.60| 30.00000 1200.00| Type 1B, Red And Yellow Delineator | | | Installation | | | 0600 710B001 1275.000 LF | 6.32000 8058.00| 15.00000 19125.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0610 710B005 47.000 LF | 57.89000 2720.83| 45.00000 2115.00| Roadway Sign Post (S3 x 5.7 Steel Beam) | | | 0620 710B006 53.000 LF | 57.89000 3068.17| 50.00000 2650.00| Roadway Sign Post (S4 x 7.7 Steel Beam) | | | 0630 710B007 38.000 LF | 73.68000 2799.84| 55.00000 2090.00| Roadway Sign Post (W6 x 15 Steel Beam) | | | 0640 710B010 60.000 LF | 73.68000 4420.80| 60.00000 3600.00| Roadway Sign Post (W6 x 9 Steel Beam) | | | 0650 711A000 LUMP| 7673.45000 7673.45| 15000.00000 15000.00| Roadway Sign Relocation | | | 0660 740B000 2812.000 SQFT| 13.21000 37146.52| 8.50000 23902.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000331003 COUNTIES : CONECUH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 23011 |(5) 04026 | |HOSEA O. WEAVER & SONS, INC.|D & J CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 740C000 120.000 SQFT| 12.15000 1458.00| 10.00000 1200.00| Special Construction Signs | | | 0680 740D000 300.000 EACH| 57.18000 17154.00| 45.00000 13500.00| Channelizing Drums | | | 0690 740E000 100.000 EACH| 12.44000 1244.00| 11.00000 1100.00| Cones (36 Inches High) | | | 0700 740M000 100.000 EACH| 7.54000 754.00| 7.00000 700.00| Weight For Cone | | | 0710 741C010 4.000 EACH| 5592.00000 22368.00| 5350.00000 21400.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0720 742A001 2.000 EACH| 16964.51000 33929.02| 25900.00000 51800.00| Portable Changeable Message Signs, Type | | | 2 | | | 0730 742B000 2.000 EACH| 34513.35000 69026.70| 25900.00000 51800.00| State Retained Portable Changeable | | | Message Signs, Type 2 | | | 0740 998A000 LUMP| 0.00000 0.00| 275000.00000 275000.00| Construction Fuel (Maximum Bid Limited | | | To $ 443,000.00) | | | 0750 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,527,815.41| $ 12,805,657.66| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,527,815.41| $ 12,805,657.66| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20000331004 COUNTIES : PERRY LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0142(15) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#8 (U.S.#80) from the Marengo county line (MP 53.820) to the east city limits of Uniontown (MP 54.999). Length 1.179 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 368,096.65 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 375,362.01 101.9737% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000331004 COUNTIES : PERRY LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01023 |(2) 02033 | |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 225.00000 225.00| 300.00000 300.00| Mailbox Reset, Single | | | 0020 405A000 1788.000 GAL | 1.25000 2235.00| 1.25000 2235.00| Tack Coat | | | 0030 408A053 18685.000 SQYD| 1.90000 35501.50| 2.75000 51383.75| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A280 1588.000 TON | 42.60000 67648.80| 48.27000 76652.76| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0050 424A283 50.000 TON | 85.00000 4250.00| 65.00000 3250.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424A286 50.000 TON | 48.50000 2425.00| 48.27000 2413.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424A289 50.000 TON | 54.50000 2725.00| 54.00000 2700.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424B281 2888.000 TON | 39.95000 115375.60| 42.00000 121296.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0090 424B285 800.000 TON | 60.00000 48000.00| 65.00000 52000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B289 50.000 TON | 51.50000 2575.00| 54.00000 2700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 424B292 50.000 TON | 51.50000 2575.00| 54.00000 2700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000331004 COUNTIES : PERRY LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01023 |(2) 02033 | |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 56800.00000 56800.00| 33000.00000 33000.00| Mobilization | | | 0130 701A006 1.000 MILE| 480.00000 480.00| 480.00000 480.00| Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701A014 3.000 MILE| 480.00000 1440.00| 480.00000 1440.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0150 701A041 2.000 MILE| 270.00000 540.00| 270.00000 540.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B002 90.000 LF | 0.30000 27.00| 0.30000 27.00| Dotted Class 1, Type A Traffic Stripe | | | (6" Wide) | | | 0170 701C000 3.000 MILE| 500.00000 1500.00| 500.00000 1500.00| Broken Temporary Traffic Stripe | | | 0180 701C001 5.000 MILE| 500.00000 2500.00| 500.00000 2500.00| Solid Temporary Traffic Stripe | | | 0190 703A002 800.000 SQFT| 3.00000 2400.00| 3.00000 2400.00| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703D001 800.000 SQFT| 1.30000 1040.00| 1.30000 1040.00| Temporary Traffic Control Markings | | | 0210 740B000 417.000 SQFT| 13.75000 5733.75| 12.00000 5004.00| Construction Signs | | | 0220 740E000 50.000 EACH| 17.50000 875.00| 11.00000 550.00| Cones (36 Inches High) | | | 0230 740M000 50.000 EACH| 9.00000 450.00| 5.00000 250.00| Weight For Cone | | | 0240 741C010 1.000 EACH| 2275.00000 2275.00| 2500.00000 2500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0250 998A000 LUMP| 8500.00000 8500.00| 6500.00000 6500.00| Construction Fuel (Maximum Bid Limited | | | To $ 14500.00) | | | SECTION TOTALS | $ 368,096.65| $ 375,362.01| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 368,096.65| $ 375,362.01| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20000331007 COUNTIES : ETOWAH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0208(057) for constructing the Resurfacing, Traffic Stripe, and Loop Detectors on S.R. #74 (U.S. #278) from S.R. #1 (U.S. #431) to the end of the four-lane section in Gadsden. Length - 1.200 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 261,146.88 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 276,378.72 105.8326% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000331007 COUNTIES : ETOWAH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 07002 |(2) 13022 | |GOOD HOPE CONTRACTING CO., I|MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305A040 157.000 CYCP| 10.00000 1570.00| 20.00000 3140.00| Soil Aggregate, Section 823, Chert Or | | | Red Dog, For Miscellaneous Use | | | 0020 401B100 46116.000 SYCP| 0.59000 27208.44| 0.47000 21674.52| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 1385.000 GAL | 1.00000 1385.00| 0.00000 0.00| Tack Coat | | | 0040 429A241 2992.000 TON | 35.00000 104720.00| 37.00000 110704.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0050 429A246 500.000 TON | 35.00000 17500.00| 28.50000 14250.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0060 429A250 469.000 TON | 35.00000 16415.00| 38.50000 18056.50| Improved Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0070 429B245 500.000 TON | 40.00000 20000.00| 42.50000 21250.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0080 600A000 LUMP| 17049.74000 17049.74| 29150.00000 29150.00| Mobilization | | | 0090 665F000 50.000 EACH| 1.00000 50.00| 1.00000 50.00| Hay Bales | | | 0100 665J000 150.000 LF | 1.00000 150.00| 0.50000 75.00| Silt Fence, Type A | | | 0110 701C000 6.000 MILE| 500.00000 3000.00| 500.00000 3000.00| Broken Temporary Traffic Stripe | | | 0120 701C001 1.000 MILE| 500.00000 500.00| 500.00000 500.00| Solid Temporary Traffic Stripe | | | 0130 702A008 3.000 MILE| 4000.00000 12000.00| 4000.00000 12000.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0140 702A009 2.000 MILE| 4000.00000 8000.00| 4000.00000 8000.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000331007 COUNTIES : ETOWAH LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 07002 |(2) 13022 | |GOOD HOPE CONTRACTING CO., I|MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A010 3.000 MILE| 2000.00000 6000.00| 2000.00000 6000.00| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0160 702B001 3749.000 LF | 1.50000 5623.50| 1.50000 5623.50| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0170 703A002 2008.000 SQFT| 2.50000 5020.00| 2.50000 5020.00| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 636.000 SQFT| 3.00000 1908.00| 3.00000 1908.00| Traffic Control Legends, Class 2, Type A| | | 0190 703D001 1000.000 SQFT| 1.30000 1300.00| 1.30000 1300.00| Temporary Traffic Control Markings | | | 0200 705A030 26.000 EACH| 5.20000 135.20| 5.20000 135.20| Pavement Markers, Class A-H, Type 2-C | | | 0210 705A031 187.000 EACH| 5.00000 935.00| 5.00000 935.00| Pavement Markers, Class A-H, Type 1-A | | | 0220 730H000 548.000 LF | 4.50000 2466.00| 4.50000 2466.00| Loop Detector | | | 0230 730I000 50.000 LF | 1.00000 50.00| 1.00000 50.00| Shielded Loop Detector Home-Run Cable | | | 0240 740B000 349.000 SQFT| 9.00000 3141.00| 13.00000 4537.00| Construction Signs | | | 0250 740E000 140.000 EACH| 11.00000 1540.00| 6.50000 910.00| Cones (36 Inches High) | | | 0260 740M000 140.000 EACH| 7.00000 980.00| 4.60000 644.00| Weight For Cone | | | 0270 741C010 1.000 EACH| 1500.00000 1500.00| 5000.00000 5000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0280 998A000 LUMP| 1000.00000 1000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 12,500.00) | | | SECTION TOTALS | $ 261,146.88| $ 276,378.72| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 261,146.88| $ 276,378.72| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20000331009 COUNTIES : DALLAS LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-232 (7) for constructing the Intersection Improvements (White Topping) on S.R.#41 at C.R.#56 southeast of Selma. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01001 ABRAMSON, LLC $ 175,056.00 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 215,253.50 122.9626% 3 02023 BRIDGE BUILDERS, INC. $ 225,536.50 128.8367% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20000331009 COUNTIES : DALLAS LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01001 |(2) 07003 |(3) 02023 |ABRAMSON, LLC |R.E. GRILLS CONSTRUCTION CO.|BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 408A054 2735.000 SQYD| 3.92000 10721.20| 5.00000 13675.00| 5.40000 14769.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0020 429C265 100.000 TON | 20.00000 2000.00| 55.00000 5500.00| 50.00000 5000.00 Improved Bituminous Concrete Base Layer,| | | Patching, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0030 450E000 1.000 EACH| 21000.00000 21000.00| 15750.00000 15750.00| 18000.00000 18000.00 Profilograph, Truss | | | 0040 452B000 2735.000 SQYD| 29.50000 80682.50| 33.00000 90255.00| 38.50000 105297.50 Concrete Overlay | | | 0050 454A004 4150.000 LF | 2.12000 8798.00| 3.00000 12450.00| 3.00000 12450.00 Cleaning And Sealing Concrete Pavement, | | | Type I, Joints (Longitudinal Edge | | | Joints) | | | 0060 600A000 LUMP| 12700.00000 12700.00| 34000.00000 34000.00| 25000.00000 25000.00 Mobilization | | | 0070 701A061 1.000 MILE| 13475.00000 13475.00| 6300.00000 6300.00| 6500.00000 6500.00 Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0080 701A065 1.000 MILE| 16125.00000 16125.00| 15750.00000 15750.00| 16500.00000 16500.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0090 703A005 250.000 SQFT| 12.00000 3000.00| 7.50000 1875.00| 12.00000 3000.00 Traffic Control Markings, Class 3, Type | | | A | | | 0100 705A030 4.000 EACH| 10.00000 40.00| 5.25000 21.00| 10.00000 40.00 Pavement Markers, Class A-H, Type 2-C | | | 0110 705A031 30.000 EACH| 10.00000 300.00| 5.25000 157.50| 10.00000 300.00 Pavement Markers, Class A-H, Type 1-A | | | 0120 740B000 482.000 SQFT| 6.15000 2964.30| 10.00000 4820.00| 15.00000 7230.00 Construction Signs | | | 0130 740D000 150.000 EACH| 15.00000 2250.00| 50.00000 7500.00| 50.00000 7500.00 Channelizing Drums | | | 0140 740F002 10.000 EACH| 50.00000 500.00| 220.00000 2200.00| 225.00000 2250.00 Barricades, Type III | | | 0150 741C010 2.000 EACH| 200.00000 400.00| 1000.00000 2000.00| 800.00000 1600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20000331009 COUNTIES : DALLAS LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01001 |(2) 07003 |(3) 02023 |ABRAMSON, LLC |R.E. GRILLS CONSTRUCTION CO.|BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 998A000 LUMP| 100.00000 100.00| 3000.00000 3000.00| 100.00000 100.00 Construction Fuel (Maximum Bid Limited | | | To $ 3,000.00) | | | SECTION TOTALS | $ 175,056.00| $ 215,253.50| $ 225,536.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 175,056.00| $ 215,253.50| $ 225,536.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20000331010 COUNTIES : JACKSON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-235(50) for constructing the Planing, Resurfacing, Traffic Stripe, and Traffic Counting Unit on S.R. #2 (U.S. #72) from the Jackson/Madison County Line to S.R. #35 in Woodville. Length - 6.780 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 1,809,580.04 100.0000% 2 19010 SHELBY CONTRACTING COMPANY, INC. $ 1,902,631.19 105.1421% 3 23009 WHITAKER CONTRACTING CORPORATION $ 1,938,239.75 107.1099% 4 01018 APAC-ALABAMA, INC. $ 2,093,549.25 115.6925% 5 02035 BURGREEN CONTRACTING COMPANY, INC. $ 2,095,557.60 115.8035% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000331010 COUNTIES : JACKSON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 19010 |(3) 23009 |JACKSON PAVING & CONSTRUCTIO|SHELBY CONTRACTING COMPANY, |WHITAKER CONTRACTING CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 2217.000 CYIP| 7.40000 16405.80| 4.50000 9976.50| 6.32000 14011.44 Borrow Excavation | | | 0020 212A000 718.000 STA | 7.00000 5026.00| 7.50000 5385.00| 12.00000 8616.00 Machine Grading Shoulders | | | 0030 305B061 200.000 TCIP| 8.20000 1640.00| 14.00000 2800.00| 15.05000 3010.00 Coarse Aggregate, Section 801, AHD# 1, | | | For Miscellaneous Use | | | 0040 401B108 49242.000 SYCP| 0.69800 34370.92| 0.69800 34370.92| 0.65000 32007.30 Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 14166.000 GAL | 0.92000 13032.72| 0.01000 141.66| 0.80000 11332.80 Tack Coat | | | 0060 408A052 160935.000 SY | 0.34000 54717.90| 0.29000 46671.15| 0.32000 51499.20 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 408A053 10000.000 SQYD| 0.56000 5600.00| 0.50000 5000.00| 0.32000 3200.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0080 424A280 12680.000 TON | 30.40000 385472.00| 36.28000 460030.40| 36.39000 461425.20 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0090 424A289 911.000 TON | 36.90000 33615.90| 29.00000 26419.00| 38.39000 34973.29 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B281 25359.000 TON | 25.55000 647922.45| 28.08000 712080.72| 27.86000 706501.74 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0110 424B289 4575.000 TON | 23.25000 106368.75| 25.28000 115656.00| 23.27000 106460.25 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424B292 1821.000 TON | 30.00000 54630.00| 25.28000 46034.88| 24.27000 44195.67 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0130 424B581 3984.000 TON | 22.95000 91432.80| 25.28000 100715.52| 23.27000 92707.68 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000331010 COUNTIES : JACKSON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 19010 |(3) 23009 |JACKSON PAVING & CONSTRUCTIO|SHELBY CONTRACTING COMPANY, |WHITAKER CONTRACTING CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B585 100.000 TON | 35.00000 3500.00| 28.00000 2800.00| 29.53000 2953.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0150 424B589 1620.000 TON | 27.00000 43740.00| 25.28000 40953.60| 23.91000 38734.20 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0160 424C281 2655.000 TON | 27.25000 72348.75| 25.02000 66428.10| 23.91000 63481.05 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0170 430B004 2387.000 TNCP| 10.25000 24466.75| 10.60000 25302.20| 10.89000 25994.43 Aggregate Surfacing (AHD #810) | | | 0180 600A000 LUMP| 4346.00000 4346.00| 16624.44000 16624.44| 20000.00000 20000.00 Mobilization | | | 0190 606A000 500.000 LF | 7.50000 3750.00| 5.00000 2500.00| 6.03000 3015.00 6" Underdrain Pipe | | | 0200 701C000 49.000 MILE| 340.00000 16660.00| 135.00000 6615.00| 340.00000 16660.00 Broken Temporary Traffic Stripe | | | 0210 701C001 68.000 MILE| 380.00000 25840.00| 200.00000 13600.00| 380.00000 25840.00 Solid Temporary Traffic Stripe | | | 0220 701G121 122.000 LF | 5.00000 610.00| 3.00000 366.00| 5.00000 610.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G125 122.000 LF | 5.00000 610.00| 4.00000 488.00| 5.00000 610.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G133 122.000 LF | 5.00000 610.00| 4.00000 488.00| 5.00000 610.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701H001 244.000 LF | 0.50000 122.00| 0.50000 122.00| 0.50000 122.00 Solid Traffic Stripe Removed (Plastic) | | | 0260 701H006 122.000 LF | 0.35000 42.70| 0.40000 48.80| 0.35000 42.70 Broken Traffic Stripe Removed (Plastic) | | | 0270 702A008 14.000 MILE| 3700.00000 51800.00| 3700.00000 51800.00| 3700.00000 51800.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0280 702A009 14.000 MILE| 3700.00000 51800.00| 3700.00000 51800.00| 3700.00000 51800.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000331010 COUNTIES : JACKSON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 19010 |(3) 23009 |JACKSON PAVING & CONSTRUCTIO|SHELBY CONTRACTING COMPANY, |WHITAKER CONTRACTING CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 702A010 14.000 MILE| 1800.00000 25200.00| 1850.00000 25900.00| 1800.00000 25200.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0300 702B001 11294.000 LF | 1.30000 14682.20| 1.25000 14117.50| 1.30000 14682.20 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0310 703A002 544.000 SQFT| 2.00000 1088.00| 2.00000 1088.00| 2.00000 1088.00 Traffic Control Markings, Class 2, Type | | | A | | | 0320 703B002 292.000 SQFT| 2.95000 861.40| 2.90000 846.80| 2.95000 861.40 Traffic Control Legends, Class 2, Type A| | | 0330 705A030 100.000 EACH| 4.90000 490.00| 4.50000 450.00| 4.90000 490.00 Pavement Markers, Class A-H, Type 2-C | | | 0340 705A031 800.000 EACH| 4.90000 3920.00| 4.50000 3600.00| 4.90000 3920.00 Pavement Markers, Class A-H, Type 1-A | | | 0350 731A010 1.000 EACH| 5820.00000 5820.00| 4066.00000 4066.00| 5820.00000 5820.00 Traffic Counting Units, Type K | | | 0360 740B000 886.000 SQFT| 4.50000 3987.00| 4.00000 3544.00| 8.20000 7265.20 Construction Signs | | | 0370 740D000 100.000 EACH| 15.00000 1500.00| 10.00000 1000.00| 20.00000 2000.00 Channelizing Drums | | | 0380 740E000 200.000 EACH| 3.00000 600.00| 10.00000 2000.00| 12.00000 2400.00 Cones (36 Inches High) | | | 0390 740M000 200.000 EACH| 1.00000 200.00| 0.00000 0.00| 1.00000 200.00 Weight For Cone | | | 0400 741C010 1.000 EACH| 750.00000 750.00| 800.00000 800.00| 2100.00000 2100.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0410 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 123,000.00) | | | SECTION TOTALS | $ 1,809,580.04| $ 1,902,631.19| $ 1,938,239.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,809,580.04| $ 1,902,631.19| $ 1,938,239.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000331010 COUNTIES : JACKSON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 |(5) 02035 | |APAC-ALABAMA, INC. |BURGREEN CONTRACTING CO., IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 2217.000 CYIP| 4.89000 10841.13| 6.00000 13302.00| Borrow Excavation | | | 0020 212A000 718.000 STA | 0.50000 359.00| 4.00000 2872.00| Machine Grading Shoulders | | | 0030 305B061 200.000 TCIP| 10.39000 2078.00| 15.00000 3000.00| Coarse Aggregate, Section 801, AHD# 1, | | | For Miscellaneous Use | | | 0040 401B108 49242.000 SYCP| 0.71000 34961.82| 0.70000 34469.40| Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 14166.000 GAL | 1.32000 18699.12| 1.00000 14166.00| Tack Coat | | | 0060 408A052 160935.000 SY | 0.44000 70811.40| 0.30000 48280.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 408A053 10000.000 SQYD| 2.08000 20800.00| 2.00000 20000.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0080 424A280 12680.000 TON | 36.62000 464341.60| 40.00000 507200.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0090 424A289 911.000 TON | 46.92000 42744.12| 37.00000 33707.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B281 25359.000 TON | 28.57000 724506.63| 26.75000 678353.25| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0110 424B289 4575.000 TON | 30.08000 137616.00| 26.75000 122381.25| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424B292 1821.000 TON | 33.79000 61531.59| 26.00000 47346.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0130 424B581 3984.000 TON | 25.23000 100516.32| 23.00000 91632.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000331010 COUNTIES : JACKSON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 |(5) 02035 | |APAC-ALABAMA, INC. |BURGREEN CONTRACTING CO., IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B585 100.000 TON | 45.33000 4533.00| 50.00000 5000.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0150 424B589 1620.000 TON | 37.22000 60296.40| 26.00000 42120.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0160 424C281 2655.000 TON | 31.59000 83871.45| 27.00000 71685.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0170 430B004 2387.000 TNCP| 0.50000 1193.50| 10.00000 23870.00| Aggregate Surfacing (AHD #810) | | | 0180 600A000 LUMP| 36452.38000 36452.38| 82000.00000 82000.00| Mobilization | | | 0190 606A000 500.000 LF | 10.18000 5090.00| 9.00000 4500.00| 6" Underdrain Pipe | | | 0200 701C000 49.000 MILE| 343.43000 16828.07| 3.50000 171.50| Broken Temporary Traffic Stripe | | | 0210 701C001 68.000 MILE| 383.84000 26101.12| 3.90000 265.20| Solid Temporary Traffic Stripe | | | 0220 701G121 122.000 LF | 5.05000 616.10| 6.00000 732.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G125 122.000 LF | 5.05000 616.10| 6.00000 732.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G133 122.000 LF | 5.05000 616.10| 6.00000 732.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701H001 244.000 LF | 0.51000 124.44| 0.60000 146.40| Solid Traffic Stripe Removed (Plastic) | | | 0260 701H006 122.000 LF | 0.35000 42.70| 0.40000 48.80| Broken Traffic Stripe Removed (Plastic) | | | 0270 702A008 14.000 MILE| 3737.37000 52323.18| 3750.00000 52500.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0280 702A009 14.000 MILE| 3737.37000 52323.18| 3750.00000 52500.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20000331010 COUNTIES : JACKSON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 |(5) 02035 | |APAC-ALABAMA, INC. |BURGREEN CONTRACTING CO., IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 702A010 14.000 MILE| 1818.18000 25454.52| 1875.00000 26250.00| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0300 702B001 11294.000 LF | 1.31000 14795.14| 1.35000 15246.90| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0310 703A002 544.000 SQFT| 2.02000 1098.88| 2.10000 1142.40| Traffic Control Markings, Class 2, Type | | | A | | | 0320 703B002 292.000 SQFT| 2.98000 870.16| 3.00000 876.00| Traffic Control Legends, Class 2, Type A| | | 0330 705A030 100.000 EACH| 4.95000 495.00| 5.00000 500.00| Pavement Markers, Class A-H, Type 2-C | | | 0340 705A031 800.000 EACH| 4.95000 3960.00| 5.00000 4000.00| Pavement Markers, Class A-H, Type 1-A | | | 0350 731A010 1.000 EACH| 5878.79000 5878.79| 5000.00000 5000.00| Traffic Counting Units, Type K | | | 0360 740B000 886.000 SQFT| 10.32000 9143.52| 5.00000 4430.00| Construction Signs | | | 0370 740D000 100.000 EACH| 0.01000 1.00| 40.00000 4000.00| Channelizing Drums | | | 0380 740E000 200.000 EACH| 0.02000 4.00| 10.00000 2000.00| Cones (36 Inches High) | | | 0390 740M000 200.000 EACH| 0.01000 2.00| 2.00000 400.00| Weight For Cone | | | 0400 741C010 1.000 EACH| 1011.78000 1011.78| 1000.00000 1000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0410 998A000 LUMP| 0.01000 0.01| 77000.00000 77000.00| Construction Fuel (Maximum Bid Limited | | | To $ 123,000.00) | | | SECTION TOTALS | $ 2,093,549.25| $ 2,095,557.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,093,549.25| $ 2,095,557.60| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20000331011 COUNTIES : PERRY LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-261(16) for constructing the Resurfacing and Traffic Stripe on S.R.#5 from south of S.R.#175 (MP 69.749) to the Bibb County line (MP 76.738). Length 6.989 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 694,946.24 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 702,984.25 101.1566% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000331011 COUNTIES : PERRY LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01023 |(2) 02033 | |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E024 12.000 EACH| 85.00000 1020.00| 85.00000 1020.00| Removing Guardrail End Anchor (Type 10A)| | | 0020 209A000 1.000 EACH| 225.00000 225.00| 200.00000 200.00| Mailbox Reset, Single | | | 0030 210D001 3026.000 CYIP| 7.00000 21182.00| 9.00000 27234.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 212A000 728.000 STA | 25.00000 18200.00| 3.00000 2184.00| Machine Grading Shoulders | | | 0050 305B060 150.000 TCIP| 32.00000 4800.00| 32.00000 4800.00| Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1" Down, For Miscellaneous | | | Use | | | 0060 401B108 102838.000 SYCP| 0.88000 90497.44| 0.87000 89469.06| Bituminous Treatment G (With Polymer | | | Additive) | | | 0070 405A000 3086.000 GAL | 1.00000 3086.00| 1.00000 3086.00| Tack Coat | | | 0080 424A261 7398.000 TON | 31.80000 235256.40| 38.40000 284083.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0090 424A264 200.000 TON | 60.00000 12000.00| 55.00000 11000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0100 424A267 100.000 TON | 37.50000 3750.00| 38.40000 3840.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0110 424A270 315.000 TON | 37.50000 11812.50| 52.00000 16380.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0120 424B463 700.000 TON | 45.50000 31850.00| 60.00000 42000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0130 424B467 2713.000 TON | 37.85000 102687.05| 39.78000 107923.14| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000331011 COUNTIES : PERRY LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01023 |(2) 02033 | |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 600A000 LUMP| 50800.00000 50800.00| 11600.00000 11600.00| Mobilization | | | 0150 630C070 12.000 EACH| 1250.00000 15000.00| 1250.00000 15000.00| Guardrail End Anchor, Type 10 Series | | | 0160 651C000 8.000 TON | 350.00000 2800.00| 350.00000 2800.00| 8-8-8 Commercial Fertilizer | | | 0170 652A054 5.000 ACRE| 425.00000 2125.00| 425.00000 2125.00| Seeding (Mix 2A) | | | 0180 652A056 5.000 ACRE| 425.00000 2125.00| 425.00000 2125.00| Seeding (Mix 2E) | | | 0190 656A000 10.000 ACRE| 425.00000 4250.00| 425.00000 4250.00| Mulching, Class A, Type 1 | | | 0200 665F000 15.000 EACH| 15.00000 225.00| 1.00000 15.00| Hay Bales | | | 0210 665J000 100.000 LF | 6.25000 625.00| 1.00000 100.00| Silt Fence, Type A | | | 0220 701A028 14.000 MILE| 1363.00000 19082.00| 1363.00000 19082.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6"Wide) | | | 0230 701A046 3.000 MILE| 915.00000 2745.00| 915.00000 2745.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701A048 7.000 MILE| 1550.00000 10850.00| 1550.00000 10850.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701B009 764.000 LF | 0.75000 573.00| 0.75000 573.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0260 701C000 14.000 MILE| 320.00000 4480.00| 320.00000 4480.00| Broken Temporary Traffic Stripe | | | 0270 701C001 23.000 MILE| 360.00000 8280.00| 360.00000 8280.00| Solid Temporary Traffic Stripe | | | 0280 701G125 1035.000 LF | 5.20000 5382.00| 5.20000 5382.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 701G129 518.000 LF | 1.50000 777.00| 1.50000 777.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0300 701G133 402.000 LF | 6.00000 2412.00| 6.00000 2412.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20000331011 COUNTIES : PERRY LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01023 |(2) 02033 | |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701H001 1437.000 LF | 0.75000 1077.75| 0.75000 1077.75| Solid Traffic Stripe Removed (Plastic) | | | 0320 701H006 518.000 LF | 0.75000 388.50| 0.75000 388.50| Broken Traffic Stripe Removed (Plastic) | | | 0330 703A002 957.000 SQFT| 1.80000 1722.60| 1.80000 1722.60| Traffic Control Markings, Class 2, Type | | | A | | | 0340 703B002 39.000 SQFT| 3.00000 117.00| 3.00000 117.00| Traffic Control Legends, Class 2, Type A| | | 0350 703D001 330.000 SQFT| 1.30000 429.00| 1.30000 429.00| Temporary Traffic Control Markings | | | 0360 705A032 130.000 EACH| 5.00000 650.00| 5.00000 650.00| Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 480.000 EACH| 5.25000 2520.00| 5.25000 2520.00| Pavement Markers, Class A-H, Type 2-D | | | 0380 740B000 824.000 SQFT| 12.25000 10094.00| 11.00000 9064.00| Construction Signs | | | 0390 740O000 1.000 EACH| 1850.00000 1850.00| 1200.00000 1200.00| Pilot Car | | | 0400 998A000 LUMP| 7200.00000 7200.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 27000.00) | | | SECTION TOTALS | $ 694,946.24| $ 702,984.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 694,946.24| $ 702,984.25| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20000331012 COUNTIES : DALE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 190 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-368(12) for constructing the Grade, Drain, Planing, Pavement, Traffic Stripe, and Guardrail on S.R.#53 (U.S.#231) from south of S.R.#27 in Ozark to north of C.R.#2. Length 10.284 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 4,647,457.51 100.0000% 2 01018 APAC-ALABAMA, INC. $ 4,914,879.08 105.7541% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000331012 COUNTIES : DALE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 | |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C002 189.000 M2 | 5.00000 945.00| 5.00000 945.00| Removing Concrete Slope Paving | | | 0020 206C010 131.000 M2 | 5.00000 655.00| 5.00000 655.00| Removing Concrete Driveway | | | 0030 206D000 242.000 M | 10.00000 2420.00| 10.00000 2420.00| Removing Pipe | | | 0040 206D001 574.000 M | 32.80000 18827.20| 10.00000 5740.00| Removing Guardrail | | | 0050 206D002 312.000 M | 9.00000 2808.00| 9.00000 2808.00| Removing Curb | | | 0060 206E000 27.000 EACH| 200.00000 5400.00| 200.00000 5400.00| Removing Headwalls | | | 0070 206E001 3.000 EACH| 250.00000 750.00| 250.00000 750.00| Removing Inlets | | | 0080 206E002 1.000 EACH| 250.00000 250.00| 250.00000 250.00| Removing Junction Boxes | | | 0090 209A000 4.000 EACH| 100.00000 400.00| 25.00000 100.00| Mailbox Reset, Single | | | 0100 209A001 1.000 EACH| 125.00000 125.00| 50.00000 50.00| Mailbox Reset, Double | | | 0110 210A000 40737.000 M3 | 5.50000 224053.50| 5.50000 224053.50| Unclassified Excavation | | | 0120 210D020 1000.000 M3 | 5.50000 5500.00| 10.00000 10000.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0130 214A000 663.000 M3 | 7.50000 4972.50| 7.50000 4972.50| Structure Excavation | | | 0140 214B000 223.000 M3 | 10.00000 2230.00| 7.50000 1672.50| Foundation Backfill, Local | | | 0150 230A000 32.000 MRBS| 575.00000 18400.00| 575.00000 18400.00| Roadbed Processing | | | 0160 301A025 37308.000 M2 | 8.25000 307791.00| 8.25000 307791.00| Crushed Aggregate Base Course, Type B, | | | Road Mixed, 150 mm Compacted Thickness | | | 0170 306E000 1.000 EACH| 5500.00000 5500.00| 6937.84000 6937.84| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal Of Existing Device) | | | 0180 401A000 23969.000 M2 | 0.30000 7190.70| 0.57000 13662.33| Bituminous Treatment A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000331012 COUNTIES : DALE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 | |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 405A000 37039.000 L | 0.37000 13704.43| 0.81000 30001.59| Tack Coat | | | 0200 408A053 140083.000 M2 | 0.55000 77045.65| 1.09000 152690.47| Planing Existing Pavement | | | (Approximately 51 mm Thru 75 mm Thick) | | | 0210 410C000 1.000 EACH| 1500.00000 1500.00| 6061.83000 6061.83| Contractor Retained Profilograph | | | 0220 424A281 18662.000 MTON| 42.10000 785670.20| 49.44000 922649.28| Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424A287 1257.000 MTON| 49.95000 62787.15| 48.12000 60486.84| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range E| | | 0240 424B282 29403.000 MTON| 39.80000 1170239.40| 44.32000 1303140.96| Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0250 424B289 332.000 MTON| 64.00000 21248.00| 75.00000 24900.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 424B293 8427.000 MTON| 44.50000 375001.50| 39.66000 334214.82| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424B581 6269.000 MTON| 39.95000 250446.55| 40.00000 250760.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0280 428B000 39016.000 M | 0.08000 3121.28| 0.08000 3121.28| Scoring Bituminous Pavement By Rolling | | | 0290 530A000 41.000 M | 65.00000 2665.00| 65.00000 2665.00| 375 mm Roadway Pipe (Class 3 R.C.) | | | 0300 530A001 21.000 M | 76.00000 1596.00| 76.00000 1596.00| 450 mm Roadway Pipe (Class 3 R.C.) | | | 0310 530A002 24.000 M | 120.00000 2880.00| 120.00000 2880.00| 600 mm Roadway Pipe (Class 3 R.C.) | | | 0320 530A006 32.000 M | 375.00000 12000.00| 375.00000 12000.00| 1200 mm Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000331012 COUNTIES : DALE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 | |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 530A100 19.000 M | 70.00000 1330.00| 70.00000 1330.00| 375 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0340 530A101 8.000 M | 80.00000 640.00| 80.00000 640.00| 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0350 530A102 12.000 M | 130.00000 1560.00| 130.00000 1560.00| 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0360 530A103 6.000 M | 175.00000 1050.00| 175.00000 1050.00| 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0370 530A104 22.000 M | 225.00000 4950.00| 225.00000 4950.00| 900 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 530A105 6.000 M | 280.00000 1680.00| 280.00000 1680.00| 1050 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0390 530A106 9.000 M | 400.00000 3600.00| 400.00000 3600.00| 1200 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0400 530A108 21.000 M | 565.00000 11865.00| 565.00000 11865.00| 1500 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0410 530A600 126.000 M | 40.00000 5040.00| 40.00000 5040.00| 375 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.S.) (Temporary) | | | 0420 533A098 190.000 M | 90.00000 17100.00| 90.00000 17100.00| 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0430 533A099 42.000 M | 140.00000 5880.00| 140.00000 5880.00| 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0440 535A000 101.000 M | 52.00000 5252.00| 52.00000 5252.00| 375 mm Side Drain Pipe | | | 0450 535A002 11.000 M | 75.00000 825.00| 75.00000 825.00| 600 mm Side Drain Pipe | | | 0460 535A300 94.000 M | 52.00000 4888.00| 52.00000 4888.00| 375 mm Side Drain Pipe (Extension) | | | 0470 535A301 168.000 M | 60.00000 10080.00| 60.00000 10080.00| 450 mm Side Drain Pipe (Extension) | | | 0480 535A302 27.000 M | 80.00000 2160.00| 80.00000 2160.00| 600 mm Side Drain Pipe (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000331012 COUNTIES : DALE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 | |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 536A000 57.000 M | 75.00000 4275.00| 75.00000 4275.00| Roadway Pipe Relaid | | | 0500 600A000 LUMP| 210000.00000 210000.00| 100340.00000 100340.00| Mobilization | | | 0510 601A000 1.000 EACH| 1000.00000 1000.00| 5000.00000 5000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0520 606A000 209.000 M | 26.50000 5538.50| 26.50000 5538.50| 150 mm Underdrain Pipe | | | 0530 610C001 65.000 MTON| 38.00000 2470.00| 38.00000 2470.00| Loose Riprap, Class 2 | | | 0540 610D003 48.000 M2 | 3.50000 168.00| 3.50000 168.00| Filter Blanket, Geotextile | | | 0550 614A000 40.000 M3 | 250.00000 10000.00| 250.00000 10000.00| Slope Paving | | | 0560 618B002 36.000 M2 | 40.00000 1440.00| 50.00000 1800.00| Concrete Driveway, 150 mm Thick | | | 0570 619A003 2.000 EACH| 600.00000 1200.00| 550.00000 1100.00| 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0580 619A005 1.000 EACH| 725.00000 725.00| 750.00000 750.00| 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0590 619A006 1.000 EACH| 950.00000 950.00| 1200.00000 1200.00| 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0600 619A007 3.000 EACH| 1075.00000 3225.00| 1800.00000 5400.00| 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0610 619A009 2.000 EACH| 1450.00000 2900.00| 2500.00000 5000.00| 1500 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0620 619A100 47.000 EACH| 295.00000 13865.00| 425.00000 19975.00| 375 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0630 619A101 46.000 EACH| 325.00000 14950.00| 495.00000 22770.00| 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0640 619A102 10.000 EACH| 375.00000 3750.00| 550.00000 5500.00| 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000331012 COUNTIES : DALE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 | |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 619A104 1.000 EACH| 625.00000 625.00| 750.00000 750.00| 900 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0660 620A000 29.000 M3 | 400.00000 11600.00| 1000.00000 29000.00| Minor Structure Concrete | | | 0670 621A000 6.000 EACH| 1750.00000 10500.00| 1950.00000 11700.00| Junction Boxes, Type 1, 1P Or 5 | | | 0680 621A001 2.000 EACH| 2200.00000 4400.00| 2250.00000 4500.00| Junction Boxes, Type 1, 2P Or 5 | | | 0690 621A022 1.000 EACH| 3500.00000 3500.00| 3750.00000 3750.00| Junction Boxes, Type 1 (Modified) | | | 0700 621B001 2.000 EACH| 450.00000 900.00| 550.00000 1100.00| Junction Box Units, Type 1, 2P Or 5 | | | 0710 621C002 7.000 EACH| 1600.00000 11200.00| 1850.00000 12950.00| Inlets, Type C, P1 Or P3 | | | 0720 621C016 1.000 EACH| 1850.00000 1850.00| 2300.00000 2300.00| Inlets, Type S2 Or S4 (1 Wing) | | | 0730 621C017 1.000 EACH| 1950.00000 1950.00| 2100.00000 2100.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0740 621C020 3.000 EACH| 2100.00000 6300.00| 1750.00000 5250.00| Inlets, Type Y | | | 0750 621D019 2.000 EACH| 400.00000 800.00| 450.00000 900.00| Inlet Units, Type Y | | | 0760 621D022 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| Inlet Units, Type C, P1 Or P3 | | | 0770 623C000 292.000 M | 33.00000 9636.00| 10.00000 2920.00| Combination Curb & Gutter, Type C | | | 0780 630A000 1921.000 M | 40.20000 77224.20| 40.20000 77224.20| Steel Beam Guardrail, Class A, Type 1 | | | 0790 630C001 21.000 EACH| 550.00000 11550.00| 550.00000 11550.00| Guardrail End Anchor, Type 8 | | | 0800 630C031 10.000 EACH| 825.00000 8250.00| 825.00000 8250.00| Guardrail End Anchor, Type 14 (Modified)| | | 0810 630C070 35.000 EACH| 1325.00000 46375.00| 1325.00000 46375.00| Guardrail End Anchor, Type 10 Series | | | 0820 650A000 5153.000 M3 | 7.25000 37359.25| 7.25000 37359.25| Topsoil | | | 0830 651B000 27.000 MTON| 28.00000 756.00| 38.57000 1041.39| Agricultural Limestone | | | 0840 651C000 11.000 MTON| 220.00000 2420.00| 247.90000 2726.90| 8-8-8 Commercial Fertilizer | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000331012 COUNTIES : DALE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 | |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 652A061 6.000 HA | 970.00000 5820.00| 1111.95000 6671.70| Seeding (Mix 3E) | | | 0860 654A001 342.000 M2 | 4.80000 1641.60| 3.60000 1231.20| Solid Sodding (Bermuda) | | | 0870 656A000 5.000 HA | 970.00000 4850.00| 1050.17000 5250.85| Mulching, Class A, Type 1 | | | 0880 656A001 1.000 HA | 1200.00000 1200.00| 1111.95000 1111.95| Mulching, Class A, Type 2 | | | 0890 659A000 200.000 M2 | 1.80000 360.00| 1.80000 360.00| Erosion Control Netting, Class A | | | 0900 665F000 236.000 EACH| 5.00000 1180.00| 5.00000 1180.00| Hay Bales | | | 0910 665G000 40.000 EACH| 5.00000 200.00| 6.00000 240.00| Sand Bags | | | 0920 665J000 2886.000 M | 12.60000 36363.60| 9.60000 27705.60| Silt Fence, Type A | | | 0930 665K000 192.000 M3 | 25.00000 4800.00| 25.00000 4800.00| Drainage Sump Excavation | | | 0940 680A000 LUMP| 13500.00000 13500.00| 13500.00000 13500.00| Engineering Controls | | | 0950 701A004 4.000 KM | 186.00000 744.00| 186.00000 744.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0960 701A012 4.000 KM | 186.00000 744.00| 186.00000 744.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0970 701C000 43.000 KM | 174.00000 7482.00| 174.00000 7482.00| Broken Temporary Traffic Stripe | | | 0980 701C001 110.000 KM | 186.00000 20460.00| 186.00000 20460.00| Solid Temporary Traffic Stripe | | | 0990 701D007 6.000 KM | 621.00000 3726.00| 621.00000 3726.00| Solid Traffic Stripe Removed (Paint) | | | 1000 701D008 1.000 KM | 621.00000 621.00| 621.00000 621.00| Solid Traffic Stripe Removed (Plastic) | | | 1010 701D014 1.000 KM | 560.00000 560.00| 560.00000 560.00| Broken Traffic Stripe Removed (Paint) | | | 1020 701D015 1.000 KM | 560.00000 560.00| 560.00000 560.00| Broken Traffic Stripe Removed (Plastic) | | | 1030 701G121 166.000 M | 4.30000 713.80| 4.30000 713.80| Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000331012 COUNTIES : DALE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 | |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 701G125 166.000 M | 17.00000 2822.00| 17.00000 2822.00| Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1050 701G133 166.000 M | 18.20000 3021.20| 18.20000 3021.20| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1060 702A008 22.000 KM | 2299.00000 50578.00| 2299.00000 50578.00| Solid White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1070 702A009 22.000 KM | 2299.00000 50578.00| 2299.00000 50578.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1080 702A010 21.000 KM | 1150.00000 24150.00| 1150.00000 24150.00| Broken White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1090 702B001 3900.000 M | 4.92000 19188.00| 4.92000 19188.00| Dotted Inverted Profile Traffic Stripe | | | (150 mm Wide) | | | 1100 703A002 1107.000 M2 | 17.00000 18819.00| 17.00000 18819.00| Traffic Control Markings, Class 2, Type | | | A | | | 1110 703B002 168.000 M2 | 26.00000 4368.00| 26.00000 4368.00| Traffic Control Legends, Class 2, Type A| | | 1120 703D001 1742.000 M2 | 11.00000 19162.00| 11.00000 19162.00| Temporary Traffic Control Markings | | | 1130 705A011 762.000 EACH| 4.00000 3048.00| 4.00000 3048.00| Pavement Markers, Class C, Type 1-A | | | 1140 705A012 756.000 EACH| 4.00000 3024.00| 4.00000 3024.00| Pavement Markers, Class C, Type 1-B | | | 1150 705A030 80.000 EACH| 4.90000 392.00| 4.90000 392.00| Pavement Markers, Class A-H, Type 2-C | | | 1160 705A031 1463.000 EACH| 4.70000 6876.10| 4.70000 6876.10| Pavement Markers, Class A-H, Type 1-A | | | 1170 705A037 190.000 EACH| 4.90000 931.00| 4.90000 931.00| Pavement Markers, Class A-H, Type 2-D | | | 1180 707G001 202.000 EACH| 10.00000 2020.00| 10.00000 2020.00| Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 1190 726B000 1704.000 M | 150.75000 256878.00| 150.00000 255600.00| Portable Concrete Safety Barriers, Type | | | 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 012 -9 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20000331012 COUNTIES : DALE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 | |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 726C001 760.000 M | 39.37000 29921.20| 40.00000 30400.00| State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 1210 740B000 247.000 M2 | 90.00000 22230.00| 85.26000 21059.22| Construction Signs | | | 1220 740D000 120.000 EACH| 45.00000 5400.00| 42.10000 5052.00| Channelizing Drums | | | 1230 740E000 150.000 EACH| 12.50000 1875.00| 11.58000 1737.00| Cones (900 mm High) | | | 1240 740F002 28.000 EACH| 210.00000 5880.00| 200.00000 5600.00| Barricades, Type III | | | 1250 740I005 14.000 EACH| 530.00000 7420.00| 526.32000 7368.48| Warning Lights, Type B (Detachable Head)| | | 1260 740M000 150.000 EACH| 6.50000 975.00| 6.32000 948.00| Ballast For Cone | | | 1270 740O000 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| Pilot Car | | | 1280 741C010 6.000 EACH| 1200.00000 7200.00| 4211.00000 25266.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1290 998A000 LUMP| 0.00000 0.00| 5000.00000 5000.00| Construction Fuel (Maximum Bid Limited | | | To $ 187,000.00) | | | 1300 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,647,457.51| $ 4,914,879.08| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,647,457.51| $ 4,914,879.08| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 365 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-436(38) for constructing the Partial Grade, Drain, Pave, Traffic Stripe, Signing, and Bridges on S.R. #35 from Powell to Rainsville. Length - 3.525 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 3,962,164.07 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 4,110,887.35 103.7535% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 4,149,880.62 104.7377% 4 01018 APAC-ALABAMA, INC. $ 4,229,568.86 106.7489% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 23009 |(3) 07002 |JACKSON PAVING & CONSTRUCTIO|WHITAKER CONTRACTING CORPORA|GOOD HOPE CONTRACTING CO., I 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| 90370.00000 90370.00| 72000.00000 72000.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 25000.00000 25000.00 Removal Of Old Bridge Station 560+20 | | | 0030 206A001 LUMP| 15000.00000 15000.00| 36000.00000 36000.00| 36000.00000 36000.00 Removal Of Old Bridge ,Station 615+55 | | | 0040 206C003 85.000 SQYD| 4.49000 381.65| 2.00000 170.00| 4.00000 340.00 Removing Concrete Flumes | | | 0050 206D000 935.000 LF | 4.99000 4665.65| 5.00000 4675.00| 8.00000 7480.00 Removing Pipe | | | 0060 206D001 1065.000 LF | 1.20000 1278.00| 1.00000 1065.00| 1.20000 1278.00 Removing Guardrail | | | 0070 206E000 3.000 EACH| 149.99000 449.97| 250.00000 750.00| 200.00000 600.00 Removing Headwalls | | | 0080 206E001 2.000 EACH| 175.00000 350.00| 650.00000 1300.00| 250.00000 500.00 Removing Inlets | | | 0090 206E002 1.000 EACH| 175.00000 175.00| 800.00000 800.00| 300.00000 300.00 Removing Junction Boxes | | | 0100 206E008 24.000 EACH| 89.00000 2136.00| 100.00000 2400.00| 89.00000 2136.00 Removing Guardrail End Anchor (All Type)| | | 0110 210A000 33294.000 CYIP| 3.60000 119858.40| 4.90000 163140.60| 2.50000 83235.00 Unclassified Excavation | | | 0120 210D000 33180.000 CYIP| 5.65000 187467.00| 4.68000 155282.40| 4.50000 149310.00 Borrow Excavation | | | 0130 212A000 206.000 STA | 10.96000 2257.76| 15.00000 3090.00| 20.00000 4120.00 Machine Grading Shoulders | | | 0140 214A000 1020.000 CUYD| 6.00000 6120.00| 10.00000 10200.00| 20.00000 20400.00 Structure Excavation | | | 0150 214B001 174.000 CUYD| 13.76000 2394.24| 13.08000 2275.92| 12.50000 2175.00 Foundation Backfill, Commercial | | | 0160 230A000 226.000 RBST| 375.00000 84750.00| 225.00000 50850.00| 225.00000 50850.00 Roadbed Processing | | | 0170 301A006 490.000 SYCP| 4.00000 1960.00| 3.72000 1822.80| 5.00000 2450.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.5" Compacted Thickness | | | 0180 301A012 96263.000 SYCP| 3.45000 332107.35| 3.72000 358098.36| 3.60000 346546.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 23009 |(3) 07002 |JACKSON PAVING & CONSTRUCTIO|WHITAKER CONTRACTING CORPORA|GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 306E000 1.000 EACH| 5636.88000 5636.88| 6003.00000 6003.00| 6000.00000 6000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0200 401A000 96263.000 SYCP| 0.25000 24065.75| 0.26000 25028.38| 0.28000 26953.64 Bituminous Treatment A | | | 0210 401A004 30386.000 SYCP| 0.67160 20407.24| 0.55500 16864.23| 0.68000 20662.48 Bituminous Treatment E | | | 0220 401B108 23850.000 SYCP| 0.89400 21321.90| 0.90000 21465.00| 0.90000 21465.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0230 405A000 4686.000 GAL | 0.92000 4311.12| 0.80000 3748.80| 1.40000 6560.40 Tack Coat | | | 0240 408A051 25349.000 SQYD| 0.45000 11407.05| 0.32000 8111.68| 0.40000 10139.60 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0250 408A052 30386.000 SY | 0.56000 17016.16| 0.32000 9723.52| 0.45000 13673.70 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0260 410B000 1.000 EACH| 2200.00000 2200.00| 2000.00000 2000.00| 5000.00000 5000.00 State Furnished Profilograph | | | 0270 424A240 141.000 TON | 39.20000 5527.20| 34.74000 4898.34| 33.00000 4653.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0280 424A260 6575.000 TON | 30.00000 197250.00| 32.74000 215265.50| 33.00000 216975.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0290 424A266 65.000 TON | 30.85000 2005.25| 34.74000 2258.10| 33.00000 2145.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0300 424B441 1336.000 TON | 26.11000 34882.96| 25.63000 34241.68| 27.85000 37207.60 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0310 424B442 1360.000 TON | 26.22000 35659.20| 25.13000 34176.80| 27.85000 37876.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Max Aggregate Size | | | Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 23009 |(3) 07002 |JACKSON PAVING & CONSTRUCTIO|WHITAKER CONTRACTING CORPORA|GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B461 8617.000 TON | 23.15000 199483.55| 25.63000 220853.71| 27.85000 239983.45 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0330 424B462 6355.000 TON | 23.80000 151249.00| 24.45000 155379.75| 27.85000 176986.75 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0340 424B561 4560.000 TON | 22.00000 100320.00| 25.63000 116872.80| 27.85000 126996.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0350 424C241 2437.000 TON | 23.20000 56538.40| 24.45000 59584.65| 27.85000 67870.45 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0360 424C261 10891.000 TON | 22.75000 247770.25| 24.45000 266284.95| 27.85000 303314.35 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0370 430B014 2000.000 TNCP| 10.37000 20740.00| 11.90000 23800.00| 12.00000 24000.00 Aggregate Surfacing (AHD #410 Modified) | | | 0380 450B000 434.000 SQYD| 75.00000 32550.00| 68.00000 29512.00| 70.00000 30380.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0390 502A000 141763.000 LB | 0.48000 68046.24| 0.54000 76552.02| 0.54000 76552.02 Steel Reinforcement | | | 0400 502B000 LUMP| 39000.00000 39000.00| 35000.00000 35000.00| 35000.00000 35000.00 Steel Reinforcement For Bridge | | | Superstructure ,Station 559+67 | | | Approximately 77,300 LBS | | | 0410 502B001 LUMP| 37000.00000 37000.00| 34000.00000 34000.00| 34000.00000 34000.00 Steel Reinforcement For Bridge | | | Superstructure ,Station 614+73 | | | Approximately 72,500 LBS | | | 0420 506A000 82.000 LF | 158.00000 12956.00| 175.00000 14350.00| 175.00000 14350.00 Drilled Shaft Excavation, 4'-6" Diameter| | | 0430 506A005 92.000 LF | 158.00000 14536.00| 175.00000 16100.00| 175.00000 16100.00 Drilled Shaft Excavation, 3'-6" Diameter| | | 0440 506B002 120.000 LF | 765.00000 91800.00| 770.00000 92400.00| 770.00000 92400.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -5 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 23009 |(3) 07002 |JACKSON PAVING & CONSTRUCTIO|WHITAKER CONTRACTING CORPORA|GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 506B003 80.000 LF | 775.00000 62000.00| 775.00000 62000.00| 775.00000 62000.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0460 506C041 212.000 LF | 67.50000 14310.00| 132.00000 27984.00| 132.00000 27984.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0470 506C042 80.000 LF | 82.50000 6600.00| 160.00000 12800.00| 160.00000 12800.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0480 506C043 82.000 LF | 100.00000 8200.00| 175.00000 14350.00| 175.00000 14350.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0490 506G001 12.000 EACH| 650.00000 7800.00| 660.00000 7920.00| 660.00000 7920.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0500 506G002 8.000 EACH| 650.00000 5200.00| 660.00000 5280.00| 660.00000 5280.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0510 508A000 12920.000 LB | 2.25000 29070.00| 3.40000 43928.00| 3.40000 43928.00 Structural Steel | | | 0520 510A000 384.000 CUYD| 310.00000 119040.00| 360.00000 138240.00| 360.00000 138240.00 Bridge Substructure Concrete, Class A | | | 0530 510C051 LUMP| 128000.00000 128000.00| 125000.00000 125000.00| 120000.00000 120000.00 Bridge Concrete Superstructure, Station | | | 559+67 Approximately 350 CU YDS | | | 0540 510C052 LUMP| 125000.00000 125000.00| 120000.00000 120000.00| 125000.00000 125000.00 Bridge Concrete Superstructure, Station | | | 614+73 Approximately 335 CU YDS | | | 0550 510E000 2022.000 SQYD| 1.85000 3740.70| 2.20000 4448.40| 2.20000 4448.40 Grooving Concrete Bridge Decks | | | 0560 511A001 36.000 EACH| 125.00000 4500.00| 158.00000 5688.00| 158.00000 5688.00 Elastomeric Bearings, Type 2 | | | 0570 511A004 32.000 EACH| 400.00000 12800.00| 380.00000 12160.00| 380.00000 12160.00 Elastomeric Bearings, Type 4 | | | 0580 513B004 290.000 LF | 90.00000 26100.00| 75.00000 21750.00| 75.00000 21750.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0590 513B015 2567.000 LF | 105.00000 269535.00| 114.00000 292638.00| 114.00000 292638.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0600 524B011 49.000 CUYD| 475.00000 23275.00| 510.00000 24990.00| 325.00000 15925.00 Culvert Concrete Extension (Cast In | | | Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -6 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 23009 |(3) 07002 |JACKSON PAVING & CONSTRUCTIO|WHITAKER CONTRACTING CORPORA|GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 530A001 460.000 LF | 25.11000 11550.60| 29.07000 13372.20| 18.00000 8280.00 18" Roadway Pipe (Class 3 R.C.) | | | 0620 530A002 148.000 LF | 32.23000 4770.04| 40.96000 6062.08| 30.00000 4440.00 24" Roadway Pipe (Class 3 R.C.) | | | 0630 530A003 212.000 LF | 41.69000 8838.28| 55.11000 11683.32| 36.00000 7632.00 30" Roadway Pipe (Class 3 R.C.) | | | 0640 535A001 648.000 LF | 31.12000 20165.76| 19.44000 12597.12| 20.00000 12960.00 18" Side Drain Pipe | | | 0650 600A000 LUMP| 160000.00000 160000.00| 112800.00000 112800.00| 110987.78000 110987.78 Mobilization | | | 0660 601A000 1.000 EACH| 3000.00000 3000.00| 2500.00000 2500.00| 7500.00000 7500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0670 602A000 19.000 EACH| 92.00000 1748.00| 90.00000 1710.00| 100.00000 1900.00 Right Of Way Markers | | | 0680 603A002 1.000 EACH| 18438.00000 18438.00| 1500.00000 1500.00| 20000.00000 20000.00 Furnishing Type 3 Field Office | | | 0690 606A000 500.000 LF | 7.55000 3775.00| 1.50000 750.00| 6.00000 3000.00 6" Underdrain Pipe | | | 0700 610C001 1800.000 TON | 14.27000 25686.00| 15.61000 28098.00| 20.00000 36000.00 Loose Riprap, Class 2 | | | 0710 610D000 1400.000 SQYD| 2.10000 2940.00| 3.25000 4550.00| 3.00000 4200.00 Filter Blanket | | | 0720 619A002 1.000 EACH| 569.96000 569.96| 675.00000 675.00| 350.00000 350.00 18" Roadway Pipe End Treatment, Class 1 | | | 0730 619A003 3.000 EACH| 664.73000 1994.19| 750.00000 2250.00| 450.00000 1350.00 24" Roadway Pipe End Treatment, Class 1 | | | 0740 619A004 2.000 EACH| 808.07000 1616.14| 800.00000 1600.00| 600.00000 1200.00 30" Roadway Pipe End Treatment, Class 1 | | | 0750 619A101 24.000 EACH| 569.96000 13679.04| 600.00000 14400.00| 350.00000 8400.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0760 621A000 4.000 EACH| 1200.00000 4800.00| 1800.00000 7200.00| 800.00000 3200.00 Junction Boxes, Type 1, 1P Or 5 | | | 0765 621B000 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 200.00000 200.00 Junction Box Units, Type 1, 1P Or 5 | | | 0770 621C001 2.000 EACH| 2200.00000 4400.00| 770.00000 1540.00| 1250.00000 2500.00 Inlets, Type B | | | 0780 621C002 1.000 EACH| 2270.00000 2270.00| 1500.00000 1500.00| 1250.00000 1250.00 Inlets, Type C, P1 Or P3 | | | 0790 621C020 4.000 EACH| 1785.00000 7140.00| 1600.00000 6400.00| 1400.00000 5600.00 Inlets, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -7 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 23009 |(3) 07002 |JACKSON PAVING & CONSTRUCTIO|WHITAKER CONTRACTING CORPORA|GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 621D019 6.000 EACH| 300.00000 1800.00| 400.00000 2400.00| 200.00000 1200.00 Inlet Units, Type Y | | | 0810 630A000 1528.000 LF | 12.10000 18488.80| 11.00000 16808.00| 12.10000 18488.80 Steel Beam Guardrail, Class A, Type 1 | | | 0820 630C001 6.000 EACH| 700.00000 4200.00| 500.00000 3000.00| 700.00000 4200.00 Guardrail End Anchor, Type 8 | | | 0830 630C003 13.000 EACH| 985.00000 12805.00| 950.00000 12350.00| 985.00000 12805.00 Guardrail End Anchor, Type 13 | | | 0840 630C070 13.000 EACH| 1200.00000 15600.00| 1600.00000 20800.00| 1200.00000 15600.00 Guardrail End Anchor, Type 10 Series | | | 0850 631C000 300.000 LF | 9.00000 2700.00| 5.00000 1500.00| 9.00000 2700.00 Steel Beam Guardrail Class A, Type 1 | | | Reset | | | 0860 631E003 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| 800.00000 3200.00 Guardrail End Anchor Type 13, Reset | | | 0870 631E010 2.000 EACH| 800.00000 1600.00| 950.00000 1900.00| 600.00000 1200.00 Guardrail End Anchor, Ty 10 Series, | | | Reset | | | 0880 631G008 2.000 EACH| 600.00000 1200.00| 300.00000 600.00| 450.00000 900.00 Guardrail End Anchor Type 8 Relocated | | | 0890 650A000 5058.000 CYIP| 6.54000 33079.32| 3.58000 18107.64| 4.50000 22761.00 Topsoil | | | 0900 650B000 5642.000 CYIP| 2.11000 11904.62| 3.58000 20198.36| 3.00000 16926.00 Topsoil From Stockpiles | | | 0910 652A050 3.000 ACRE| 600.00000 1800.00| 630.00000 1890.00| 636.00000 1908.00 Seeding (Mix 1A) | | | 0920 652A053 1.000 ACRE| 600.00000 600.00| 630.00000 630.00| 636.00000 636.00 Seeding (Mix 1E) | | | 0930 652B050 1.000 ACRE| 400.00000 400.00| 420.00000 420.00| 424.00000 424.00 Temporary Seeding (Mix 1AT) | | | 0940 652C000 2.000 ACRE| 100.00000 200.00| 105.00000 210.00| 110.00000 220.00 Mowing | | | 0950 652D050 1.000 ACRE| 600.00000 600.00| 630.00000 630.00| 636.00000 636.00 Seeding In Stubble (Mix 1A) | | | 0960 654A000 200.000 SQYD| 3.00000 600.00| 3.15000 630.00| 3.20000 640.00 Solid Sodding | | | 0970 656A000 5.000 ACRE| 400.00000 2000.00| 420.00000 2100.00| 424.00000 2120.00 Mulching, Class A, Type 1 | | | 0980 659A002 5343.000 SQYD| 5.50000 29386.50| 5.78000 30882.54| 6.50000 34729.50 Erosion Control Netting, Class C1 | | | 0990 665C000 100.000 LF | 13.00000 1300.00| 14.00000 1400.00| 20.00000 2000.00 15" Temporary Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -8 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 23009 |(3) 07002 |JACKSON PAVING & CONSTRUCTIO|WHITAKER CONTRACTING CORPORA|GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 665F000 186.000 EACH| 4.75000 883.50| 5.00000 930.00| 6.00000 1116.00 Hay Bales | | | 1010 665I000 2855.000 TON | 16.35000 46679.25| 15.15000 43253.25| 12.00000 34260.00 Temporary Riprap, Class 2 | | | 1020 665J000 13500.000 LF | 3.60000 48600.00| 3.00000 40500.00| 4.00000 54000.00 Silt Fence, Type A | | | 1030 665K000 460.000 CUYD| 4.25000 1955.00| 5.00000 2300.00| 10.00000 4600.00 Drainage Sump Excavation | | | 1040 665L000 200.000 LF | 9.25000 1850.00| 15.00000 3000.00| 20.00000 4000.00 Floating Basin Boom | | | 1050 666A001 2.000 ACRE| 20.00000 40.00| 25.00000 50.00| 20.00000 40.00 Pest Control Treatment | | | 1060 680A000 LUMP| 98000.00000 98000.00| 70000.00000 70000.00| 63000.00000 63000.00 Engineering Controls | | | 1070 701C001 13.000 MILE| 390.00000 5070.00| 390.00000 5070.00| 380.00000 4940.00 Solid Temporary Traffic Stripe | | | 1080 701C006 1.000 MILE| 7920.00000 7920.00| 7920.00000 7920.00| 6800.00000 6800.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1090 701D009 1.000 MILE| 1320.00000 1320.00| 1320.00000 1320.00| 800.00000 800.00 Solid Traffic Stripe Removed (Tape) | | | 1100 701F000 2050.000 LF | 0.25000 512.50| 0.25000 512.50| 0.30000 615.00 Dotted Temporary Traffic Stripe | | | 1110 701G121 1020.000 LF | 3.50000 3570.00| 3.50000 3570.00| 1.40000 1428.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1120 701G125 1020.000 LF | 4.50000 4590.00| 4.50000 4590.00| 5.20000 5304.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1130 701G133 1020.000 LF | 4.50000 4590.00| 4.50000 4590.00| 5.60000 5712.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1140 702A007 1.000 MILE| 1850.00000 1850.00| 1850.00000 1850.00| 2000.00000 2000.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1150 702A008 7.000 MILE| 3700.00000 25900.00| 3700.00000 25900.00| 3700.00000 25900.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1160 702A009 8.000 MILE| 3700.00000 29600.00| 3700.00000 29600.00| 3700.00000 29600.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -9 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 23009 |(3) 07002 |JACKSON PAVING & CONSTRUCTIO|WHITAKER CONTRACTING CORPORA|GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 702A010 7.000 MILE| 1850.00000 12950.00| 1850.00000 12950.00| 1850.00000 12950.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1180 702B001 4304.000 LF | 1.40000 6025.60| 1.40000 6025.60| 1.50000 6456.00 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 1190 703A002 6229.000 SQFT| 2.00000 12458.00| 2.00000 12458.00| 2.50000 15572.50 Traffic Control Markings, Class 2, Type | | | A | | | 1200 703B002 1059.000 SQFT| 2.95000 3124.05| 2.95000 3124.05| 2.60000 2753.40 Traffic Control Legends, Class 2, Type A| | | 1210 703D001 3160.000 SQFT| 1.25000 3950.00| 1.25000 3950.00| 1.30000 4108.00 Temporary Traffic Control Markings | | | 1220 705A012 397.000 EACH| 4.50000 1786.50| 4.50000 1786.50| 4.00000 1588.00 Pavement Markers, Class C, Type 1-B | | | 1230 705A023 333.000 EACH| 4.50000 1498.50| 4.50000 1498.50| 4.00000 1332.00 Pavement Markers, Class C, Type 2-D | | | 1240 705A024 200.000 EACH| 4.50000 900.00| 4.50000 900.00| 4.00000 800.00 Pavement Markers, Class C, Type 2-E | | | 1250 705A030 60.000 EACH| 4.95000 297.00| 4.95000 297.00| 5.20000 312.00 Pavement Markers, Class A-H, Type 2-C | | | 1260 705A031 446.000 EACH| 4.95000 2207.70| 4.95000 2207.70| 5.00000 2230.00 Pavement Markers, Class A-H, Type 1-A | | | 1270 705A032 447.000 EACH| 4.95000 2212.65| 4.95000 2212.65| 5.00000 2235.00 Pavement Markers, Class A-H, Type 1-B | | | 1280 705A037 43.000 EACH| 4.95000 212.85| 4.95000 212.85| 5.20000 223.60 Pavement Markers, Class A-H, Type 2-D | | | 1290 705A038 102.000 EACH| 4.95000 504.90| 4.95000 504.90| 5.20000 530.40 Pavement Markers, Class A-H, Type 2-E | | | 1300 707B003 1.000 EACH| 185.00000 185.00| 150.00000 150.00| 185.00000 185.00 Type A Hazard Marker Installation | | | 1310 707B009 1.000 EACH| 185.00000 185.00| 150.00000 150.00| 185.00000 185.00 Type A Hazard Marker Installation | | | (Temporary) | | | 1320 710A115 791.000 SQFT| 13.95000 11034.45| 15.40000 12181.40| 21.00000 16611.00 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1330 710B001 1209.000 LF | 5.50000 6649.50| 6.00000 7254.00| 6.50000 7858.50 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -10 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 10011 |(2) 23009 |(3) 07002 |JACKSON PAVING & CONSTRUCTIO|WHITAKER CONTRACTING CORPORA|GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 740B000 2197.000 SQFT| 10.00000 21970.00| 8.40000 18454.80| 8.50000 18674.50 Construction Signs | | | 1350 740D000 620.000 EACH| 43.00000 26660.00| 50.40000 31248.00| 52.00000 32240.00 Channelizing Drums | | | 1360 740E000 50.000 EACH| 10.00000 500.00| 11.55000 577.50| 12.50000 625.00 Cones (36 Inches High) | | | 1370 740F002 85.000 EACH| 375.00000 31875.00| 189.00000 16065.00| 200.00000 17000.00 Barricades, Type III | | | 1380 740I005 4.000 EACH| 575.00000 2300.00| 892.50000 3570.00| 900.00000 3600.00 Warning Lights, Type B (Detachable Head)| | | 1390 740M000 50.000 EACH| 8.00000 400.00| 7.35000 367.50| 7.50000 375.00 Weight For Cone | | | 1400 741C010 2.000 EACH| 2650.00000 5300.00| 2000.00000 4000.00| 1500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1410 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 5000.00000 5000.00 Construction Fuel (Maximum Bid Limited | | | To $ 221,000.00) | | | 1420 999 000 3750.000 HOUR| 0.80000 3000.00| 0.80000 3000.00| 0.80000 3000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,962,164.07| $ 4,110,887.35| $ 4,149,880.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,962,164.07| $ 4,110,887.35| $ 4,149,880.62 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -11 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |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| 316095.51000 316095.51| | Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 15151.52000 15151.52| | Removal Of Old Bridge Station 560+20 | | | 0030 206A001 LUMP| 15151.52000 15151.52| | Removal Of Old Bridge ,Station 615+55 | | | 0040 206C003 85.000 SQYD| 2.52000 214.20| | Removing Concrete Flumes | | | 0050 206D000 935.000 LF | 4.56000 4263.60| | Removing Pipe | | | 0060 206D001 1065.000 LF | 1.15000 1224.75| | Removing Guardrail | | | 0070 206E000 3.000 EACH| 35.15000 105.45| | Removing Headwalls | | | 0080 206E001 2.000 EACH| 107.56000 215.12| | Removing Inlets | | | 0090 206E002 1.000 EACH| 105.46000 105.46| | Removing Junction Boxes | | | 0100 206E008 24.000 EACH| 85.40000 2049.60| | Removing Guardrail End Anchor (All Type)| | | 0110 210A000 33294.000 CYIP| 0.05000 1664.70| | Unclassified Excavation | | | 0120 210D000 33180.000 CYIP| 3.84000 127411.20| | Borrow Excavation | | | 0130 212A000 206.000 STA | 16.07000 3310.42| | Machine Grading Shoulders | | | 0140 214A000 1020.000 CUYD| 2.09000 2131.80| | Structure Excavation | | | 0150 214B001 174.000 CUYD| 11.93000 2075.82| | Foundation Backfill, Commercial | | | 0160 230A000 226.000 RBST| 254.39000 57492.14| | Roadbed Processing | | | 0170 301A006 490.000 SYCP| 4.43000 2170.70| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.5" Compacted Thickness | | | 0180 301A012 96263.000 SYCP| 3.16000 304191.08| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -12 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 306E000 1.000 EACH| 5277.78000 5277.78| | State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0200 401A000 96263.000 SYCP| 0.40000 38505.20| | Bituminous Treatment A | | | 0210 401A004 30386.000 SYCP| 0.68000 20662.48| | Bituminous Treatment E | | | 0220 401B108 23850.000 SYCP| 0.90000 21465.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0230 405A000 4686.000 GAL | 1.44000 6747.84| | Tack Coat | | | 0240 408A051 25349.000 SQYD| 0.41000 10393.09| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0250 408A052 30386.000 SY | 0.45000 13673.70| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0260 410B000 1.000 EACH| 1978.95000 1978.95| | State Furnished Profilograph | | | 0270 424A240 141.000 TON | 46.84000 6604.44| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0280 424A260 6575.000 TON | 33.14000 217895.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0290 424A266 65.000 TON | 37.84000 2459.60| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0300 424B441 1336.000 TON | 29.79000 39799.44| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0310 424B442 1360.000 TON | 28.88000 39276.80| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Max Aggregate Size | | | Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -13 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B461 8617.000 TON | 27.81000 239638.77| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0330 424B462 6355.000 TON | 25.78000 163831.90| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0340 424B561 4560.000 TON | 26.36000 120201.60| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0350 424C241 2437.000 TON | 27.49000 66993.13| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0360 424C261 10891.000 TON | 26.05000 283710.55| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0370 430B014 2000.000 TNCP| 9.05000 18100.00| | Aggregate Surfacing (AHD #410 Modified) | | | 0380 450B000 434.000 SQYD| 75.76000 32879.84| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0390 502A000 141763.000 LB | 0.49000 69463.87| | Steel Reinforcement | | | 0400 502B000 LUMP| 39393.94000 39393.94| | Steel Reinforcement For Bridge | | | Superstructure ,Station 559+67 | | | Approximately 77,300 LBS | | | 0410 502B001 LUMP| 37373.74000 37373.74| | Steel Reinforcement For Bridge | | | Superstructure ,Station 614+73 | | | Approximately 72,500 LBS | | | 0420 506A000 82.000 LF | 159.60000 13087.20| | Drilled Shaft Excavation, 4'-6" Diameter| | | 0430 506A005 92.000 LF | 159.60000 14683.20| | Drilled Shaft Excavation, 3'-6" Diameter| | | 0440 506B002 120.000 LF | 772.73000 92727.60| | Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -14 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 506B003 80.000 LF | 782.83000 62626.40| | Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0460 506C041 212.000 LF | 68.18000 14454.16| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0470 506C042 80.000 LF | 83.33000 6666.40| | Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0480 506C043 82.000 LF | 101.01000 8282.82| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0490 506G001 12.000 EACH| 656.57000 7878.84| | Crosshole Sonic Logging, 3'-6" Diameter | | | 0500 506G002 8.000 EACH| 656.57000 5252.56| | Crosshole Sonic Logging, 4'-0" Diameter | | | 0510 508A000 12920.000 LB | 2.27000 29328.40| | Structural Steel | | | 0520 510A000 384.000 CUYD| 313.13000 120241.92| | Bridge Substructure Concrete, Class A | | | 0530 510C051 LUMP| 129292.93000 129292.93| | Bridge Concrete Superstructure, Station | | | 559+67 Approximately 350 CU YDS | | | 0540 510C052 LUMP| 126262.63000 126262.63| | Bridge Concrete Superstructure, Station | | | 614+73 Approximately 335 CU YDS | | | 0550 510E000 2022.000 SQYD| 1.87000 3781.14| | Grooving Concrete Bridge Decks | | | 0560 511A001 36.000 EACH| 126.26000 4545.36| | Elastomeric Bearings, Type 2 | | | 0570 511A004 32.000 EACH| 404.04000 12929.28| | Elastomeric Bearings, Type 4 | | | 0580 513B004 290.000 LF | 90.91000 26363.90| | Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0590 513B015 2567.000 LF | 106.06000 272256.02| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0600 524B011 49.000 CUYD| 479.80000 23510.20| | Culvert Concrete Extension (Cast In | | | Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -15 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 530A001 460.000 LF | 27.84000 12806.40| | 18" Roadway Pipe (Class 3 R.C.) | | | 0620 530A002 148.000 LF | 32.21000 4767.08| | 24" Roadway Pipe (Class 3 R.C.) | | | 0630 530A003 212.000 LF | 45.78000 9705.36| | 30" Roadway Pipe (Class 3 R.C.) | | | 0640 535A001 648.000 LF | 20.03000 12979.44| | 18" Side Drain Pipe | | | 0650 600A000 LUMP| 302338.96000 302338.96| | Mobilization | | | 0660 601A000 1.000 EACH| 2824.21000 2824.21| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0670 602A000 19.000 EACH| 126.26000 2398.94| | Right Of Way Markers | | | 0680 603A002 1.000 EACH| 9413.68000 9413.68| | Furnishing Type 3 Field Office | | | 0690 606A000 500.000 LF | 10.05000 5025.00| | 6" Underdrain Pipe | | | 0700 610C001 1800.000 TON | 13.67000 24606.00| | Loose Riprap, Class 2 | | | 0710 610D000 1400.000 SQYD| 2.22000 3108.00| | Filter Blanket | | | 0720 619A002 1.000 EACH| 511.58000 511.58| | 18" Roadway Pipe End Treatment, Class 1 | | | 0730 619A003 3.000 EACH| 529.82000 1589.46| | 24" Roadway Pipe End Treatment, Class 1 | | | 0740 619A004 2.000 EACH| 611.58000 1223.16| | 30" Roadway Pipe End Treatment, Class 1 | | | 0750 619A101 24.000 EACH| 371.93000 8926.32| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0760 621A000 4.000 EACH| 1181.84000 4727.36| | Junction Boxes, Type 1, 1P Or 5 | | | 0765 621B000 1.000 EACH| 1165.26000 1165.26| | Junction Box Units, Type 1, 1P Or 5 | | | 0770 621C001 2.000 EACH| 1390.53000 2781.06| | Inlets, Type B | | | 0780 621C002 1.000 EACH| 1415.79000 1415.79| | Inlets, Type C, P1 Or P3 | | | 0790 621C020 4.000 EACH| 1290.00000 5160.00| | Inlets, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -16 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 621D019 6.000 EACH| 347.37000 2084.22| | Inlet Units, Type Y | | | 0810 630A000 1528.000 LF | 11.62000 17755.36| | Steel Beam Guardrail, Class A, Type 1 | | | 0820 630C001 6.000 EACH| 671.72000 4030.32| | Guardrail End Anchor, Type 8 | | | 0830 630C003 13.000 EACH| 945.20000 12287.60| | Guardrail End Anchor, Type 13 | | | 0840 630C070 13.000 EACH| 1151.52000 14969.76| | Guardrail End Anchor, Type 10 Series | | | 0850 631C000 300.000 LF | 8.64000 2592.00| | Steel Beam Guardrail Class A, Type 1 | | | Reset | | | 0860 631E003 4.000 EACH| 767.68000 3070.72| | Guardrail End Anchor Type 13, Reset | | | 0870 631E010 2.000 EACH| 575.76000 1151.52| | Guardrail End Anchor, Ty 10 Series, | | | Reset | | | 0880 631G008 2.000 EACH| 431.82000 863.64| | Guardrail End Anchor Type 8 Relocated | | | 0890 650A000 5058.000 CYIP| 6.54000 33079.32| | Topsoil | | | 0900 650B000 5642.000 CYIP| 3.11000 17546.62| | Topsoil From Stockpiles | | | 0910 652A050 3.000 ACRE| 1212.12000 3636.36| | Seeding (Mix 1A) | | | 0920 652A053 1.000 ACRE| 1313.13000 1313.13| | Seeding (Mix 1E) | | | 0930 652B050 1.000 ACRE| 1010.10000 1010.10| | Temporary Seeding (Mix 1AT) | | | 0940 652C000 2.000 ACRE| 101.01000 202.02| | Mowing | | | 0950 652D050 1.000 ACRE| 1212.12000 1212.12| | Seeding In Stubble (Mix 1A) | | | 0960 654A000 200.000 SQYD| 7.07000 1414.00| | Solid Sodding | | | 0970 656A000 5.000 ACRE| 808.08000 4040.40| | Mulching, Class A, Type 1 | | | 0980 659A002 5343.000 SQYD| 7.58000 40499.94| | Erosion Control Netting, Class C1 | | | 0990 665C000 100.000 LF | 24.63000 2463.00| | 15" Temporary Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -17 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 665F000 186.000 EACH| 4.89000 909.54| | Hay Bales | | | 1010 665I000 2855.000 TON | 14.37000 41026.35| | Temporary Riprap, Class 2 | | | 1020 665J000 13500.000 LF | 0.75000 10125.00| | Silt Fence, Type A | | | 1030 665K000 460.000 CUYD| 3.79000 1743.40| | Drainage Sump Excavation | | | 1040 665L000 200.000 LF | 14.35000 2870.00| | Floating Basin Boom | | | 1050 666A001 2.000 ACRE| 50.51000 101.02| | Pest Control Treatment | | | 1060 680A000 LUMP| 64641.05000 64641.05| | Engineering Controls | | | 1070 701C001 13.000 MILE| 393.94000 5121.22| | Solid Temporary Traffic Stripe | | | 1080 701C006 1.000 MILE| 8000.00000 8000.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1090 701D009 1.000 MILE| 1333.33000 1333.33| | Solid Traffic Stripe Removed (Tape) | | | 1100 701F000 2050.000 LF | 0.25000 512.50| | Dotted Temporary Traffic Stripe | | | 1110 701G121 1020.000 LF | 3.54000 3610.80| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1120 701G125 1020.000 LF | 4.55000 4641.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1130 701G133 1020.000 LF | 4.55000 4641.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1140 702A007 1.000 MILE| 1868.69000 1868.69| | Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1150 702A008 7.000 MILE| 3737.37000 26161.59| | Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1160 702A009 8.000 MILE| 3737.37000 29898.96| | Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -18 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 702A010 7.000 MILE| 1868.69000 13080.83| | Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 1180 702B001 4304.000 LF | 1.41000 6068.64| | Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 1190 703A002 6229.000 SQFT| 2.02000 12582.58| | Traffic Control Markings, Class 2, Type | | | A | | | 1200 703B002 1059.000 SQFT| 2.98000 3155.82| | Traffic Control Legends, Class 2, Type A| | | 1210 703D001 3160.000 SQFT| 1.26000 3981.60| | Temporary Traffic Control Markings | | | 1220 705A012 397.000 EACH| 4.55000 1806.35| | Pavement Markers, Class C, Type 1-B | | | 1230 705A023 333.000 EACH| 4.55000 1515.15| | Pavement Markers, Class C, Type 2-D | | | 1240 705A024 200.000 EACH| 4.55000 910.00| | Pavement Markers, Class C, Type 2-E | | | 1250 705A030 60.000 EACH| 5.00000 300.00| | Pavement Markers, Class A-H, Type 2-C | | | 1260 705A031 446.000 EACH| 5.00000 2230.00| | Pavement Markers, Class A-H, Type 1-A | | | 1270 705A032 447.000 EACH| 5.00000 2235.00| | Pavement Markers, Class A-H, Type 1-B | | | 1280 705A037 43.000 EACH| 5.00000 215.00| | Pavement Markers, Class A-H, Type 2-D | | | 1290 705A038 102.000 EACH| 5.00000 510.00| | Pavement Markers, Class A-H, Type 2-E | | | 1300 707B003 1.000 EACH| 159.50000 159.50| | Type A Hazard Marker Installation | | | 1310 707B009 1.000 EACH| 159.50000 159.50| | Type A Hazard Marker Installation | | | (Temporary) | | | 1320 710A115 791.000 SQFT| 20.20000 15978.20| | Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1330 710B001 1209.000 LF | 5.32000 6431.88| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 013 -19 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20000331013 COUNTIES : DEKALB LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 740B000 2197.000 SQFT| 7.35000 16147.95| | Construction Signs | | | 1350 740D000 620.000 EACH| 14.02000 8692.40| | Channelizing Drums | | | 1360 740E000 50.000 EACH| 3.16000 158.00| | Cones (36 Inches High) | | | 1370 740F002 85.000 EACH| 107.29000 9119.65| | Barricades, Type III | | | 1380 740I005 4.000 EACH| 916.32000 3665.28| | Warning Lights, Type B (Detachable Head)| | | 1390 740M000 50.000 EACH| 3.16000 158.00| | Weight For Cone | | | 1400 741C010 2.000 EACH| 941.58000 1883.16| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1410 998A000 LUMP| 1.00000 1.00| | Construction Fuel (Maximum Bid Limited | | | To $ 221,000.00) | | | 1420 999 000 3750.000 HOUR| 0.80000 3000.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,229,568.86| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,229,568.86| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20000331021 COUNTIES : CRENSHAW LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-112(14) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R. #15 (U.S. #29) from the Covington/Crenshaw County Line (kmp 97.594) to near Brantley Town Limit (kmp 114.770). Length - 17.176 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 2,220,436.68 100.0000% 2 01053 ANDERSON COLUMBIA CO., INC. $ 2,260,330.03 101.7966% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20000331021 COUNTIES : CRENSHAW LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 01053 | |APAC-ALABAMA, INC. |ANDERSON COLUMBIA CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 10.000 M2 | 99.65000 996.50| 130.00000 1300.00| Removing Concrete Driveway | | | 0020 209A000 6.000 EACH| 57.56000 345.36| 50.00000 300.00| Mailbox Reset, Single | | | 0030 210D010 17000.000 M3 | 4.91000 83470.00| 8.00000 136000.00| Borrow Excavation (A2 or Better) | | | 0040 401B100 118230.000 M2 | 0.67000 79214.10| 0.71000 83943.30| Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 93465.000 L | 0.43000 40189.95| 0.28000 26170.20| Tack Coat | | | 0060 408A052 18669.000 M2 | 0.86000 16055.34| 1.10000 20535.90| Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0070 410C000 1.000 EACH| 3179.44000 3179.44| 2000.00000 2000.00| Contractor Retained Profilograph | | | 0080 424A240 7860.000 MTON| 41.71000 327840.60| 32.40000 254664.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0090 424A246 5600.000 MTON| 40.82000 228592.00| 37.00000 207200.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0100 424B441 14190.000 MTON| 36.93000 524036.70| 36.00000 510840.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0110 424B541 14190.000 MTON| 34.17000 484872.30| 34.00000 482460.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 25 mm Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0120 600A000 LUMP| 99320.00000 99320.00| 194841.15000 194841.15| Mobilization | | | 0130 618B002 10.000 M2 | 143.99000 1439.90| 400.00000 4000.00| Concrete Driveway, 150 mm Thick | | | 0140 652A061 5.000 HA | 1000.00000 5000.00| 1000.00000 5000.00| Seeding (Mix 3E) | | | 0150 656A000 5.000 HA | 1000.00000 5000.00| 1000.00000 5000.00| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20000331021 COUNTIES : CRENSHAW LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 01053 | |APAC-ALABAMA, INC. |ANDERSON COLUMBIA CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| Hay Bales | | | 0170 665J000 3060.000 M | 9.30000 28458.00| 13.12000 40147.20| Silt Fence, Type A | | | 0180 680A000 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| Engineering Controls | | | 0190 701C000 48.000 KM | 199.00000 9552.00| 199.00000 9552.00| Broken Temporary Traffic Stripe | | | 0200 701C001 228.000 KM | 211.00000 48108.00| 211.00000 48108.00| Solid Temporary Traffic Stripe | | | 0210 701D007 1.000 KM | 746.00000 746.00| 746.00000 746.00| Solid Traffic Stripe Removed (Paint) | | | 0220 701D008 1.000 KM | 808.00000 808.00| 808.00000 808.00| Solid Traffic Stripe Removed (Plastic) | | | 0230 701D014 1.000 KM | 621.00000 621.00| 621.00000 621.00| Broken Traffic Stripe Removed (Paint) | | | 0240 701D015 1.000 KM | 621.00000 621.00| 621.00000 621.00| Broken Traffic Stripe Removed (Plastic) | | | 0250 701G125 124.000 M | 18.04000 2236.96| 18.04000 2236.96| Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0260 701G133 124.000 M | 19.68000 2440.32| 19.68000 2440.32| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0270 702A007 16.000 KM | 1150.00000 18400.00| 1150.00000 18400.00| Broken Yellow, Inverted Profile Traffic | | | Stripe (150mm Wide) | | | 0280 702A008 35.000 KM | 2299.00000 80465.00| 2299.00000 80465.00| Solid White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 0290 702A009 41.000 KM | 2299.00000 94259.00| 2299.00000 94259.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 0300 703A002 176.000 M2 | 27.00000 4752.00| 27.00000 4752.00| Traffic Control Markings, Class 2, Type | | | A | | | 0310 703D001 176.000 M2 | 14.00000 2464.00| 14.00000 2464.00| Temporary Traffic Control Markings | | | 0320 705A032 500.000 EACH| 4.80000 2400.00| 4.80000 2400.00| Pavement Markers, Class A-H, Type 1-B | | | 0330 705A037 1760.000 EACH| 5.00000 8800.00| 5.00000 8800.00| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20000331021 COUNTIES : CRENSHAW LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 01053 | |APAC-ALABAMA, INC. |ANDERSON COLUMBIA CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740B000 81.000 M2 | 141.41000 11454.21| 55.00000 4455.00| Construction Signs | | | 0350 740E000 50.000 EACH| 3.59000 179.50| 5.00000 250.00| Cones (900 mm High) | | | 0360 740M000 50.000 EACH| 2.39000 119.50| 1.00000 50.00| Ballast For Cone | | | 0370 740O000 1.000 EACH| 1500.00000 1500.00| 2500.00000 2500.00| Pilot Car | | | 0380 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 89,000.00) | | | SECTION TOTALS | $ 2,220,436.68| $ 2,260,330.03| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,220,436.68| $ 2,260,330.03| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20000331022 COUNTIES : CHEROKEE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-137(018) for constructing the Resurfacing and Traffic Stripe on S.R. #25 (U.S. #411) from Leesburg (M.P. 236.300) to S.R. #68 (M.P. 239.600). Length - 3.300 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 777,189.44 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 924,807.25 118.9938% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000331022 COUNTIES : CHEROKEE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 07002 |(2) 13022 | |GOOD HOPE CONTRACTING CO., I|MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305A040 1226.000 CYCP| 4.00000 4904.00| 12.50000 15325.00| Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0020 401B108 29419.000 SYCP| 0.80000 23535.20| 0.70000 20593.30| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 4038.000 GAL | 1.25000 5047.50| 1.50000 6057.00| Tack Coat | | | 0040 424A260 5265.000 TON | 29.00000 152685.00| 34.00000 179010.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0050 424A266 500.000 TON | 29.00000 14500.00| 28.00000 14000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0060 424A268 4855.000 TON | 25.41000 123365.55| 22.00000 106810.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0070 424A269 517.000 TON | 29.00000 14993.00| 45.00000 23265.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0080 424B461 10529.000 TON | 25.41000 267541.89| 27.00000 284283.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0090 424B465 1000.000 TON | 35.00000 35000.00| 42.50000 42500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0100 424B472 1032.000 TON | 25.50000 26316.00| 35.00000 36120.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0110 600A000 LUMP| 3508.80000 3508.80| 82500.00000 82500.00| Mobilization | | | 0120 665F000 50.000 EACH| 1.00000 50.00| 3.00000 150.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000331022 COUNTIES : CHEROKEE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 07002 |(2) 13022 | |GOOD HOPE CONTRACTING CO., I|MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 665J000 150.000 LF | 1.00000 150.00| 1.00000 150.00| Silt Fence, Type A | | | 0140 701C000 14.000 MILE| 340.00000 4760.00| 390.00000 5460.00| Broken Temporary Traffic Stripe | | | 0150 701C001 1.000 MILE| 500.00000 500.00| 450.00000 450.00| Solid Temporary Traffic Stripe | | | 0160 702A008 7.000 MILE| 3700.00000 25900.00| 3850.00000 26950.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0170 702A009 7.000 MILE| 3700.00000 25900.00| 3850.00000 26950.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0180 702A010 7.000 MILE| 1850.00000 12950.00| 1950.00000 13650.00| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0190 702B001 6231.000 LF | 1.50000 9346.50| 1.45000 9034.95| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0200 703A002 2524.000 SQFT| 2.50000 6310.00| 2.25000 5679.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 247.000 SQFT| 2.80000 691.60| 3.25000 802.75| Traffic Control Legends, Class 2, Type A| | | 0220 703D001 1188.000 SQFT| 1.30000 1544.40| 1.50000 1782.00| Temporary Traffic Control Markings | | | 0230 705A030 44.000 EACH| 5.25000 231.00| 5.25000 231.00| Pavement Markers, Class A-H, Type 2-C | | | 0240 705A031 449.000 EACH| 5.00000 2245.00| 5.25000 2357.25| Pavement Markers, Class A-H, Type 1-A | | | 0250 740B000 1326.000 SQFT| 9.00000 11934.00| 12.00000 15912.00| Construction Signs | | | 0260 740E000 140.000 EACH| 1.00000 140.00| 5.00000 700.00| Cones (36 Inches High) | | | 0270 740M000 140.000 EACH| 1.00000 140.00| 3.00000 420.00| Weight For Cone | | | 0280 741C010 1.000 EACH| 2000.00000 2000.00| 3665.00000 3665.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0290 998A000 LUMP| 1000.00000 1000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 48,500.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000331022 COUNTIES : CHEROKEE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 07002 |(2) 13022 | |GOOD HOPE CONTRACTING CO., I|MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 777,189.44| $ 924,807.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 777,189.44| $ 924,807.25| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20000331024 COUNTIES : BARBOUR LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-0314(103) for constructing the Resurfacing and Traffic Stripe on C.R.#24 from C.R.#67 to C.R.#79 southwest of Clayton. Length 4.474 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 446,501.02 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 483,364.05 108.2559% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000331024 COUNTIES : BARBOUR LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 23024 | |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 3465.000 GAL | 2.31000 8004.15| 1.75000 6063.75| Tack Coat | | | 0020 429A220 3335.000 TON | 34.35000 114557.25| 39.10000 130398.50| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0030 429A226 879.000 TON | 36.90000 32435.10| 42.10000 37005.90| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0040 429B221 6352.000 TON | 32.61000 207138.72| 36.10000 229307.20| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0050 429B232 1162.000 TON | 34.30000 39856.60| 38.45000 44678.90| Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 600A000 LUMP| 15500.00000 15500.00| 5500.00000 5500.00| Mobilization | | | 0070 701A031 9.000 MILE| 900.00000 8100.00| 900.00000 8100.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0080 701A035 6.000 MILE| 1040.00000 6240.00| 1040.00000 6240.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701A045 4.000 MILE| 600.00000 2400.00| 600.00000 2400.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701C000 4.000 MILE| 280.00000 1120.00| 280.00000 1120.00| Broken Temporary Traffic Stripe | | | 0110 701C001 18.000 MILE| 300.00000 5400.00| 300.00000 5400.00| Solid Temporary Traffic Stripe | | | 0120 703A000 80.000 SQFT| 1.30000 104.00| 1.30000 104.00| Traffic Control Markings, Class 1, Type | | | A | | | 0130 703D002 80.000 SQFT| 1.30000 104.00| 1.30000 104.00| Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000331024 COUNTIES : BARBOUR LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 23024 | |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A032 72.000 EACH| 4.60000 331.20| 4.60000 331.20| Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 447.000 EACH| 4.80000 2145.60| 4.80000 2145.60| Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 231.000 SQFT| 12.40000 2864.40| 15.00000 3465.00| Construction Signs | | | 0170 740E000 50.000 EACH| 2.00000 100.00| 15.00000 750.00| Cones (36 Inches High) | | | 0180 740M000 50.000 EACH| 2.00000 100.00| 5.00000 250.00| Weight For Cone | | | 0190 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 21500.00) | | | SECTION TOTALS | $ 446,501.02| $ 483,364.05| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 446,501.02| $ 483,364.05| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20000331025 COUNTIES : MORGAN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-399(16) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#67 from S.R.#36 (MP 24.10) to Sommerville Road in Priceville (MP 31.50). Length 7.400 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING COMPANY, INC. $ 919,714.55 100.0000% 2 08068 H & L TRUCKING COMPANY, INC. $ 951,772.00 103.4855% 3 23009 WHITAKER CONTRACTING CORPORATION $ 956,249.10 103.9723% 4 02035 BURGREEN CONTRACTING COMPANY, INC. $ 977,233.00 106.2539% 5 07002 GOOD HOPE CONTRACTING CO., INC. $ 986,700.66 107.2833% 6 01018 APAC-ALABAMA, INC. $ 997,347.37 108.4409% 7 19074 S & M EQUIPMENT CO., INC. $ 1,342,946.81 146.0177% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000331025 COUNTIES : MORGAN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 19010 |(2) 08068 |(3) 23009 |SHELBY CONTRACTING COMPANY, |H & L TRUCKING COMPANY, INC.|WHITAKER CONTRACTING CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 89.000 SQYD| 12.00000 1068.00| 20.00000 1780.00| 8.90000 792.10 Removing Concrete Driveway | | | 0020 209A000 16.000 EACH| 65.00000 1040.00| 20.00000 320.00| 40.00000 640.00 Mailbox Reset, Single | | | 0030 210D001 1500.000 CYIP| 6.05000 9075.00| 6.00000 9000.00| 6.50000 9750.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 405A000 4235.000 GAL | 0.10000 423.50| 1.00000 4235.00| 0.80000 3388.00 Tack Coat | | | 0050 408A052 141000.000 SY | 0.29000 40890.00| 0.30000 42300.00| 0.32000 45120.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 408A053 4000.000 SQYD| 0.50000 2000.00| 0.50000 2000.00| 0.32000 1280.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0070 424A260 8000.000 TON | 31.80000 254400.00| 33.00000 264000.00| 31.69000 253520.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0080 424B461 15530.000 TON | 25.63000 398033.90| 24.25000 376602.50| 25.44000 395083.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0090 424B565 50.000 TON | 30.00000 1500.00| 30.00000 1500.00| 30.44000 1522.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0100 424B569 500.000 TON | 25.77000 12885.00| 30.00000 15000.00| 28.44000 14220.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0110 424C270 1900.000 TON | 26.00000 49400.00| 24.30000 46170.00| 28.44000 54036.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0120 430B004 300.000 TNCP| 10.00000 3000.00| 12.50000 3750.00| 11.56000 3468.00 Aggregate Surfacing (AHD #810) | | | 0130 600A000 LUMP| 3276.25000 3276.25| 16500.00000 16500.00| 4800.00000 4800.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000331025 COUNTIES : MORGAN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 19010 |(2) 08068 |(3) 23009 |SHELBY CONTRACTING COMPANY, |H & L TRUCKING COMPANY, INC.|WHITAKER CONTRACTING CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 14.000 MILE| 125.00000 1750.00| 320.00000 4480.00| 340.00000 4760.00 Broken Temporary Traffic Stripe | | | 0150 701C001 87.000 MILE| 170.00000 14790.00| 360.00000 31320.00| 380.00000 33060.00 Solid Temporary Traffic Stripe | | | 0160 702A007 4.000 MILE| 1800.00000 7200.00| 1850.00000 7400.00| 1800.00000 7200.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0170 702A008 16.000 MILE| 3700.00000 59200.00| 3700.00000 59200.00| 3700.00000 59200.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0180 702A009 13.000 MILE| 3700.00000 48100.00| 3700.00000 48100.00| 3700.00000 48100.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0190 702B001 150.000 LF | 1.40000 210.00| 1.40000 210.00| 1.40000 210.00 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0200 703A002 500.000 SQFT| 2.00000 1000.00| 2.50000 1250.00| 2.00000 1000.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 80.000 SQFT| 2.80000 224.00| 3.00000 240.00| 2.90000 232.00 Traffic Control Legends, Class 2, Type A| | | 0220 705A030 50.000 EACH| 4.46000 223.00| 5.25000 262.50| 4.80000 240.00 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A032 875.000 EACH| 4.46000 3902.50| 5.00000 4375.00| 4.80000 4200.00 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 1140.000 EACH| 4.46000 5084.40| 5.25000 5985.00| 4.80000 5472.00 Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 519.000 SQFT| 2.00000 1038.00| 8.00000 4152.00| 8.20000 4255.80 Construction Signs | | | 0260 740E000 100.000 EACH| 0.00000 0.00| 9.90000 990.00| 6.00000 600.00 Cones (36 Inches High) | | | 0270 740M000 100.000 EACH| 0.00000 0.00| 6.50000 650.00| 1.00000 100.00 Weight For Cone | | | 0280 998A000 LUMP| 1.00000 1.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 59,000.00) | | | SECTION TOTALS | $ 919,714.55| $ 951,772.00| $ 956,249.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 919,714.55| $ 951,772.00| $ 956,249.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000331025 COUNTIES : MORGAN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 02035 |(5) 07002 |(6) 01018 |BURGREEN CONTRACTING CO., IN|GOOD HOPE CONTRACTING CO., I|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 89.000 SQYD| 8.00000 712.00| 10.00000 890.00| 21.38000 1902.82 Removing Concrete Driveway | | | 0020 209A000 16.000 EACH| 50.00000 800.00| 50.00000 800.00| 98.34000 1573.44 Mailbox Reset, Single | | | 0030 210D001 1500.000 CYIP| 6.00000 9000.00| 4.00000 6000.00| 9.81000 14715.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 405A000 4235.000 GAL | 1.00000 4235.00| 1.50000 6352.50| 1.33000 5632.55 Tack Coat | | | 0050 408A052 141000.000 SY | 0.10000 14100.00| 0.50000 70500.00| 0.40000 56400.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 408A053 4000.000 SQYD| 2.50000 10000.00| 0.50000 2000.00| 0.89000 3560.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0070 424A260 8000.000 TON | 31.50000 252000.00| 30.17000 241360.00| 33.62000 268960.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0080 424B461 15530.000 TON | 21.50000 333895.00| 26.72000 414961.60| 25.62000 397878.60 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0090 424B565 50.000 TON | 40.00000 2000.00| 50.00000 2500.00| 35.84000 1792.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0100 424B569 500.000 TON | 30.00000 15000.00| 25.00000 12500.00| 29.52000 14760.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0110 424C270 1900.000 TON | 30.00000 57000.00| 27.00000 51300.00| 29.79000 56601.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0120 430B004 300.000 TNCP| 10.00000 3000.00| 11.00000 3300.00| 9.43000 2829.00 Aggregate Surfacing (AHD #810) | | | 0130 600A000 LUMP| 71000.00000 71000.00| 5543.06000 5543.06| 1528.57000 1528.57 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000331025 COUNTIES : MORGAN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 02035 |(5) 07002 |(6) 01018 |BURGREEN CONTRACTING CO., IN|GOOD HOPE CONTRACTING CO., I|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 14.000 MILE| 350.00000 4900.00| 320.00000 4480.00| 340.00000 4760.00 Broken Temporary Traffic Stripe | | | 0150 701C001 87.000 MILE| 390.00000 33930.00| 360.00000 31320.00| 380.00000 33060.00 Solid Temporary Traffic Stripe | | | 0160 702A007 4.000 MILE| 1850.00000 7400.00| 1850.00000 7400.00| 1800.00000 7200.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0170 702A008 16.000 MILE| 3750.00000 60000.00| 3700.00000 59200.00| 3700.00000 59200.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0180 702A009 13.000 MILE| 3750.00000 48750.00| 3700.00000 48100.00| 3700.00000 48100.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0190 702B001 150.000 LF | 1.45000 217.50| 1.40000 210.00| 1.40000 210.00 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0200 703A002 500.000 SQFT| 2.05000 1025.00| 2.50000 1250.00| 2.00000 1000.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 80.000 SQFT| 2.95000 236.00| 3.00000 240.00| 2.90000 232.00 Traffic Control Legends, Class 2, Type A| | | 0220 705A030 50.000 EACH| 5.00000 250.00| 5.25000 262.50| 4.80000 240.00 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A032 875.000 EACH| 4.90000 4287.50| 5.00000 4375.00| 4.80000 4200.00 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 1140.000 EACH| 5.00000 5700.00| 5.25000 5985.00| 4.80000 5472.00 Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 519.000 SQFT| 5.00000 2595.00| 9.00000 4671.00| 10.23000 5309.37 Construction Signs | | | 0260 740E000 100.000 EACH| 1.00000 100.00| 1.00000 100.00| 1.15000 115.00 Cones (36 Inches High) | | | 0270 740M000 100.000 EACH| 1.00000 100.00| 1.00000 100.00| 1.15000 115.00 Weight For Cone | | | 0280 998A000 LUMP| 35000.00000 35000.00| 1000.00000 1000.00| 1.02000 1.02 Construction Fuel (Maximum Bid Limited | | | To $ 59,000.00) | | | SECTION TOTALS | $ 977,233.00| $ 986,700.66| $ 997,347.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 977,233.00| $ 986,700.66| $ 997,347.37 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 025 -6 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000331025 COUNTIES : MORGAN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 19074 | | |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 89.000 SQYD| 4.75000 422.75| | Removing Concrete Driveway | | | 0020 209A000 16.000 EACH| 125.00000 2000.00| | Mailbox Reset, Single | | | 0030 210D001 1500.000 CYIP| 12.50000 18750.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 405A000 4235.000 GAL | 1.20000 5082.00| | Tack Coat | | | 0050 408A052 141000.000 SY | 1.36000 191760.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 408A053 4000.000 SQYD| 4.00000 16000.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0070 424A260 8000.000 TON | 36.90000 295200.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0080 424B461 15530.000 TON | 28.75000 446487.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0090 424B565 50.000 TON | 45.00000 2250.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0100 424B569 500.000 TON | 38.00000 19000.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0110 424C270 1900.000 TON | 37.00000 70300.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0120 430B004 300.000 TNCP| 16.00000 4800.00| | Aggregate Surfacing (AHD #810) | | | 0130 600A000 LUMP| 39500.00000 39500.00| | Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 025 -7 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000331025 COUNTIES : MORGAN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 19074 | | |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 14.000 MILE| 377.60000 5286.40| | Broken Temporary Traffic Stripe | | | 0150 701C001 87.000 MILE| 424.80000 36957.60| | Solid Temporary Traffic Stripe | | | 0160 702A007 4.000 MILE| 2183.00000 8732.00| | Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0170 702A008 16.000 MILE| 4366.00000 69856.00| | Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0180 702A009 13.000 MILE| 4366.00000 56758.00| | Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0190 702B001 150.000 LF | 1.65000 247.50| | Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0200 703A002 500.000 SQFT| 2.95000 1475.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 80.000 SQFT| 3.54000 283.20| | Traffic Control Legends, Class 2, Type A| | | 0220 705A030 50.000 EACH| 6.20000 310.00| | Pavement Markers, Class A-H, Type 2-C | | | 0230 705A032 875.000 EACH| 5.90000 5162.50| | Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 1140.000 EACH| 6.20000 7068.00| | Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 519.000 SQFT| 9.44000 4899.36| | Construction Signs | | | 0260 740E000 100.000 EACH| 10.92000 1092.00| | Cones (36 Inches High) | | | 0270 740M000 100.000 EACH| 7.67000 767.00| | Weight For Cone | | | 0280 998A000 LUMP| 32500.00000 32500.00| | Construction Fuel (Maximum Bid Limited | | | To $ 59,000.00) | | | SECTION TOTALS | $ 1,342,946.81| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,342,946.81| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20000331026 COUNTIES : COVINGTON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-472(5) for constructing the Resurfacing and Traffic Stripe on S.R.#54 from S.R.#9 (U.S.#331) in Florala (MP 0.00) to the Geneva county line (MP 9.216). Length 9.216 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 1,919,019.92 100.0000% 2 01018 APAC-ALABAMA, INC. $ 2,111,272.18 110.0182% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000331026 COUNTIES : COVINGTON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 01018 | |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 206C010 36.000 SQYD| 15.00000 540.00| 51.74000 1862.64| Removing Concrete Driveway | | | 0020 209A000 13.000 EACH| 55.00000 715.00| 61.87000 804.31| Mailbox Reset, Single | | | 0030 210D010 10000.000 CYIP| 5.50000 55000.00| 3.90000 39000.00| Borrow Excavation (A2 or Better) | | | 0040 401B100 149245.000 SYCP| 0.55000 82084.75| 0.58000 86562.10| Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 5224.000 GAL | 1.10000 5746.40| 3.00000 15672.00| Tack Coat | | | 0060 410C000 1.000 EACH| 3500.00000 3500.00| 3431.05000 3431.05| Contractor Retained Profilograph | | | 0070 424A240 8576.000 TON | 32.72000 280606.72| 43.15000 370054.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0080 424A247 12000.000 TON | 31.79000 381480.00| 39.27000 471240.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0090 424B441 17105.000 TON | 31.68000 541886.40| 37.62000 643490.10| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0100 424B450 2296.000 TON | 35.04000 80451.84| 44.05000 101138.80| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Max | | | Aggregate Size Mix, ESAL Range C | | | 0110 424B553 5839.000 TON | 32.94000 192336.66| 37.51000 219020.89| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0120 600A000 LUMP| 175000.00000 175000.00| 44400.00000 44400.00| Mobilization | | | 0130 618B002 36.000 SQYD| 28.00000 1008.00| 49.11000 1767.96| Concrete Driveway, 6" Thick | | | 0140 652A061 34.000 ACRE| 400.00000 13600.00| 380.00000 12920.00| Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000331026 COUNTIES : COVINGTON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 01018 | |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 656A000 34.000 ACRE| 400.00000 13600.00| 380.00000 12920.00| Mulching, Class A, Type 1 | | | 0160 665F000 500.000 EACH| 4.00000 2000.00| 5.00000 2500.00| Hay Bales | | | 0170 665J000 4400.000 LF | 4.00000 17600.00| 3.00000 13200.00| Silt Fence, Type A | | | 0180 680A000 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| Engineering Controls | | | 0190 701A006 19.000 MILE| 480.00000 9120.00| 480.00000 9120.00| Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701A010 6.000 MILE| 270.00000 1620.00| 270.00000 1620.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701A014 10.000 MILE| 480.00000 4800.00| 480.00000 4800.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701C000 18.000 MILE| 300.00000 5400.00| 300.00000 5400.00| Broken Temporary Traffic Stripe | | | 0230 701C001 87.000 MILE| 320.00000 27840.00| 320.00000 27840.00| Solid Temporary Traffic Stripe | | | 0240 701D007 1.000 MILE| 1200.00000 1200.00| 1200.00000 1200.00| Solid Traffic Stripe Removed (Paint) | | | 0250 701D008 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Solid Traffic Stripe Removed (Plastic) | | | 0260 701D014 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| Broken Traffic Stripe Removed (Paint) | | | 0270 701D015 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| Broken Traffic Stripe Removed (Plastic) | | | 0280 703A002 300.000 SQFT| 5.00000 1500.00| 5.00000 1500.00| Traffic Control Markings, Class 2, Type | | | A | | | 0290 703D001 150.000 SQFT| 1.30000 195.00| 1.30000 195.00| Temporary Traffic Control Markings | | | 0300 705A032 254.000 EACH| 4.70000 1193.80| 4.70000 1193.80| Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 824.000 EACH| 4.90000 4037.60| 4.90000 4037.60| Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 733.000 SQFT| 6.75000 4947.75| 10.06000 7373.98| Construction Signs | | | 0330 740E000 35.000 EACH| 5.00000 175.00| 3.56000 124.60| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000331026 COUNTIES : COVINGTON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 01018 | |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740M000 35.000 EACH| 1.00000 35.00| 2.37000 82.95| Weight For Cone | | | 0350 740O000 1.000 EACH| 5000.00000 5000.00| 1500.00000 1500.00| Pilot Car | | | 0360 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 71,500.00) | | | SECTION TOTALS | $ 1,919,019.92| $ 2,111,272.18| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,919,019.92| $ 2,111,272.18| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20000331027 COUNTIES : CHAMBERS LETTING DATE : 03/31/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-0910(103) for constructing the Resurfacing and Traffic Stripe on C.R. #1388 & 1083 from I-85 to C.R. #1489, southwest of Lanett. Length - 6.194 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING CO., INC. $ 704,222.63 100.0000% 2 01019 APAC-GEORGIA, INC. $ 714,944.40 101.5224% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000331027 COUNTIES : CHAMBERS LETTING DATE : 03/31/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 05002 |(2) 01019 | |EAST ALABAMA PAVING CO., INC|APAC-GEORGIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 7200.000 GAL | 1.00000 7200.00| 1.40000 10080.00| Tack Coat | | | 0020 429A200 4621.000 TON | 38.47000 177769.87| 38.70000 178832.70| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A206 2400.000 TON | 39.52000 94848.00| 37.59000 90216.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 429B201 8402.000 TON | 35.53000 298523.06| 34.18000 287180.36| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0050 429B205 100.000 TON | 80.00000 8000.00| 110.00000 11000.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429C211 1773.000 TON | 0.00000 0.00| 37.38000 66274.74| Improved Bituminous Concrete Base Layer,| | | Widening, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 34555.00000 34555.00| 18400.00000 18400.00| Mobilization | | | 0080 630A000 125.000 LF | 16.00000 2000.00| 16.00000 2000.00| Steel Beam Guardrail, Class A, Type 1 | | | 0090 630C070 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| Guardrail End Anchor, Type 10 Series | | | 0100 701A031 13.000 MILE| 980.00000 12740.00| 980.00000 12740.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0110 701A035 9.000 MILE| 1280.00000 11520.00| 1060.00000 9540.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 4.000 MILE| 790.00000 3160.00| 600.00000 2400.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701C000 8.000 MILE| 280.00000 2240.00| 340.00000 2720.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000331027 COUNTIES : CHAMBERS LETTING DATE : 03/31/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 05002 |(2) 01019 | |EAST ALABAMA PAVING CO., INC|APAC-GEORGIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C001 18.000 MILE| 350.00000 6300.00| 380.00000 6840.00| Solid Temporary Traffic Stripe | | | 0150 703A002 242.000 SQFT| 2.30000 556.60| 2.50000 605.00| Traffic Control Markings, Class 2, Type | | | A | | | 0160 703B002 137.000 SQFT| 2.70000 369.90| 2.80000 383.60| Traffic Control Legends, Class 2, Type A| | | 0170 705A032 180.000 EACH| 4.00000 720.00| 5.00000 900.00| Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 614.000 EACH| 4.30000 2640.20| 5.25000 3223.50| Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 218.000 SQFT| 10.00000 2180.00| 7.00000 1526.00| Construction Signs | | | 0200 740E000 50.000 EACH| 10.00000 500.00| 13.65000 682.50| Cones (36 Inches High) | | | 0210 740O000 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| Pilot Car | | | 0220 998A000 LUMP| 30500.00000 30500.00| 1000.00000 1000.00| Construction Fuel (Maximum Bid Limited | | | To $ 30,500.00) | | | SECTION TOTALS | $ 704,222.63| $ 714,944.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 704,222.63| $ 714,944.40| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20000331028 COUNTIES : CLARKE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1309(106) for constructing the Resurfacing and Traffic Stripe on C.R.#48 from S.R.#69 at Morvin east to Bashi Church. Length - 5.900 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 581,436.85 100.0000% 2 19100 SOUTHWEST ALABAMA CONSTRUCTION, LLC $ 627,972.76 108.0036% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000331028 COUNTIES : CLARKE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 19100 | |HOSEA O. WEAVER & SONS, INC.|SOUTHWEST ALABAMA CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 327B020 89.000 TON | 65.61000 5839.29| 57.02000 5074.78| Plant Mix Bituminous Base, Patching, | | | Mix 1 | | | 0020 327D020 611.000 TON | 37.74000 23059.14| 36.72000 22435.92| Plant Mix Bituminous Base, Widening, | | | Mix 1 | | | 0030 401B108 38432.000 SYCP| 0.82000 31514.24| 0.82000 31514.24| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 4575.000 GAL | 0.65000 2973.75| 0.65000 2973.75| Tack Coat | | | 0050 414A020 8576.000 TON | 33.32000 285752.32| 35.27000 302475.52| Bituminous Concrete Binder Layer, Mix 1 | | | 0060 416A020 3907.000 TON | 36.21000 141472.47| 35.84000 140026.88| Bituminous Concrete Wearing Surface, | | | Mix 1 | | | 0070 416C020 295.000 TON | 39.04000 11516.80| 36.01000 10622.95| Bituminous Concrete Plant Mix, Leveling,| | | Mix 1 | | | 0080 600A000 LUMP| 16922.38000 16922.38| 28902.52000 28902.52| Mobilization | | | 0090 630A000 675.000 LF | 16.49000 11130.75| 21.00000 14175.00| Steel Beam Guardrail, Class A, Type 1 | | | 0100 630C070 20.000 EACH| 1649.44000 32988.80| 1850.00000 37000.00| Guardrail End Anchor, Type 10 Series | | | 0110 701A004 12.000 MILE| 293.81000 3525.72| 300.00000 3600.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0120 701A008 2.000 MILE| 309.27000 618.54| 180.00000 360.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0130 701A012 9.000 MILE| 293.81000 2644.29| 300.00000 2700.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0140 701C000 6.000 MILE| 206.18000 1237.08| 320.00000 1920.00| Broken Temporary Traffic Stripe | | | 0150 701C001 25.000 MILE| 257.73000 6443.25| 340.00000 8500.00| Solid Temporary Traffic Stripe | | | 0160 703A000 66.000 SQFT| 4.12000 271.92| 1.50000 99.00| Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000331028 COUNTIES : CLARKE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 19100 | |HOSEA O. WEAVER & SONS, INC.|SOUTHWEST ALABAMA CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 740B000 160.000 SQFT| 11.16000 1785.60| 8.00000 1280.00| Construction Signs | | | 0180 740E000 25.000 EACH| 11.65000 291.25| 10.00000 250.00| Cones (36 Inches High) | | | 0190 740O000 1.000 EACH| 1449.26000 1449.26| 750.00000 750.00| Pilot Car | | | 0200 998A000 LUMP| 0.00000 0.00| 13312.20000 13312.20| Construction Fuel (Maximum Bid Limited | | | To $ 31,000.00) | | | SECTION TOTALS | $ 581,436.85| $ 627,972.76| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 581,436.85| $ 627,972.76| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20000331029 COUNTIES : COFFEE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1600(21) for constructing the Resurfacing, Traffic Stripe, and Guardrail on C.R. #474 from S.R. #189 to C.R. #460, east of Kinston. Length - 4.359 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 290,346.07 100.0000% 2 01018 APAC-ALABAMA, INC. $ 317,465.18 109.3402% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 339,574.55 116.9551% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20000331029 COUNTIES : COFFEE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 01018 |(3) 23024 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 2.000 SQYD| 250.00000 500.00| 110.00000 220.00| 25.00000 50.00 Removing Concrete Driveway | | | 0020 206D001 125.000 LF | 2.00000 250.00| 2.00000 250.00| 2.00000 250.00 Removing Guardrail | | | 0030 305A000 2238.000 CYCP| 5.00000 11190.00| 5.00000 11190.00| 6.50000 14547.00 Borrow, Section 210, A-4 or Better, For | | | Miscellaneous Use | | | 0040 405A000 1559.000 GAL | 1.10000 1714.90| 2.51000 3913.09| 1.95000 3040.05 Tack Coat | | | 0050 429A201 3876.000 TON | 31.00000 120156.00| 38.11000 147714.36| 40.95000 158722.20 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A207 1238.000 TON | 35.48000 43924.24| 38.55000 47724.90| 42.10000 52119.80 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 429B212 813.000 TON | 34.18000 27788.34| 38.07000 30950.91| 43.50000 35365.50 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 600A000 LUMP| 26173.59000 26173.59| 15500.00000 15500.00| 14500.00000 14500.00 Mobilization | | | 0090 630A000 725.000 LF | 13.00000 9425.00| 13.00000 9425.00| 13.00000 9425.00 Steel Beam Guardrail, Class A, Type 1 | | | 0100 630A004 125.000 LF | 24.00000 3000.00| 24.00000 3000.00| 24.00000 3000.00 Steel Beam Guardrail, Class B, Type 2 | | | 0110 630C022 8.000 EACH| 1600.00000 12800.00| 1600.00000 12800.00| 1600.00000 12800.00 Guardrail End Anchor, Type Special | | | 0120 630C070 10.000 EACH| 1300.00000 13000.00| 1300.00000 13000.00| 1300.00000 13000.00 Guardrail End Anchor, Type 10 Series | | | 0130 652A061 4.000 ACRE| 400.00000 1600.00| 420.00000 1680.00| 420.00000 1680.00 Seeding (Mix 3E) | | | 0140 656A000 4.000 ACRE| 400.00000 1600.00| 380.00000 1520.00| 380.00000 1520.00 Mulching, Class A, Type 1 | | | 0150 701A004 9.000 MILE| 300.00000 2700.00| 300.00000 2700.00| 300.00000 2700.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0160 701A035 6.000 MILE| 1000.00000 6000.00| 1000.00000 6000.00| 1000.00000 6000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20000331029 COUNTIES : COFFEE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 01018 |(3) 23024 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 701A045 2.000 MILE| 580.00000 1160.00| 580.00000 1160.00| 580.00000 1160.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 4.000 MILE| 280.00000 1120.00| 280.00000 1120.00| 280.00000 1120.00 Broken Temporary Traffic Stripe | | | 0190 701C001 12.000 MILE| 300.00000 3600.00| 300.00000 3600.00| 300.00000 3600.00 Solid Temporary Traffic Stripe | | | 0200 703A002 118.000 SQFT| 5.00000 590.00| 5.00000 590.00| 5.00000 590.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 740B000 159.000 SQFT| 6.00000 954.00| 13.88000 2206.92| 15.00000 2385.00 Construction Signs | | | 0220 740E000 50.000 EACH| 1.00000 50.00| 2.00000 100.00| 15.00000 750.00 Cones (36 Inches High) | | | 0230 740M000 50.000 EACH| 1.00000 50.00| 2.00000 100.00| 5.00000 250.00 Weight For Cone | | | 0240 740O000 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Pilot Car | | | 0250 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 14,500.00) | | | SECTION TOTALS | $ 290,346.07| $ 317,465.18| $ 339,574.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 290,346.07| $ 317,465.18| $ 339,574.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20000331030 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPSA-1708(1) for constructing the Guardrail Replacement on C.R. #65 at Little Bear Creek, southwest of Tuscumbia. Length - 0.089 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01010 ALABAMA GUARDRAIL, INC. $ 24,350.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20000331030 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 01010 | | |ALABAMA GUARDRAIL, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D001 136.000 M | 1.25000 170.00| | Removing Guardrail | | | 0020 600A000 LUMP| 500.00000 500.00| | Mobilization | | | 0030 630A000 46.000 M | 33.00000 1518.00| | Steel Beam Guardrail, Class A, Type 1 | | | 0040 630A004 136.000 M | 42.00000 5712.00| | Steel Beam Guardrail, Class B, Type 2 | | | 0050 630C022 4.000 EACH| 1850.00000 7400.00| | Guardrail End Anchor, Type Special | | | 0060 630C070 4.000 EACH| 1200.00000 4800.00| | Guardrail End Anchor, Type 10 Series | | | 0070 680A000 LUMP| 1000.00000 1000.00| | Engineering Controls | | | 0080 740B000 11.000 M2 | 250.00000 2750.00| | Construction Signs | | | 0090 740E000 10.000 EACH| 30.00000 300.00| | Cones (900 mm High) | | | 0100 740M000 10.000 EACH| 10.00000 100.00| | Ballast For Cone | | | 0110 998A000 LUMP| 100.00000 100.00| | Construction Fuel (Maximum Bid Limited | | | To $ 750.00) | | | SECTION TOTALS | $ 24,350.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 24,350.00| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20000331031 COUNTIES : COOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1910(105) for constructing the Resurfacing and Traffic Stripe on C.R.#49 from U.S.#231 at Hanover northeast to Mt. Olive. Length 6.241 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 270,203.00 100.0000% 2 04013 DUNN CONSTRUCTION CO., INC. $ 312,884.16 115.7959% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20000331031 COUNTIES : COOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 04 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 405A000 3000.000 GAL | 0.00000 0.00| 0.97000 2910.00| Tack Coat | | | 0020 429A201 5900.000 TON | 31.45000 185555.00| 33.51000 197709.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A204 300.000 TON | 44.95000 13485.00| 55.15000 16545.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 429A206 1300.000 TON | 33.00000 42900.00| 40.00000 52000.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 0.00000 0.00| 10394.98000 10394.98| Mobilization | | | 0060 630A000 150.000 LF | 12.50000 1875.00| 14.27000 2140.50| Steel Beam Guardrail, Class A, Type 1 | | | 0070 630C070 2.000 EACH| 1285.00000 2570.00| 1466.79000 2933.58| Guardrail End Anchor, Type 10 Series | | | 0080 701A004 12.000 MILE| 290.00000 3480.00| 331.02000 3972.24| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0090 701A008 3.000 MILE| 180.00000 540.00| 205.46000 616.38| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0100 701A012 9.000 MILE| 310.00000 2790.00| 353.85000 3184.65| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701C000 6.000 MILE| 310.00000 1860.00| 353.85000 2123.10| Broken Temporary Traffic Stripe | | | 0120 701C001 18.000 MILE| 390.00000 7020.00| 445.17000 8013.06| Solid Temporary Traffic Stripe | | | 0130 703A000 198.000 SQFT| 2.00000 396.00| 2.29000 453.42| Traffic Control Markings, Class 1, Type | | | A | | | 0140 740B000 186.000 SQFT| 12.00000 2232.00| 10.29000 1913.94| Construction Signs | | | 0150 740O000 1.000 EACH| 0.00000 0.00| 1924.50000 1924.50| Pilot Car | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20000331031 COUNTIES : COOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 998A000 LUMP| 5500.00000 5500.00| 6049.81000 6049.81| Construction Fuel (Maximum Bid Limited | | | To $ 15500.00) | | | SECTION TOTALS | $ 270,203.00| $ 312,884.16| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 270,203.00| $ 312,884.16| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20000331032 COUNTIES : ESCAMBIA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-2700(12) for constructing the Resurfacing and Traffic Stripe on Ross Gate Road from S.R. #21 to C.R. #45 northeast of Poarch. Length - 3.056 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 214,191.88 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 221,570.50 103.4448% 3 01018 APAC-ALABAMA, INC. $ 227,636.00 106.2766% 4 23007 M.C. WILLIAMS CONTRACTING CO., INC. $ 249,852.60 116.6489% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000331032 COUNTIES : ESCAMBIA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 |(3) 01018 |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 212A000 323.000 STA | 16.32000 5271.36| 60.00000 19380.00| 31.00000 10013.00 Machine Grading Shoulders | | | 0020 405A000 1420.000 GAL | 0.65000 923.00| 0.90000 1278.00| 1.65000 2343.00 Tack Coat | | | 0030 429A201 3000.000 TON | 38.54000 115620.00| 39.40000 118200.00| 43.50000 130500.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A207 360.000 TON | 45.84000 16502.40| 40.50000 14580.00| 48.40000 17424.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429C210 580.000 TON | 40.66000 23582.80| 38.70000 22446.00| 43.70000 25346.00 Improved Bituminous Concrete Base Layer,| | | Widening, 1" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 600A000 LUMP| 17731.96000 17731.96| 5240.00000 5240.00| 9500.00000 9500.00 Mobilization | | | 0070 630A000 200.000 LF | 21.65000 4330.00| 22.00000 4400.00| 21.00000 4200.00 Steel Beam Guardrail, Class A, Type 1 | | | 0080 630C070 8.000 EACH| 1649.44000 13195.52| 1675.00000 13400.00| 1600.00000 12800.00 Guardrail End Anchor, Type 10 Series | | | 0090 701A031 7.000 MILE| 953.58000 6675.06| 970.00000 6790.00| 920.00000 6440.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 2.000 MILE| 1365.95000 2731.90| 1107.00000 2214.00| 1050.00000 2100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 3.000 MILE| 561.84000 1685.52| 632.00000 1896.00| 600.00000 1800.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 6.000 MILE| 216.49000 1298.94| 358.00000 2148.00| 340.00000 2040.00 Broken Temporary Traffic Stripe | | | 0130 701C001 4.000 MILE| 319.58000 1278.32| 400.00000 1600.00| 380.00000 1520.00 Solid Temporary Traffic Stripe | | | 0140 703A002 64.000 SQFT| 1.65000 105.60| 5.25000 336.00| 5.00000 320.00 Traffic Control Markings, Class 2, Type | | | A | | | 0150 740B000 150.000 SQFT| 13.65000 2047.50| 14.25000 2137.50| 7.00000 1050.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000331032 COUNTIES : ESCAMBIA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 |(3) 01018 |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740E000 60.000 EACH| 12.58000 754.80| 6.25000 375.00| 2.00000 120.00 Cones (36 Inches High) | | | 0170 740M000 60.000 EACH| 7.62000 457.20| 2.50000 150.00| 2.00000 120.00 Weight For Cone | | | 0180 998A000 LUMP| 0.00000 0.00| 5000.00000 5000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 9500.00) | | | SECTION TOTALS | $ 214,191.88| $ 221,570.50| $ 227,636.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 214,191.88| $ 221,570.50| $ 227,636.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000331032 COUNTIES : ESCAMBIA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 23007 | | |M.C. WILLIAMS CONTRACTING CO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 212A000 323.000 STA | 27.50000 8882.50| | Machine Grading Shoulders | | | 0020 405A000 1420.000 GAL | 0.75000 1065.00| | Tack Coat | | | 0030 429A201 3000.000 TON | 42.65000 127950.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A207 360.000 TON | 46.85000 16866.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429C210 580.000 TON | 46.27000 26836.60| | Improved Bituminous Concrete Base Layer,| | | Widening, 1" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 600A000 LUMP| 24700.00000 24700.00| | Mobilization | | | 0070 630A000 200.000 LF | 49.50000 9900.00| | Steel Beam Guardrail, Class A, Type 1 | | | 0080 630C070 8.000 EACH| 1700.00000 13600.00| | Guardrail End Anchor, Type 10 Series | | | 0090 701A031 7.000 MILE| 1000.00000 7000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 2.000 MILE| 1000.00000 2000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 3.000 MILE| 850.00000 2550.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 6.000 MILE| 220.00000 1320.00| | Broken Temporary Traffic Stripe | | | 0130 701C001 4.000 MILE| 250.00000 1000.00| | Solid Temporary Traffic Stripe | | | 0140 703A002 64.000 SQFT| 10.00000 640.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0150 740B000 150.000 SQFT| 15.25000 2287.50| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000331032 COUNTIES : ESCAMBIA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 23007 | | |M.C. WILLIAMS CONTRACTING CO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740E000 60.000 EACH| 4.50000 270.00| | Cones (36 Inches High) | | | 0170 740M000 60.000 EACH| 2.25000 135.00| | Weight For Cone | | | 0180 998A000 LUMP| 2850.00000 2850.00| | Construction Fuel (Maximum Bid Limited | | | To $ 9500.00) | | | SECTION TOTALS | $ 249,852.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 249,852.60| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20000331033 COUNTIES : FRANKLIN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-3022(1) for constructing the Resurfacing and Traffic Stripe on S.R. #247 from M.P. 0.00 at S.R. #24 to M.P. 5.00, northeast of Red Bay. Length - 4.956 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 567,565.54 100.0000% 2 08068 H & L TRUCKING COMPANY, INC. $ 582,467.90 102.6256% 3 19074 S & M EQUIPMENT CO., INC. $ 595,091.65 104.8498% 4 18031 ROGERS GROUP, INC. $ 644,565.50 113.5667% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20000331033 COUNTIES : FRANKLIN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 08068 |(3) 19074 |APAC-ALABAMA, INC. |H & L TRUCKING COMPANY, INC.|S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305B060 623.000 TCIP| 12.00000 7476.00| 13.50000 8410.50| 11.00000 6853.00 Crushed Aggregate, Section 825, Type B | | | For Miscellaneous Use | | | 0020 405A000 2757.000 GAL | 1.50000 4135.50| 1.00000 2757.00| 1.25000 3446.25 Tack Coat | | | 0030 424A240 5002.000 TON | 34.73000 173719.46| 35.00000 175070.00| 34.70000 173569.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0040 424A246 100.000 TON | 34.48000 3448.00| 35.00000 3500.00| 35.00000 3500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0050 424B441 10004.000 TON | 23.56000 235694.24| 27.00000 270108.00| 24.75000 247599.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0060 424B445 200.000 TON | 43.89000 8778.00| 35.00000 7000.00| 32.00000 6400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0070 424B449 100.000 TON | 34.74000 3474.00| 35.00000 3500.00| 36.00000 3600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Max | | | Aggregate Size Mix, ESAL Range C | | | 0080 600A000 LUMP| 28268.00000 28268.00| 8500.00000 8500.00| 25000.00000 25000.00 Mobilization | | | 0090 665F000 25.000 EACH| 1.00000 25.00| 5.00000 125.00| 4.00000 100.00 Hay Bales | | | 0100 665J000 400.000 LF | 1.00000 400.00| 5.00000 2000.00| 3.20000 1280.00 Silt Fence, Type A | | | 0110 701C000 6.000 MILE| 400.00000 2400.00| 340.00000 2040.00| 395.00000 2370.00 Broken Temporary Traffic Stripe | | | 0120 701C001 33.000 MILE| 450.00000 14850.00| 380.00000 12540.00| 425.00000 14025.00 Solid Temporary Traffic Stripe | | | 0130 701G125 580.000 LF | 4.50000 2610.00| 5.20000 3016.00| 5.75000 3335.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701G129 290.000 LF | 4.50000 1305.00| 4.00000 1160.00| 5.00000 1450.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20000331033 COUNTIES : FRANKLIN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 08068 |(3) 19074 |APAC-ALABAMA, INC. |H & L TRUCKING COMPANY, INC.|S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701H000 580.000 LF | 1.00000 580.00| 2.50000 1450.00| 5.00000 2900.00 Solid Traffic Stripe Removed (Paint) | | | 0160 701H005 290.000 LF | 1.00000 290.00| 2.00000 580.00| 5.00000 1450.00 Broken Traffic Stripe Removed (Paint) | | | 0170 702A007 3.000 MILE| 2000.00000 6000.00| 2000.00000 6000.00| 2500.00000 7500.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0180 702A008 10.000 MILE| 3800.00000 38000.00| 3700.00000 37000.00| 4000.00000 40000.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0190 702A009 7.000 MILE| 3800.00000 26600.00| 3700.00000 25900.00| 3850.00000 26950.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0200 703A002 612.000 SQFT| 2.00000 1224.00| 2.50000 1530.00| 3.00000 1836.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703D001 432.000 SQFT| 1.50000 648.00| 1.30000 561.60| 2.00000 864.00 Temporary Traffic Control Markings | | | 0220 705A032 137.000 EACH| 5.00000 685.00| 5.00000 685.00| 5.50000 753.50 Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 459.000 EACH| 5.00000 2295.00| 5.20000 2386.80| 6.00000 2754.00 Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 481.000 SQFT| 8.14000 3915.34| 8.00000 3848.00| 9.00000 4329.00 Construction Signs | | | 0250 740E000 50.000 EACH| 1.00000 50.00| 5.00000 250.00| 12.00000 600.00 Cones (36 Inches High) | | | 0260 740M000 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 7.55000 377.50 Weight For Cone | | | 0270 740O000 1.000 EACH| 645.00000 645.00| 2500.00000 2500.00| 3750.00000 3750.00 Pilot Car | | | 0280 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 8500.00000 8500.00 Construction Fuel (Maximum Bid Limited | | | To $ 37,000.00) | | | SECTION TOTALS | $ 567,565.54| $ 582,467.90| $ 595,091.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 567,565.54| $ 582,467.90| $ 595,091.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20000331033 COUNTIES : FRANKLIN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305B060 623.000 TCIP| 13.50000 8410.50| | Crushed Aggregate, Section 825, Type B | | | For Miscellaneous Use | | | 0020 405A000 2757.000 GAL | 1.00000 2757.00| | Tack Coat | | | 0030 424A240 5002.000 TON | 34.00000 170068.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0040 424A246 100.000 TON | 37.00000 3700.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0050 424B441 10004.000 TON | 30.00000 300120.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0060 424B445 200.000 TON | 40.00000 8000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0070 424B449 100.000 TON | 37.00000 3700.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Max | | | Aggregate Size Mix, ESAL Range C | | | 0080 600A000 LUMP| 17093.00000 17093.00| | Mobilization | | | 0090 665F000 25.000 EACH| 20.00000 500.00| | Hay Bales | | | 0100 665J000 400.000 LF | 4.00000 1600.00| | Silt Fence, Type A | | | 0110 701C000 6.000 MILE| 400.00000 2400.00| | Broken Temporary Traffic Stripe | | | 0120 701C001 33.000 MILE| 500.00000 16500.00| | Solid Temporary Traffic Stripe | | | 0130 701G125 580.000 LF | 4.50000 2610.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701G129 290.000 LF | 45.00000 13050.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20000331033 COUNTIES : FRANKLIN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18031 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701H000 580.000 LF | 1.00000 580.00| | Solid Traffic Stripe Removed (Paint) | | | 0160 701H005 290.000 LF | 1.00000 290.00| | Broken Traffic Stripe Removed (Paint) | | | 0170 702A007 3.000 MILE| 2500.00000 7500.00| | Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0180 702A008 10.000 MILE| 3800.00000 38000.00| | Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0190 702A009 7.000 MILE| 3800.00000 26600.00| | Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0200 703A002 612.000 SQFT| 2.00000 1224.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0210 703D001 432.000 SQFT| 1.50000 648.00| | Temporary Traffic Control Markings | | | 0220 705A032 137.000 EACH| 5.00000 685.00| | Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 459.000 EACH| 5.00000 2295.00| | Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 481.000 SQFT| 10.00000 4810.00| | Construction Signs | | | 0250 740E000 50.000 EACH| 10.00000 500.00| | Cones (36 Inches High) | | | 0260 740M000 50.000 EACH| 5.00000 250.00| | Weight For Cone | | | 0270 740O000 1.000 EACH| 100.00000 100.00| | Pilot Car | | | 0280 998A000 LUMP| 10575.00000 10575.00| | Construction Fuel (Maximum Bid Limited | | | To $ 37,000.00) | | | SECTION TOTALS | $ 644,565.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 644,565.50| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20000331035 COUNTIES : MACON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-4407(102) for constructing the Resurfacing and Traffic Stripe on S.R. STPAA-4410(103) #8 (U.S. #80) from the Montgomery/Macon County Line at M.P. 153.308 to the beginning of the four-lane section at M.P. 167.253, and on S.R. 138 from I-85 at M.P. 0.000 to the intersection of S.R. #8 (U.S. #80) at M.P. 0.785, in Shorter. Length - 14.730 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,349,033.80 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20000331035 COUNTIES : MACON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D001 6000.000 CYIP| 10.00000 60000.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 401B100 141550.000 SYCP| 0.55000 77852.50| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 7250.000 GAL | 1.04000 7540.00| | Tack Coat | | | 0040 424A241 19400.000 TON | 33.89000 657466.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0050 424A247 2100.000 TON | 33.22000 69762.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0060 424B445 550.000 TON | 62.00000 34100.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0070 427B001 31870.000 LF | 2.89000 92104.30| | Waterproofing Bituminous Pavement | | | Joints(Pave Prep) | | | 0080 600A000 LUMP| 48650.00000 48650.00| | Mobilization | | | 0090 652A056 21.000 ACRE| 450.00000 9450.00| | Seeding (Mix 2E) | | | 0100 656A000 21.000 ACRE| 450.00000 9450.00| | Mulching, Class A, Type 1 | | | 0110 665F000 125.000 EACH| 5.00000 625.00| | Hay Bales | | | 0120 665J000 1050.000 LF | 2.50000 2625.00| | Silt Fence, Type A | | | 0130 701C000 29.000 MILE| 340.00000 9860.00| | Broken Temporary Traffic Stripe | | | 0140 701C001 58.000 MILE| 380.00000 22040.00| | Solid Temporary Traffic Stripe | | | 0150 701F000 500.000 LF | 0.30000 150.00| | Dotted Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20000331035 COUNTIES : MACON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701G125 3301.000 LF | 5.20000 17165.20| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701G129 1518.000 LF | 1.50000 2277.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G133 265.000 LF | 5.60000 1484.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701H001 3566.000 LF | 0.50000 1783.00| | Solid Traffic Stripe Removed (Plastic) | | | 0200 701H006 1518.000 LF | 0.40000 607.20| | Broken Traffic Stripe Removed (Plastic) | | | 0210 702A007 13.000 MILE| 1850.00000 24050.00| | Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0220 702A008 30.000 MILE| 3700.00000 111000.00| | Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0230 702A009 10.000 MILE| 3700.00000 37000.00| | Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0240 702A010 1.000 MILE| 1850.00000 1850.00| | Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0250 702B001 500.000 LF | 1.50000 750.00| | Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0260 703A002 5100.000 SQFT| 2.50000 12750.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0270 703B002 278.000 SQFT| 3.00000 834.00| | Traffic Control Legends, Class 2, Type A| | | 0280 703D001 5100.000 SQFT| 1.30000 6630.00| | Temporary Traffic Control Markings | | | 0290 703E001 278.000 SQFT| 1.30000 361.40| | Temporary Traffic Control Legends | | | 0300 705A030 70.000 EACH| 5.00000 350.00| | Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 70.000 EACH| 4.80000 336.00| | Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20000331035 COUNTIES : MACON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 705A032 1140.000 EACH| 4.80000 5472.00| | Pavement Markers, Class A-H, Type 1-B | | | 0330 705A037 580.000 EACH| 5.00000 2900.00| | Pavement Markers, Class A-H, Type 2-D | | | 0340 705A038 100.000 EACH| 5.00000 500.00| | Pavement Markers, Class A-H, Type 2-E | | | 0350 740B000 1304.000 SQFT| 9.80000 12779.20| | Construction Signs | | | 0360 740E000 400.000 EACH| 7.00000 2800.00| | Cones (36 Inches High) | | | 0370 740M000 400.000 EACH| 4.20000 1680.00| | Weight For Cone | | | 0380 741C010 2.000 EACH| 1000.00000 2000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0390 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 57000.00) | | | SECTION TOTALS | $ 1,349,033.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,349,033.80| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20000331036 COUNTIES : MADISON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BRZ-4500(28) for constructing the Bridge Culvert Replacement and Approaches over Swan Pond Creek on Zierdt Road, southwest of Huntsville. Length = 0.120 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 129,646.95 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 147,374.22 113.6734% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000331036 COUNTIES : MADISON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 13004 |(2) 04009 | |MILLER & MILLER, 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 206B000 LUMP| 7000.00000 7000.00| 4000.00000 4000.00| Removal Of Old Box Culvert, Station | | | 50+41.945 | | | 0020 210A000 60.000 M3 | 15.00000 900.00| 35.75000 2145.00| Unclassified Excavation | | | 0030 210D001 1085.000 M3 | 9.25000 10036.25| 10.07000 10925.95| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 214A000 270.000 M3 | 13.00000 3510.00| 14.00000 3780.00| Structure Excavation | | | 0050 214B001 88.000 M3 | 17.00000 1496.00| 28.00000 2464.00| Foundation Backfill, Commercial | | | 0060 301E008 220.000 MTON| 17.75000 3905.00| 18.22000 4008.40| Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0070 401A000 84.000 M2 | 3.25000 273.00| 6.54000 549.36| Bituminous Treatment A | | | 0080 405A000 515.000 L | 0.40000 206.00| 0.58000 298.70| Tack Coat | | | 0090 429A200 100.000 MTON| 63.00000 6300.00| 90.75000 9075.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 429B201 34.000 MTON| 60.00000 2040.00| 67.61000 2298.74| Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0110 429B212 56.000 MTON| 49.00000 2744.00| 66.97000 3750.32| Improved Bituminous Concrete Binder | | | Layer, Widening, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0120 429C201 36.000 MTON| 57.00000 2052.00| 67.22000 2419.92| Improved Bituminous Concrete Base Layer,| | | 37.5 mm Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 429C211 134.000 MTON| 50.00000 6700.00| 66.82000 8953.88| Improved Bituminous Concrete Base Layer,| | | Widening, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000331036 COUNTIES : MADISON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 13004 |(2) 04009 | |MILLER & MILLER, INC. |W. W. DYAR & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 502A000 9917.000 KG | 1.10000 10908.70| 1.20000 11900.40| Steel Reinforcement | | | 0150 524A011 96.000 M3 | 346.00000 33216.00| 475.00000 45600.00| Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 11000.00000 11000.00| 6500.00000 6500.00| Mobilization | | | 0170 610C001 90.000 MTON| 26.00000 2340.00| 30.00000 2700.00| Loose Riprap, Class 2 | | | 0180 610D002 50.000 M2 | 10.50000 525.00| 5.00000 250.00| Filter Blanket, Geotextile (Non-Woven) | | | 0190 630A000 46.000 M | 60.00000 2760.00| 63.80000 2934.80| Steel Beam Guardrail, Class A, Type 1 | | | 0200 630C050 4.000 EACH| 1855.00000 7420.00| 1980.00000 7920.00| Guardrail End Anchor, Type 20 Series | | | 0210 650A000 315.000 M3 | 13.00000 4095.00| 9.35000 2945.25| Topsoil | | | 0220 652A053 1.000 HA | 4000.00000 4000.00| 4538.00000 4538.00| Seeding (Mix 1E) | | | 0230 665F000 16.000 EACH| 10.00000 160.00| 5.00000 80.00| Hay Bales | | | 0240 665J000 68.000 M | 10.00000 680.00| 18.00000 1224.00| Silt Fence, Type A | | | 0250 680A000 LUMP| 1300.00000 1300.00| 1000.00000 1000.00| Engineering Controls | | | 0260 701A030 1.000 KM | 380.00000 380.00| 412.50000 412.50| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0270 701A034 1.000 KM | 380.00000 380.00| 412.50000 412.50| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0280 705A037 25.000 EACH| 8.00000 200.00| 5.50000 137.50| Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 18.000 M2 | 90.00000 1620.00| 125.00000 2250.00| Construction Signs | | | 0300 740F002 4.000 EACH| 210.00000 840.00| 200.00000 800.00| Barricades, Type III | | | 0310 740I005 4.000 EACH| 165.00000 660.00| 150.00000 600.00| Warning Lights, Type B (Detachable Head)| | | 0320 998A000 LUMP| 0.00000 0.00| 500.00000 500.00| Construction Fuel (Maximum Bid Limited | | | To $ 5500.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000331036 COUNTIES : MADISON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 13004 |(2) 04009 | |MILLER & MILLER, INC. |W. W. DYAR & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 129,646.95| $ 147,374.22| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 129,646.95| $ 147,374.22| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20000331038 COUNTIES : MONROE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-5000(6) for constructing the Resurfacing, Traffic Stripe, and Guardrail on C.R. #7 from C.R. #45 at Goodway to C.R. #18 at Wildfork, south of Frisco City. Length - 6.178 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 414,856.88 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 415,850.20 100.2394% 3 01018 APAC-ALABAMA, INC. $ 458,791.15 110.5902% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000331038 COUNTIES : MONROE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 23011 |(3) 01018 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC.|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B100 79168.000 SYCP| 0.56000 44334.08| 0.63000 49875.84| 0.65000 51459.20 Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 2591.000 GAL | 0.82000 2124.62| 0.65000 1684.15| 1.75000 4534.25 Tack Coat | | | 0030 429A220 4354.000 TON | 38.10000 165887.40| 37.15000 161751.10| 43.90000 191140.60 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0040 429A226 1188.000 TON | 38.40000 45619.20| 39.35000 46747.80| 45.25000 53757.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0050 429C231 2159.000 TON | 35.62000 76903.58| 36.15000 78047.85| 45.90000 99098.10 Improved Bituminous Concrete Base Layer,| | | Widening, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 600A000 LUMP| 1325.00000 1325.00| 18576.10000 18576.10| 7850.00000 7850.00 Mobilization | | | 0070 630A000 325.000 LF | 20.00000 6500.00| 14.43000 4689.75| 14.00000 4550.00 Steel Beam Guardrail, Class A, Type 1 | | | 0080 630C022 4.000 EACH| 1675.00000 6700.00| 1443.26000 5773.04| 1600.00000 6400.00 Guardrail End Anchor, Type Special | | | 0090 630C070 16.000 EACH| 1675.00000 26800.00| 1649.44000 26391.04| 1300.00000 20800.00 Guardrail End Anchor, Type 10 Series | | | 0100 701A004 13.000 MILE| 335.00000 4355.00| 309.27000 4020.51| 300.00000 3900.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0110 701A008 4.000 MILE| 195.00000 780.00| 298.96000 1195.84| 290.00000 1160.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0120 701A012 8.000 MILE| 335.00000 2680.00| 309.27000 2474.16| 300.00000 2400.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0130 701C000 12.000 MILE| 335.00000 4020.00| 226.80000 2721.60| 220.00000 2640.00 Broken Temporary Traffic Stripe | | | 0140 701C001 25.000 MILE| 380.00000 9500.00| 247.42000 6185.50| 240.00000 6000.00 Solid Temporary Traffic Stripe | | | 0150 703A002 110.000 SQFT| 11.00000 1210.00| 10.31000 1134.10| 10.00000 1100.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000331038 COUNTIES : MONROE LETTING DATE : 03/31/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 13008 |(2) 23011 |(3) 01018 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC.|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740B000 186.000 SQFT| 13.00000 2418.00| 13.46000 2503.56| 7.00000 1302.00 Construction Signs | | | 0170 740E000 50.000 EACH| 18.00000 900.00| 12.58000 629.00| 2.00000 100.00 Cones (36 Inches High) | | | 0180 740O000 1.000 EACH| 2800.00000 2800.00| 1449.26000 1449.26| 600.00000 600.00 Pilot Car | | | 0190 998A000 LUMP| 10000.00000 10000.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 20,000.00) | | | SECTION TOTALS | $ 414,856.88| $ 415,850.20| $ 458,791.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 414,856.88| $ 415,850.20| $ 458,791.15 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20000331040 COUNTIES : WINSTON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-6707(101 ) for constructing the Resurfacing and Traffic Stripe on S.R.#195 from S.R.#74 (U.S.#278) at Double Springs (MP 26.50) to Ashridge (MP 32.33). Length 5.820 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08068 H & L TRUCKING COMPANY, INC. $ 734,484.90 100.0000% 2 01018 APAC-ALABAMA, INC. $ 739,593.40 100.6955% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 742,615.17 101.1069% 4 04013 DUNN CONSTRUCTION CO., INC. $ 759,247.57 103.3714% 5 19074 S & M EQUIPMENT CO., INC. $ 900,609.58 122.6178% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20000331040 COUNTIES : WINSTON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 08068 |(2) 01018 |(3) 07002 |H & L TRUCKING COMPANY, INC.|APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 12.000 EACH| 20.00000 240.00| 50.00000 600.00| 50.00000 600.00 Mailbox Reset, Single | | | 0020 209A001 3.000 EACH| 25.00000 75.00| 60.00000 180.00| 100.00000 300.00 Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 50.00000 50.00| 100.00000 100.00| 200.00000 200.00 Mailbox Reset, Multiple | | | 0040 305B060 1924.000 TCIP| 14.00000 26936.00| 10.42000 20048.08| 12.00000 23088.00 Crushed Aggregate, Section 825, TYPE B, | | | For Miscellaneous Use | | | 0050 405A000 3088.000 GAL | 1.00000 3088.00| 1.57000 4848.16| 1.00000 3088.00 Tack Coat | | | 0060 424A260 5569.000 TON | 34.00000 189346.00| 35.23000 196195.87| 30.55000 170132.95 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0070 424A266 100.000 TON | 35.00000 3500.00| 34.75000 3475.00| 28.67000 2867.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0080 424A269 94.000 TON | 35.00000 3290.00| 29.65000 2787.10| 28.67000 2694.98 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0090 424B461 11137.000 TON | 24.50000 272856.50| 23.26000 259046.62| 27.10000 301812.70 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0100 424B465 100.000 TON | 35.00000 3500.00| 43.62000 4362.00| 25.22000 2522.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0110 424B469 100.000 TON | 35.00000 3500.00| 34.10000 3410.00| 25.22000 2522.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0120 424B472 187.000 TON | 35.00000 6545.00| 32.28000 6036.36| 25.22000 4716.14 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20000331040 COUNTIES : WINSTON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 08068 |(2) 01018 |(3) 07002 |H & L TRUCKING COMPANY, INC.|APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424C271 4275.000 TON | 24.00000 102600.00| 22.82000 97555.50| 27.10000 115852.50 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0140 600A000 LUMP| 8500.00000 8500.00| 34878.00000 34878.00| 5000.00000 5000.00 Mobilization | | | 0150 665F000 25.000 EACH| 5.00000 125.00| 1.00000 25.00| 1.00000 25.00 Hay Bales | | | 0160 665J000 400.000 LF | 5.00000 2000.00| 1.00000 400.00| 1.00000 400.00 Silt Fence, Type A | | | 0170 701C000 8.000 MILE| 340.00000 2720.00| 360.00000 2880.00| 340.00000 2720.00 Broken Temporary Traffic Stripe | | | 0180 701C001 16.000 MILE| 380.00000 6080.00| 400.00000 6400.00| 380.00000 6080.00 Solid Temporary Traffic Stripe | | | 0190 702A007 4.000 MILE| 1850.00000 7400.00| 1875.00000 7500.00| 1850.00000 7400.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0200 702A008 12.000 MILE| 3700.00000 44400.00| 3750.00000 45000.00| 3700.00000 44400.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0210 702A009 8.000 MILE| 3700.00000 29600.00| 3750.00000 30000.00| 3700.00000 29600.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0220 703A002 600.000 SQFT| 2.50000 1500.00| 2.25000 1350.00| 2.50000 1500.00 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D001 408.000 SQFT| 1.30000 530.40| 1.50000 612.00| 1.30000 530.40 Temporary Traffic Control Markings | | | 0240 705A032 178.000 EACH| 5.00000 890.00| 5.00000 890.00| 5.00000 890.00 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 552.000 EACH| 5.25000 2898.00| 5.00000 2760.00| 5.25000 2898.00 Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 903.000 SQFT| 5.00000 4515.00| 8.14000 7350.42| 8.50000 7675.50 Construction Signs | | | 0270 740E000 50.000 EACH| 5.00000 250.00| 1.00000 50.00| 1.00000 50.00 Cones (36 Inches High) | | | 0280 740M000 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 1.00000 50.00 Weight For Cone | | | 0290 740O000 1.000 EACH| 2500.00000 2500.00| 803.29000 803.29| 2000.00000 2000.00 Pilot Car | | | 0300 998A000 LUMP| 5000.00000 5000.00| 0.00000 0.00| 1000.00000 1000.00 Construction Fuel (Maximum Bid Limited | | | To $ 50,000.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20000331040 COUNTIES : WINSTON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 08068 |(2) 01018 |(3) 07002 |H & L TRUCKING COMPANY, INC.|APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 734,484.90| $ 739,593.40| $ 742,615.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 734,484.90| $ 739,593.40| $ 742,615.17 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 040 -5 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20000331040 COUNTIES : WINSTON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 04013 |(5) 19074 | |DUNN CONSTRUCTION CO., INC. |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 12.000 EACH| 21.15000 253.80| 85.00000 1020.00| Mailbox Reset, Single | | | 0020 209A001 3.000 EACH| 21.15000 63.45| 105.00000 315.00| Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 42.30000 42.30| 150.00000 150.00| Mailbox Reset, Multiple | | | 0040 305B060 1924.000 TCIP| 10.31000 19836.44| 11.25000 21645.00| Crushed Aggregate, Section 825, TYPE B, | | | For Miscellaneous Use | | | 0050 405A000 3088.000 GAL | 0.90000 2779.20| 1.95000 6021.60| Tack Coat | | | 0060 424A260 5569.000 TON | 31.95000 177929.55| 36.95000 205774.55| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0070 424A266 100.000 TON | 37.49000 3749.00| 41.00000 4100.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0080 424A269 94.000 TON | 31.87000 2995.78| 55.00000 5170.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0090 424B461 11137.000 TON | 26.62000 296466.94| 28.75000 320188.75| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0100 424B465 100.000 TON | 34.72000 3472.00| 47.00000 4700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0110 424B469 100.000 TON | 31.55000 3155.00| 47.00000 4700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0120 424B472 187.000 TON | 28.43000 5316.41| 47.00000 8789.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 040 -6 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20000331040 COUNTIES : WINSTON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 04013 |(5) 19074 | |DUNN CONSTRUCTION CO., INC. |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424C271 4275.000 TON | 26.70000 114142.50| 32.00000 136800.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0140 600A000 LUMP| 21609.40000 21609.40| 32500.00000 32500.00| Mobilization | | | 0150 665F000 25.000 EACH| 0.53000 13.25| 4.60000 115.00| Hay Bales | | | 0160 665J000 400.000 LF | 0.21000 84.00| 1.73000 692.00| Silt Fence, Type A | | | 0170 701C000 8.000 MILE| 340.81000 2726.48| 391.00000 3128.00| Broken Temporary Traffic Stripe | | | 0180 701C001 16.000 MILE| 380.91000 6094.56| 437.00000 6992.00| Solid Temporary Traffic Stripe | | | 0190 702A007 4.000 MILE| 1854.42000 7417.68| 2127.50000 8510.00| Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0200 702A008 12.000 MILE| 3708.85000 44506.20| 4255.00000 51060.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0210 702A009 8.000 MILE| 3708.85000 29670.80| 4255.00000 34040.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0220 703A002 600.000 SQFT| 2.51000 1506.00| 2.88000 1728.00| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D001 408.000 SQFT| 1.30000 530.40| 1.50000 612.00| Temporary Traffic Control Markings | | | 0240 705A032 178.000 EACH| 5.01000 891.78| 5.75000 1023.50| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 552.000 EACH| 5.27000 2909.04| 6.04000 3334.08| Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 903.000 SQFT| 8.20000 7404.60| 9.20000 8307.60| Construction Signs | | | 0270 740E000 50.000 EACH| 0.26000 13.00| 11.39000 569.50| Cones (36 Inches High) | | | 0280 740M000 50.000 EACH| 0.26000 13.00| 7.48000 374.00| Weight For Cone | | | 0290 740O000 1.000 EACH| 3549.25000 3549.25| 5750.00000 5750.00| Pilot Car | | | 0300 998A000 LUMP| 105.76000 105.76| 22500.00000 22500.00| Construction Fuel (Maximum Bid Limited | | | To $ 50,000.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 040 -7 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20000331040 COUNTIES : WINSTON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 04013 |(5) 19074 | |DUNN CONSTRUCTION CO., INC. |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 759,247.57| $ 900,609.58| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 759,247.57| $ 900,609.58| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20000331041 COUNTIES : JEFFERSON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : STPAA-7009(010) for constructing the Planing, Resurfacing, Traffic Stripe, and Loop Detectors on S.R. #150 from S.R. #7 (U.S. #11) to Shannon Road in Bessemer. Length - 2.907 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION CO., INC. $ 576,293.51 100.0000% 2 01018 APAC-ALABAMA, INC. $ 578,051.11 100.3049% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 581,909.59 100.9745% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20000331041 COUNTIES : JEFFERSON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 04013 |(2) 01018 |(3) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C025 159.000 SQYD| 9.53000 1515.27| 13.00000 2067.00| 10.00000 1590.00 Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 405A000 2890.000 GAL | 0.95000 2745.50| 1.10000 3179.00| 1.50000 4335.00 Tack Coat | | | 0030 408A052 96361.000 SY | 0.50000 48180.50| 0.80000 77088.80| 0.63000 60707.43 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 429A261 7227.000 TON | 33.78000 244128.06| 31.71000 229168.17| 35.38000 255691.26 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0050 429A266 500.000 TON | 41.33000 20665.00| 37.54000 18770.00| 32.48000 16240.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0060 429B265 500.000 TON | 45.12000 22560.00| 63.42000 31710.00| 40.00000 20000.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0070 429C271 463.000 TON | 31.89000 14765.07| 33.70000 15603.10| 30.00000 13890.00 Improved Bituminous Concrete Base Layer,| | | Widening, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0080 600A000 LUMP| 28012.68000 28012.68| 19425.00000 19425.00| 27234.40000 27234.40 Mobilization | | | 0090 665F000 50.000 EACH| 5.94000 297.00| 9.40000 470.00| 1.00000 50.00 Hay Bales | | | 0100 665J000 150.000 LF | 5.94000 891.00| 6.30000 945.00| 1.00000 150.00 Silt Fence, Type A | | | 0110 701C000 8.000 MILE| 224.60000 1796.80| 210.00000 1680.00| 500.00000 4000.00 Broken Temporary Traffic Stripe | | | 0120 701C001 9.000 MILE| 325.61000 2930.49| 305.00000 2745.00| 500.00000 4500.00 Solid Temporary Traffic Stripe | | | 0130 702A007 4.000 MILE| 2471.77000 9887.08| 2310.00000 9240.00| 2000.00000 8000.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0140 702A008 4.000 MILE| 4486.03000 17944.12| 4200.00000 16800.00| 4000.00000 16000.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20000331041 COUNTIES : JEFFERSON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 04013 |(2) 01018 |(3) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A009 9.000 MILE| 4486.03000 40374.27| 4200.00000 37800.00| 4000.00000 36000.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0160 702A010 4.000 MILE| 2245.99000 8983.96| 2100.00000 8400.00| 2000.00000 8000.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0170 702B001 528.000 LF | 1.69000 892.32| 1.58000 834.24| 1.50000 792.00 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0180 703A002 14186.000 SQFT| 1.79000 25392.94| 1.68000 23832.48| 2.00000 28372.00 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 1237.000 SQFT| 1.79000 2214.23| 1.68000 2078.16| 2.80000 3463.60 Traffic Control Legends, Class 2, Type A| | | 0200 703D001 3030.000 SQFT| 1.13000 3423.90| 1.05000 3181.50| 1.30000 3939.00 Temporary Traffic Control Markings | | | 0210 705A030 80.000 EACH| 4.77000 381.60| 4.47000 357.60| 5.20000 416.00 Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 263.000 EACH| 4.77000 1254.51| 4.47000 1175.61| 5.00000 1315.00 Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 213.000 EACH| 4.77000 1016.01| 4.47000 952.11| 5.00000 1065.00 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 532.000 EACH| 4.77000 2537.64| 4.47000 2378.04| 5.20000 2766.40 Pavement Markers, Class A-H, Type 2-D | | | 0250 730H000 17738.000 LF | 2.54000 45054.52| 2.36000 41861.68| 2.25000 39910.50 Loop Detector | | | 0260 730I000 1500.000 LF | 1.13000 1695.00| 1.05000 1575.00| 1.00000 1500.00 Shielded Loop Detector Home-Run Cable | | | 0270 740B000 732.000 SQFT| 9.21000 6741.72| 8.91000 6522.12| 8.50000 6222.00 Construction Signs | | | 0280 740D000 125.000 EACH| 45.16000 5645.00| 46.40000 5800.00| 30.00000 3750.00 Channelizing Drums | | | 0290 740E000 445.000 EACH| 17.23000 7667.35| 13.90000 6185.50| 11.00000 4895.00 Cones (36 Inches High) | | | 0300 740M000 445.000 EACH| 8.38000 3729.10| 9.00000 4005.00| 7.00000 3115.00 Weight For Cone | | | 0310 741C010 2.000 EACH| 891.26000 1782.52| 1110.00000 2220.00| 1500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0320 998A000 LUMP| 1188.35000 1188.35| 1.00000 1.00| 1000.00000 1000.00 Construction Fuel (Maximum Bid Limited | | | To $ 30,500.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20000331041 COUNTIES : JEFFERSON LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 04013 |(2) 01018 |(3) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 576,293.51| $ 578,051.11| $ 581,909.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 576,293.51| $ 578,051.11| $ 581,909.59 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20000331043 COUNTIES : CALHOUN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 25 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-7408(14) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R. #202 from S.R. #4 (U.S. #78) at M.P. 0.00 to M.P. 4.50 in Anniston. Length - 4.500 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 315,974.24 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 335,680.40 106.2366% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 343,230.18 108.6260% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20000331043 COUNTIES : CALHOUN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 13022 |(3) 07002 |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B100 58655.000 SYCP| 0.62000 36366.10| 0.48000 28154.40| 0.60000 35193.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 500.000 GAL | 0.00000 0.00| 0.00000 0.00| 1.00000 500.00 Tack Coat | | | 0030 408A051 2738.000 SQYD| 3.65000 9993.70| 3.25000 8898.50| 2.00000 5476.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 424A261 5700.000 TON | 30.80000 175560.00| 32.50000 185250.00| 35.00000 199500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0050 424A266 250.000 TON | 39.17000 9792.50| 38.00000 9500.00| 35.00000 8750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0060 424A270 150.000 TON | 45.30000 6795.00| 48.00000 7200.00| 35.00000 5250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0070 424B465 100.000 TON | 77.75000 7775.00| 75.00000 7500.00| 40.00000 4000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0080 430B043 900.000 TCIP| 12.73000 11457.00| 12.50000 11250.00| 13.00000 11700.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 600A000 LUMP| 1351.05000 1351.05| 23500.00000 23500.00| 17808.68000 17808.68 Mobilization | | | 0100 701A028 9.000 MILE| 1443.75000 12993.75| 1375.00000 12375.00| 1375.00000 12375.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6"Wide) | | | 0110 701A046 4.000 MILE| 997.50000 3990.00| 950.00000 3800.00| 950.00000 3800.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 7.000 MILE| 1627.50000 11392.50| 1550.00000 10850.00| 1550.00000 10850.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 350.000 LF | 0.78000 273.00| 0.75000 262.50| 0.75000 262.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20000331043 COUNTIES : CALHOUN LETTING DATE : 03/31/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 13022 |(3) 07002 |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 8.000 MILE| 357.00000 2856.00| 340.00000 2720.00| 340.00000 2720.00 Broken Temporary Traffic Stripe | | | 0150 701C001 14.000 MILE| 399.00000 5586.00| 380.00000 5320.00| 380.00000 5320.00 Solid Temporary Traffic Stripe | | | 0160 701D007 1.000 MILE| 1575.00000 1575.00| 1500.00000 1500.00| 1500.00000 1500.00 Solid Traffic Stripe Removed (Paint) | | | 0170 701D008 1.000 MILE| 1575.00000 1575.00| 1500.00000 1500.00| 1500.00000 1500.00 Solid Traffic Stripe Removed (Plastic) | | | 0180 701G125 500.000 LF | 5.42000 2710.00| 5.16000 2580.00| 5.16000 2580.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G133 500.000 LF | 5.80000 2900.00| 5.52000 2760.00| 5.52000 2760.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 703A002 500.000 SQFT| 1.89000 945.00| 1.80000 900.00| 1.80000 900.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 90.000 SQFT| 2.73000 245.70| 2.60000 234.00| 2.60000 234.00 Traffic Control Legends, Class 2, Type A| | | 0220 703D001 250.000 SQFT| 1.36000 340.00| 1.30000 325.00| 1.30000 325.00 Temporary Traffic Control Markings | | | 0230 705A000 25.000 EACH| 4.20000 105.00| 4.00000 100.00| 4.00000 100.00 Pavement Markers, Class A, Type 1-A | | | 0240 705A001 264.000 EACH| 4.20000 1108.80| 4.00000 1056.00| 4.00000 1056.00 Pavement Markers, Class A, Type 1-B | | | 0250 705A004 10.000 EACH| 4.20000 42.00| 4.00000 40.00| 4.00000 40.00 Pavement Markers, Class A, Type 2-C | | | 0260 705A005 330.000 EACH| 4.20000 1386.00| 4.00000 1320.00| 4.00000 1320.00 Pavement Markers, Class A, Type 2-D | | | 0270 740B000 490.000 SQFT| 8.66000 4243.40| 10.00000 4900.00| 9.00000 4410.00 Construction Signs | | | 0280 740O000 1.000 EACH| 2616.74000 2616.74| 1885.00000 1885.00| 2000.00000 2000.00 Pilot Car | | | 0290 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 1000.00000 1000.00 Construction Fuel (Maximum Bid Limited | | | To $ 17,000.00) | | | SECTION TOTALS | $ 315,974.24| $ 335,680.40| $ 343,230.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 315,974.24| $ 335,680.40| $ 343,230.18 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20000331044 COUNTIES : MONTGOMERY LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-7725(003) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R. #3 (U.S. #31) from C.R. #42 (M.P. 174.864) to the intersection of the Western Boulevard (M.P. 178.734) in Montgomery. Length - 3.869 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,165,952.31 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 1,310,916.25 112.4330% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20000331044 COUNTIES : MONTGOMERY LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 01023 | |APAC-ALABAMA, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D001 1750.000 CYIP| 11.75000 20562.50| 9.75000 17062.50| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 405A000 5700.000 GAL | 0.92000 5244.00| 1.00000 5700.00| Tack Coat | | | 0030 408A052 52600.000 SY | 1.35000 71010.00| 1.25000 65750.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 410C000 1.000 EACH| 3900.00000 3900.00| 17200.00000 17200.00| Contractor Retained Profilograph | | | 0050 424A281 9900.000 TON | 37.37000 369963.00| 38.90000 385110.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0060 424A287 300.000 TON | 43.90000 13170.00| 40.20000 12060.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424A290 200.000 TON | 53.35000 10670.00| 42.50000 8500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424B281 7850.000 TON | 34.85000 273572.50| 35.80000 281030.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0090 424B285 200.000 TON | 71.00000 14200.00| 75.00000 15000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 427B001 46625.000 LF | 2.71000 126353.75| 3.00000 139875.00| Waterproofing Bituminous Pavement | | | Joints(Pave Prep) | | | 0110 428C000 27000.000 LF | 0.27000 7290.00| 0.30000 8100.00| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0120 600A000 LUMP| 22500.00000 22500.00| 126700.00000 126700.00| Mobilization | | | 0130 652A056 7.000 ACRE| 475.00000 3325.00| 425.00000 2975.00| Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20000331044 COUNTIES : MONTGOMERY LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 01023 | |APAC-ALABAMA, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 656A000 7.000 ACRE| 475.00000 3325.00| 425.00000 2975.00| Mulching, Class A, Type 1 | | | 0150 665F000 50.000 EACH| 6.00000 300.00| 15.00000 750.00| Hay Bales | | | 0160 665J000 150.000 LF | 7.75000 1162.50| 12.75000 1912.50| Silt Fence, Type A | | | 0170 701C000 10.000 MILE| 337.00000 3370.00| 320.00000 3200.00| Broken Temporary Traffic Stripe | | | 0180 701C001 30.000 MILE| 378.00000 11340.00| 360.00000 10800.00| Solid Temporary Traffic Stripe | | | 0190 701F000 10560.000 LF | 0.31000 3273.60| 0.30000 3168.00| Dotted Temporary Traffic Stripe | | | 0200 701G121 3184.000 LF | 1.40000 4457.60| 1.30000 4139.20| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G125 3184.000 LF | 5.48000 17448.32| 5.20000 16556.80| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G133 3184.000 LF | 5.90000 18785.60| 5.60000 17830.40| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701H001 6368.000 LF | 0.53000 3375.04| 0.50000 3184.00| Solid Traffic Stripe Removed (Plastic) | | | 0240 701H006 3184.000 LF | 0.42000 1337.28| 0.40000 1273.60| Broken Traffic Stripe Removed (Plastic) | | | 0250 702A007 2.000 MILE| 1950.00000 3900.00| 1850.00000 3700.00| Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0260 702A008 8.000 MILE| 3895.00000 31160.00| 3700.00000 29600.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0270 702A009 7.000 MILE| 3895.00000 27265.00| 3700.00000 25900.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0280 702A010 3.000 MILE| 1950.00000 5850.00| 1850.00000 5550.00| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0290 702B001 5280.000 LF | 1.58000 8342.40| 1.50000 7920.00| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0300 703A002 10207.000 SQFT| 2.65000 27048.55| 2.50000 25517.50| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20000331044 COUNTIES : MONTGOMERY LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 01023 | |APAC-ALABAMA, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703B002 1779.000 SQFT| 2.95000 5248.05| 2.80000 4981.20| Traffic Control Legends, Class 2, Type A| | | 0320 703D001 10207.000 SQFT| 1.37000 13983.59| 1.30000 13269.10| Temporary Traffic Control Markings | | | 0330 703E001 1779.000 SQFT| 1.37000 2437.23| 1.30000 2312.70| Temporary Traffic Control Legends | | | 0340 705A030 50.000 EACH| 5.30000 265.00| 5.00000 250.00| Pavement Markers, Class A-H, Type 2-C | | | 0350 705A031 160.000 EACH| 5.05000 808.00| 4.80000 768.00| Pavement Markers, Class A-H, Type 1-A | | | 0360 705A032 125.000 EACH| 5.05000 631.25| 4.80000 600.00| Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 300.000 EACH| 5.25000 1575.00| 5.00000 1500.00| Pavement Markers, Class A-H, Type 2-D | | | 0380 740B000 733.000 SQFT| 12.35000 9052.55| 12.75000 9345.75| Construction Signs | | | 0390 740D000 300.000 EACH| 39.50000 11850.00| 39.50000 11850.00| Channelizing Drums | | | 0400 741C010 2.000 EACH| 3300.00000 6600.00| 2150.00000 4300.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0410 998A000 LUMP| 0.00000 0.00| 12700.00000 12700.00| Construction Fuel (Maximum Bid Limited | | | To $ 59,000.00) | | | SECTION TOTALS | $ 1,165,952.31| $ 1,310,916.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,165,952.31| $ 1,310,916.25| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20000331045 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : FLORENCE PROJECT(S) : STPSA-8806(3) for constructing the Guardrail and Guardrail End Anchors on Pickwick Street at Spring Creek in Sheffield. Length 0.051 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01010 ALABAMA GUARDRAIL, INC. $ 15,767.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000331045 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 01010 | | |ALABAMA GUARDRAIL, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 1000.00000 1000.00| | Mobilization | | | 0020 630A000 400.000 LF | 14.50000 5800.00| | Steel Beam Guardrail, Class A, Type 1 | | | 0030 630C005 2.000 EACH| 1850.00000 3700.00| | Guardrail End Anchor, Type 14 | | | 0040 630C070 2.000 EACH| 1200.00000 2400.00| | Guardrail End Anchor, Type 10 Series | | | 0050 680A000 LUMP| 500.00000 500.00| | Engineering Controls | | | 0060 740B000 116.000 SQFT| 12.00000 1392.00| | Construction Signs | | | 0070 740E000 25.000 EACH| 25.00000 625.00| | Cones (36 Inches High) | | | 0080 740M000 25.000 EACH| 10.00000 250.00| | Weight For Cone | | | 0090 998A000 LUMP| 100.00000 100.00| | Construction Fuel (Maximum Bid Limited | | | To $ 500.00) | | | SECTION TOTALS | $ 15,767.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,767.00| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 175 Working Days (available days) CONTRACT DESCRIPTION : FLORENCE PROJECT(S) : STPAA-8816(2) for constructing the Grade, Drainage, Pavement and Signing on C.R.#24 (6th Street) from Elledge Lane to S.R.#133 in Muscle Shoals. Length 1.557 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 1,198,064.63 100.0000% 2 11014 JOE KEENUM EXCAVATION & CONST., INC. $ 1,314,339.02 109.7051% 3 01018 APAC-ALABAMA, INC. $ 1,319,808.03 110.1616% 4 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 1,338,027.15 111.6823% 5 08068 H & L TRUCKING COMPANY, INC. $ 1,366,292.50 114.0416% 6 18031 ROGERS GROUP, INC. $ 1,470,513.70 122.7407% 7 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 1,493,909.47 124.6935% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 11014 |(3) 01018 |S & M EQUIPMENT CO., INC. |JOE KEENUM EXCAVATION & CONS|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 9500.00000 9500.00| 38000.00000 38000.00| 894.06000 894.06 Clearing & Grubbing (Approximately 1 | | | Hectare) | | | 0020 206C000 144.000 M2 | 3.25000 468.00| 10.00000 1440.00| 5.10000 734.40 Removing Concrete Sidewalk | | | 0030 206C010 375.000 M2 | 3.50000 1312.50| 10.00000 3750.00| 4.89000 1833.75 Removing Concrete Driveway | | | 0040 206D000 216.000 M | 15.00000 3240.00| 17.00000 3672.00| 16.68000 3602.88 Removing Pipe | | | 0050 206D003 182.000 M | 9.70000 1765.40| 4.00000 728.00| 15.15000 2757.30 Removing Curb And Gutter | | | 0060 210A000 5778.000 M3 | 7.00000 40446.00| 5.25000 30334.50| 9.70000 56046.60 Unclassified Excavation | | | 0070 214A000 4011.000 M3 | 5.95000 23865.45| 9.00000 36099.00| 4.95000 19854.45 Structure Excavation | | | 0080 214B001 1030.000 M3 | 18.00000 18540.00| 19.00000 19570.00| 8.69000 8950.70 Foundation Backfill, Commercial | | | 0090 224A000 190.000 M3 | 3.50000 665.00| 1.00000 190.00| 0.01000 1.90 Lime Sink Excavation | | | 0100 224C000 318.000 MTON| 7.90000 2512.20| 2.00000 636.00| 0.01000 3.18 Special Backfill For Lime Sink , AHD | | | #57, #67 or #467 | | | 0110 224D000 19.000 M3 | 110.00000 2090.00| 20.00000 380.00| 0.01000 0.19 Concrete Seal For Lime Sink | | | 0120 301A008 40204.000 M2 | 3.05000 122622.20| 3.30000 132673.20| 3.15000 126642.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0130 401A000 18790.000 M2 | 0.29000 5449.10| 0.30000 5637.00| 0.42000 7891.80 Bituminous Treatment A | | | 0140 401B108 29697.000 M2 | 1.08000 32072.76| 1.06000 31478.82| 0.93000 27618.21 Bituminous Treatment G (With Polymer | | | Additive) | | | 0150 405A000 4445.000 L | 0.29000 1289.05| 0.38000 1689.10| 0.64000 2844.80 Tack Coat | | | 0160 408A052 13185.000 M2 | 2.13000 28084.05| 1.00000 13185.00| 1.07000 14107.95 Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0170 429A221 2380.000 MTON| 32.73000 77897.40| 38.25000 91035.00| 42.39000 100888.20 Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 11014 |(3) 01018 |S & M EQUIPMENT CO., INC. |JOE KEENUM EXCAVATION & CONS|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 429B221 3498.000 MTON| 25.50000 89199.00| 31.50000 110187.00| 27.16000 95005.68 Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0190 429B225 100.000 MTON| 42.00000 4200.00| 46.00000 4600.00| 46.95000 4695.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0200 429B229 875.000 MTON| 32.00000 28000.00| 33.00000 28875.00| 32.27000 28236.25 Improved Bituminous Concrete Binder | | | Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0210 429C221 3055.000 MTON| 24.00000 73320.00| 31.00000 94705.00| 27.13000 82882.15 Improved Bituminous Concrete Base Layer,| | | 37.5 mm Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0220 429C223 4.000 MTON| 75.00000 300.00| 85.00000 340.00| 47.72000 190.88 Improved Bituminous Concrete Base Layer,| | | Patching, 19.0 mm Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0230 430B014 34.000 MTON| 18.00000 612.00| 20.00000 680.00| 15.00000 510.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0240 430B017 500.000 MTON| 10.75000 5375.00| 14.00000 7000.00| 15.00000 7500.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0250 530A002 88.000 M | 77.00000 6776.00| 82.00000 7216.00| 105.18000 9255.84 600 mm Roadway Pipe (Class 3 R.C.) | | | 0260 530A004 25.000 M | 145.00000 3625.00| 132.00000 3300.00| 207.09000 5177.25 900 mm Roadway Pipe (Class 3 R.C.) | | | 0270 530A006 3.000 M | 180.00000 540.00| 250.00000 750.00| 388.15000 1164.45 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0280 530B018 7.000 M | 195.00000 1365.00| 348.00000 2436.00| 580.31000 4062.17 1650 mm Span X 1015 mm Rise Roadway | | | Pipe(Class 3 R.C.) (Extension) | | | 0290 533A098 1781.000 M | 56.35000 100359.35| 75.00000 133575.00| 74.26000 132257.06 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0300 533A099 820.000 M | 72.16000 59171.20| 93.00000 76260.00| 97.41000 79876.20 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0310 533A100 38.000 M | 111.52000 4237.76| 120.00000 4560.00| 172.57000 6557.66 750 mm Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 11014 |(3) 01018 |S & M EQUIPMENT CO., INC. |JOE KEENUM EXCAVATION & CONS|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 533A349 21.000 M | 72.16000 1515.36| 95.00000 1995.00| 135.42000 2843.82 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 600A000 LUMP| 27969.00000 27969.00| 38000.00000 38000.00| 91222.00000 91222.00 Mobilization | | | 0340 618B003 58.000 M2 | 24.00000 1392.00| 40.00000 2320.00| 86.25000 5002.50 Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0350 619A002 1.000 EACH| 750.00000 750.00| 450.00000 450.00| 750.00000 750.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0360 619A005 1.000 EACH| 1250.00000 1250.00| 800.00000 800.00| 960.00000 960.00 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0370 619A007 1.000 EACH| 1400.00000 1400.00| 1500.00000 1500.00| 1075.00000 1075.00 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0380 620A000 3.000 M3 | 275.00000 825.00| 800.00000 2400.00| 325.00000 975.00 Minor Structure Concrete | | | 0390 621A001 2.000 EACH| 1800.00000 3600.00| 1900.00000 3800.00| 1925.00000 3850.00 Junction Boxes, Type 1, 2P Or 5 | | | 0400 621A004 1.000 EACH| 2000.00000 2000.00| 2800.00000 2800.00| 2050.00000 2050.00 Junction Boxes, Type 4 | | | 0410 621B001 2.000 EACH| 400.00000 800.00| 500.00000 1000.00| 675.00000 1350.00 Junction Box Units, Type 1, 2P Or 5 | | | 0420 621B004 1.000 EACH| 575.00000 575.00| 700.00000 700.00| 725.00000 725.00 Junction Box Units, Type 4 | | | 0430 621C003 2.000 EACH| 2500.00000 5000.00| 4200.00000 8400.00| 950.00000 1900.00 Inlets, Type CD | | | 0440 621C015 47.000 EACH| 1500.00000 70500.00| 1700.00000 79900.00| 1350.00000 63450.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0450 621C017 18.000 EACH| 1750.00000 31500.00| 2100.00000 37800.00| 1850.00000 33300.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0460 621C049 1.000 EACH| 1975.00000 1975.00| 2100.00000 2100.00| 2250.00000 2250.00 Inlets, Type S1 Or S3 (2 Wing)(Modified)| | | 0470 621D015 36.000 EACH| 325.00000 11700.00| 500.00000 18000.00| 300.00000 10800.00 Inlet Units, Type S1 Or S3 | | | 0480 623A000 206.000 M | 48.00000 9888.00| 30.00000 6180.00| 47.55000 9795.30 Concrete Gutter | | | 0490 623C000 2923.000 M | 33.93000 99177.39| 26.40000 77167.20| 29.75000 86959.25 Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 11014 |(3) 01018 |S & M EQUIPMENT CO., INC. |JOE KEENUM EXCAVATION & CONS|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 650B000 1988.000 M3 | 6.24000 12405.12| 6.00000 11928.00| 6.94000 13796.72 Topsoil From Stockpiles | | | 0510 652A057 1.000 HA | 2300.00000 2300.00| 1800.00000 1800.00| 1800.00000 1800.00 Seeding (Mix 3A) | | | 0520 652B055 1.000 HA | 1437.50000 1437.50| 500.00000 500.00| 500.00000 500.00 Temporary Seeding (Mix 3AT) | | | 0530 652D057 1.000 HA | 1437.50000 1437.50| 500.00000 500.00| 500.00000 500.00 Seeding In Stubble (Mix 3A) | | | 0540 656A000 2.000 HA | 2012.50000 4025.00| 1500.00000 3000.00| 1500.00000 3000.00 Mulching, Class A, Type 1 | | | 0550 665B000 2.000 HA | 1437.50000 2875.00| 500.00000 1000.00| 500.00000 1000.00 Temporary Mulching | | | 0560 665F000 262.000 EACH| 4.00000 1048.00| 5.00000 1310.00| 6.32000 1655.84 Hay Bales | | | 0570 665I000 500.000 MTON| 13.50000 6750.00| 20.00000 10000.00| 19.75000 9875.00 Temporary Riprap, Class 2 | | | 0580 665J000 1437.000 M | 11.75000 16884.75| 15.00000 21555.00| 11.54000 16582.98 Silt Fence, Type A | | | 0590 680A000 LUMP| 29500.00000 29500.00| 15000.00000 15000.00| 40845.00000 40845.00 Engineering Controls | | | 0600 701A028 1.000 KM | 1000.00000 1000.00| 853.00000 853.00| 853.00000 853.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0610 701A041 3.000 KM | 750.00000 2250.00| 590.00000 1770.00| 590.00000 1770.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0620 701A046 3.000 KM | 725.00000 2175.00| 590.00000 1770.00| 590.00000 1770.00 Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 0630 701A048 3.000 KM | 1150.00000 3450.00| 963.00000 2889.00| 963.00000 2889.00 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0640 701C000 13.000 KM | 250.00000 3250.00| 211.00000 2743.00| 211.00000 2743.00 Broken Temporary Traffic Stripe | | | 0650 701C001 16.000 KM | 275.00000 4400.00| 236.00000 3776.00| 236.00000 3776.00 Solid Temporary Traffic Stripe | | | 0660 701D005 19.000 KM | 950.00000 18050.00| 10.00000 190.00| 808.00000 15352.00 Solid Traffic Stripe Removed | | | 0670 701D006 16.000 KM | 725.00000 11600.00| 10.00000 160.00| 621.00000 9936.00 Broken Traffic Stripe Removed | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -6 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 19074 |(2) 11014 |(3) 01018 |S & M EQUIPMENT CO., INC. |JOE KEENUM EXCAVATION & CONS|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 703A002 80.000 M2 | 30.00000 2400.00| 22.00000 1760.00| 22.00000 1760.00 Traffic Control Markings, Class 2, Type | | | A | | | 0690 703B002 6.000 M2 | 37.00000 222.00| 32.00000 192.00| 32.00000 192.00 Traffic Control Legends, Class 2, Type A| | | 0700 703D001 143.000 M2 | 16.10000 2302.30| 14.00000 2002.00| 14.00000 2002.00 Temporary Traffic Control Markings | | | 0710 705A031 130.000 EACH| 5.75000 747.50| 5.00000 650.00| 5.00000 650.00 Pavement Markers, Class A-H, Type 1-A | | | 0720 705A037 260.000 EACH| 6.04000 1570.40| 5.25000 1365.00| 5.25000 1365.00 Pavement Markers, Class A-H, Type 2-D | | | 0730 710A115 3.000 M2 | 207.00000 621.00| 230.00000 690.00| 189.00000 567.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | MM Thick(Ty III or Ty IV Background) | | | 0740 710B001 20.000 M | 33.35000 667.00| 32.00000 640.00| 30.45000 609.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0750 730H000 102.000 M | 7.02000 716.04| 6.10000 622.20| 6.10000 622.20 Loop Detector | | | 0760 730L035 30.000 M | 23.00000 690.00| 20.00000 600.00| 20.00000 600.00 Metallic Conduit, 53 mm | | | 0770 740B000 42.000 M2 | 102.35000 4298.70| 165.00000 6930.00| 89.25000 3748.50 Construction Signs | | | 0780 740D000 325.000 EACH| 37.95000 12333.75| 50.00000 16250.00| 25.64000 8333.00 Channelizing Drums | | | 0790 740E000 50.000 EACH| 11.50000 575.00| 15.00000 750.00| 3.39000 169.50 Cones (900 mm High) | | | 0800 740F002 36.000 EACH| 184.00000 6624.00| 400.00000 14400.00| 238.70000 8593.20 Barricades, Type III | | | 0810 740I005 18.000 EACH| 82.80000 1490.40| 400.00000 7200.00| 522.90000 9412.20 Warning Lights, Type B (Detachable Head)| | | 0820 740M000 50.000 EACH| 8.05000 402.50| 5.00000 250.00| 2.22000 111.00 Ballast For Cone | | | 0830 741C010 2.000 EACH| 5175.00000 10350.00| 2000.00000 4000.00| 563.73000 1127.46 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0840 998A000 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 72,000.00) | | | SECTION TOTALS | $ 1,198,064.63| $ 1,314,339.02| $ 1,319,808.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,198,064.63| $ 1,314,339.02| $ 1,319,808.03 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -7 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18036 |(5) 08068 |(6) 18031 |RILEY BRIDGE & ENGINEERING C|H & L TRUCKING COMPANY, INC.|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 11000.00000 11000.00| 13000.00000 13000.00| 35000.00000 35000.00 Clearing & Grubbing (Approximately 1 | | | Hectare) | | | 0020 206C000 144.000 M2 | 4.00000 576.00| 4.20000 604.80| 6.00000 864.00 Removing Concrete Sidewalk | | | 0030 206C010 375.000 M2 | 6.00000 2250.00| 6.50000 2437.50| 17.00000 6375.00 Removing Concrete Driveway | | | 0040 206D000 216.000 M | 11.00000 2376.00| 12.00000 2592.00| 9.00000 1944.00 Removing Pipe | | | 0050 206D003 182.000 M | 8.25000 1501.50| 8.50000 1547.00| 11.00000 2002.00 Removing Curb And Gutter | | | 0060 210A000 5778.000 M3 | 6.50000 37557.00| 7.00000 40446.00| 8.00000 46224.00 Unclassified Excavation | | | 0070 214A000 4011.000 M3 | 9.00000 36099.00| 9.50000 38104.50| 12.00000 48132.00 Structure Excavation | | | 0080 214B001 1030.000 M3 | 20.00000 20600.00| 21.00000 21630.00| 26.00000 26780.00 Foundation Backfill, Commercial | | | 0090 224A000 190.000 M3 | 10.00000 1900.00| 11.00000 2090.00| 17.00000 3230.00 Lime Sink Excavation | | | 0100 224C000 318.000 MTON| 21.00000 6678.00| 21.00000 6678.00| 10.00000 3180.00 Special Backfill For Lime Sink , AHD | | | #57, #67 or #467 | | | 0110 224D000 19.000 M3 | 190.00000 3610.00| 220.00000 4180.00| 140.00000 2660.00 Concrete Seal For Lime Sink | | | 0120 301A008 40204.000 M2 | 4.10000 164836.40| 4.00000 160816.00| 2.75000 110561.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0130 401A000 18790.000 M2 | 0.65000 12213.50| 0.60000 11274.00| 0.25000 4697.50 Bituminous Treatment A | | | 0140 401B108 29697.000 M2 | 1.00000 29697.00| 0.95000 28212.15| 1.00000 29697.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0150 405A000 4445.000 L | 0.55000 2444.75| 0.53000 2355.85| 0.40000 1778.00 Tack Coat | | | 0160 408A052 13185.000 M2 | 0.80000 10548.00| 0.75000 9888.75| 1.00000 13185.00 Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0170 429A221 2380.000 MTON| 40.00000 95200.00| 39.50000 94010.00| 39.00000 92820.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -8 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18036 |(5) 08068 |(6) 18031 |RILEY BRIDGE & ENGINEERING C|H & L TRUCKING COMPANY, INC.|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 429B221 3498.000 MTON| 27.50000 96195.00| 29.00000 101442.00| 33.00000 115434.00 Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0190 429B225 100.000 MTON| 38.00000 3800.00| 37.50000 3750.00| 45.00000 4500.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0200 429B229 875.000 MTON| 30.50000 26687.50| 32.00000 28000.00| 35.00000 30625.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0210 429C221 3055.000 MTON| 26.00000 79430.00| 27.95000 85387.25| 32.00000 97760.00 Improved Bituminous Concrete Base Layer,| | | 37.5 mm Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0220 429C223 4.000 MTON| 51.00000 204.00| 50.00000 200.00| 45.00000 180.00 Improved Bituminous Concrete Base Layer,| | | Patching, 19.0 mm Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0230 430B014 34.000 MTON| 21.00000 714.00| 26.00000 884.00| 8.00000 272.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0240 430B017 500.000 MTON| 18.00000 9000.00| 15.00000 7500.00| 14.00000 7000.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0250 530A002 88.000 M | 102.00000 8976.00| 112.00000 9856.00| 167.00000 14696.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0260 530A004 25.000 M | 160.00000 4000.00| 160.00000 4000.00| 241.00000 6025.00 900 mm Roadway Pipe (Class 3 R.C.) | | | 0270 530A006 3.000 M | 230.00000 690.00| 235.00000 705.00| 514.00000 1542.00 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0280 530B018 7.000 M | 318.00000 2226.00| 320.00000 2240.00| 667.00000 4669.00 1650 mm Span X 1015 mm Rise Roadway | | | Pipe(Class 3 R.C.) (Extension) | | | 0290 533A098 1781.000 M | 61.50000 109531.50| 63.00000 112203.00| 65.00000 115765.00 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0300 533A099 820.000 M | 84.00000 68880.00| 86.00000 70520.00| 96.00000 78720.00 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0310 533A100 38.000 M | 128.00000 4864.00| 130.00000 4940.00| 165.00000 6270.00 750 mm Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -9 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18036 |(5) 08068 |(6) 18031 |RILEY BRIDGE & ENGINEERING C|H & L TRUCKING COMPANY, INC.|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 533A349 21.000 M | 90.00000 1890.00| 95.00000 1995.00| 183.00000 3843.00 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 600A000 LUMP| 45000.00000 45000.00| 80000.00000 80000.00| 37676.00000 37676.00 Mobilization | | | 0340 618B003 58.000 M2 | 34.00000 1972.00| 36.00000 2088.00| 65.00000 3770.00 Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0350 619A002 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 840.00000 840.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0360 619A005 1.000 EACH| 900.00000 900.00| 1100.00000 1100.00| 1470.00000 1470.00 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0370 619A007 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| 1470.00000 1470.00 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0380 620A000 3.000 M3 | 500.00000 1500.00| 450.00000 1350.00| 1000.00000 3000.00 Minor Structure Concrete | | | 0390 621A001 2.000 EACH| 2000.00000 4000.00| 2150.00000 4300.00| 3000.00000 6000.00 Junction Boxes, Type 1, 2P Or 5 | | | 0400 621A004 1.000 EACH| 3100.00000 3100.00| 3500.00000 3500.00| 3500.00000 3500.00 Junction Boxes, Type 4 | | | 0410 621B001 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 1500.00000 3000.00 Junction Box Units, Type 1, 2P Or 5 | | | 0420 621B004 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 1500.00000 1500.00 Junction Box Units, Type 4 | | | 0430 621C003 2.000 EACH| 3200.00000 6400.00| 3600.00000 7200.00| 5500.00000 11000.00 Inlets, Type CD | | | 0440 621C015 47.000 EACH| 1800.00000 84600.00| 2000.00000 94000.00| 1750.00000 82250.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0450 621C017 18.000 EACH| 2100.00000 37800.00| 2200.00000 39600.00| 2000.00000 36000.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0460 621C049 1.000 EACH| 2200.00000 2200.00| 2500.00000 2500.00| 3000.00000 3000.00 Inlets, Type S1 Or S3 (2 Wing)(Modified)| | | 0470 621D015 36.000 EACH| 300.00000 10800.00| 325.00000 11700.00| 575.00000 20700.00 Inlet Units, Type S1 Or S3 | | | 0480 623A000 206.000 M | 32.00000 6592.00| 31.50000 6489.00| 50.00000 10300.00 Concrete Gutter | | | 0490 623C000 2923.000 M | 31.00000 90613.00| 31.50000 92074.50| 32.00000 93536.00 Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -10 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18036 |(5) 08068 |(6) 18031 |RILEY BRIDGE & ENGINEERING C|H & L TRUCKING COMPANY, INC.|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 650B000 1988.000 M3 | 6.25000 12425.00| 7.00000 13916.00| 19.00000 37772.00 Topsoil From Stockpiles | | | 0510 652A057 1.000 HA | 1900.00000 1900.00| 1800.00000 1800.00| 2000.00000 2000.00 Seeding (Mix 3A) | | | 0520 652B055 1.000 HA | 400.00000 400.00| 500.00000 500.00| 1250.00000 1250.00 Temporary Seeding (Mix 3AT) | | | 0530 652D057 1.000 HA | 400.00000 400.00| 500.00000 500.00| 1250.00000 1250.00 Seeding In Stubble (Mix 3A) | | | 0540 656A000 2.000 HA | 1900.00000 3800.00| 1500.00000 3000.00| 1750.00000 3500.00 Mulching, Class A, Type 1 | | | 0550 665B000 2.000 HA | 200.00000 400.00| 500.00000 1000.00| 1250.00000 2500.00 Temporary Mulching | | | 0560 665F000 262.000 EACH| 5.50000 1441.00| 5.00000 1310.00| 12.00000 3144.00 Hay Bales | | | 0570 665I000 500.000 MTON| 16.00000 8000.00| 18.00000 9000.00| 16.00000 8000.00 Temporary Riprap, Class 2 | | | 0580 665J000 1437.000 M | 19.00000 27303.00| 5.00000 7185.00| 15.00000 21555.00 Silt Fence, Type A | | | 0590 680A000 LUMP| 30000.00000 30000.00| 36000.00000 36000.00| 45000.00000 45000.00 Engineering Controls | | | 0600 701A028 1.000 KM | 1200.00000 1200.00| 1200.00000 1200.00| 853.00000 853.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0610 701A041 3.000 KM | 600.00000 1800.00| 600.00000 1800.00| 590.00000 1770.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0620 701A046 3.000 KM | 600.00000 1800.00| 600.00000 1800.00| 590.00000 1770.00 Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 0630 701A048 3.000 KM | 1200.00000 3600.00| 1200.00000 3600.00| 963.00000 2889.00 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0640 701C000 13.000 KM | 250.00000 3250.00| 250.00000 3250.00| 211.00000 2743.00 Broken Temporary Traffic Stripe | | | 0650 701C001 16.000 KM | 250.00000 4000.00| 250.00000 4000.00| 236.00000 3776.00 Solid Temporary Traffic Stripe | | | 0660 701D005 19.000 KM | 300.00000 5700.00| 300.00000 5700.00| 808.00000 15352.00 Solid Traffic Stripe Removed | | | 0670 701D006 16.000 KM | 300.00000 4800.00| 300.00000 4800.00| 621.00000 9936.00 Broken Traffic Stripe Removed | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -11 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18036 |(5) 08068 |(6) 18031 |RILEY BRIDGE & ENGINEERING C|H & L TRUCKING COMPANY, INC.|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 703A002 80.000 M2 | 30.00000 2400.00| 30.00000 2400.00| 22.00000 1760.00 Traffic Control Markings, Class 2, Type | | | A | | | 0690 703B002 6.000 M2 | 40.00000 240.00| 40.00000 240.00| 32.00000 192.00 Traffic Control Legends, Class 2, Type A| | | 0700 703D001 143.000 M2 | 20.00000 2860.00| 20.00000 2860.00| 14.00000 2002.00 Temporary Traffic Control Markings | | | 0710 705A031 130.000 EACH| 5.50000 715.00| 5.50000 715.00| 5.00000 650.00 Pavement Markers, Class A-H, Type 1-A | | | 0720 705A037 260.000 EACH| 5.50000 1430.00| 5.50000 1430.00| 5.25000 1365.00 Pavement Markers, Class A-H, Type 2-D | | | 0730 710A115 3.000 M2 | 235.00000 705.00| 230.00000 690.00| 400.00000 1200.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | MM Thick(Ty III or Ty IV Background) | | | 0740 710B001 20.000 M | 32.00000 640.00| 32.00000 640.00| 36.00000 720.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0750 730H000 102.000 M | 8.00000 816.00| 6.10000 622.20| 6.10000 622.20 Loop Detector | | | 0760 730L035 30.000 M | 24.00000 720.00| 20.00000 600.00| 20.00000 600.00 Metallic Conduit, 53 mm | | | 0770 740B000 42.000 M2 | 140.00000 5880.00| 89.00000 3738.00| 100.00000 4200.00 Construction Signs | | | 0780 740D000 325.000 EACH| 56.00000 18200.00| 33.00000 10725.00| 50.00000 16250.00 Channelizing Drums | | | 0790 740E000 50.000 EACH| 30.00000 1500.00| 5.00000 250.00| 10.00000 500.00 Cones (900 mm High) | | | 0800 740F002 36.000 EACH| 450.00000 16200.00| 160.00000 5760.00| 250.00000 9000.00 Barricades, Type III | | | 0810 740I005 18.000 EACH| 500.00000 9000.00| 72.00000 1296.00| 250.00000 4500.00 Warning Lights, Type B (Detachable Head)| | | 0820 740M000 50.000 EACH| 4.00000 200.00| 6.50000 325.00| 5.00000 250.00 Ballast For Cone | | | 0830 741C010 2.000 EACH| 2500.00000 5000.00| 5300.00000 10600.00| 100.00000 200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0840 998A000 LUMP| 4000.00000 4000.00| 0.00000 0.00| 26000.00000 26000.00 Construction Fuel (Maximum Bid Limited | | | To $ 72,000.00) | | | SECTION TOTALS | $ 1,338,027.15| $ 1,366,292.50| $ 1,470,513.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,338,027.15| $ 1,366,292.50| $ 1,470,513.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -12 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 45000.00000 45000.00| | Clearing & Grubbing (Approximately 1 | | | Hectare) | | | 0020 206C000 144.000 M2 | 2.00000 288.00| | Removing Concrete Sidewalk | | | 0030 206C010 375.000 M2 | 3.15000 1181.25| | Removing Concrete Driveway | | | 0040 206D000 216.000 M | 3.20000 691.20| | Removing Pipe | | | 0050 206D003 182.000 M | 3.50000 637.00| | Removing Curb And Gutter | | | 0060 210A000 5778.000 M3 | 4.70000 27156.60| | Unclassified Excavation | | | 0070 214A000 4011.000 M3 | 5.00000 20055.00| | Structure Excavation | | | 0080 214B001 1030.000 M3 | 26.00000 26780.00| | Foundation Backfill, Commercial | | | 0090 224A000 190.000 M3 | 4.75000 902.50| | Lime Sink Excavation | | | 0100 224C000 318.000 MTON| 19.25000 6121.50| | Special Backfill For Lime Sink , AHD | | | #57, #67 or #467 | | | 0110 224D000 19.000 M3 | 100.00000 1900.00| | Concrete Seal For Lime Sink | | | 0120 301A008 40204.000 M2 | 4.00000 160816.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0130 401A000 18790.000 M2 | 0.60000 11274.00| | Bituminous Treatment A | | | 0140 401B108 29697.000 M2 | 0.95000 28212.15| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0150 405A000 4445.000 L | 0.53000 2355.85| | Tack Coat | | | 0160 408A052 13185.000 M2 | 0.75000 9888.75| | Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0170 429A221 2380.000 MTON| 39.50000 94010.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -13 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 429B221 3498.000 MTON| 30.00000 104940.00| | Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0190 429B225 100.000 MTON| 35.50000 3550.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0200 429B229 875.000 MTON| 32.00000 28000.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0210 429C221 3055.000 MTON| 27.95000 85387.25| | Improved Bituminous Concrete Base Layer,| | | 37.5 mm Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0220 429C223 4.000 MTON| 50.00000 200.00| | Improved Bituminous Concrete Base Layer,| | | Patching, 19.0 mm Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0230 430B014 34.000 MTON| 27.00000 918.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0240 430B017 500.000 MTON| 25.00000 12500.00| | Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0250 530A002 88.000 M | 75.00000 6600.00| | 600 mm Roadway Pipe (Class 3 R.C.) | | | 0260 530A004 25.000 M | 151.80000 3795.00| | 900 mm Roadway Pipe (Class 3 R.C.) | | | 0270 530A006 3.000 M | 249.14000 747.42| | 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0280 530B018 7.000 M | 369.67000 2587.69| | 1650 mm Span X 1015 mm Rise Roadway | | | Pipe(Class 3 R.C.) (Extension) | | | 0290 533A098 1781.000 M | 46.49000 82798.69| | 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0300 533A099 820.000 M | 75.00000 61500.00| | 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0310 533A100 38.000 M | 112.17000 4262.46| | 750 mm Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -14 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 533A349 21.000 M | 75.00000 1575.00| | 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 600A000 LUMP| 35000.00000 35000.00| | Mobilization | | | 0340 618B003 58.000 M2 | 75.00000 4350.00| | Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0350 619A002 1.000 EACH| 400.00000 400.00| | 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0360 619A005 1.000 EACH| 800.00000 800.00| | 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0370 619A007 1.000 EACH| 1350.00000 1350.00| | 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0380 620A000 3.000 M3 | 750.00000 2250.00| | Minor Structure Concrete | | | 0390 621A001 2.000 EACH| 1400.00000 2800.00| | Junction Boxes, Type 1, 2P Or 5 | | | 0400 621A004 1.000 EACH| 2000.00000 2000.00| | Junction Boxes, Type 4 | | | 0410 621B001 2.000 EACH| 400.00000 800.00| | Junction Box Units, Type 1, 2P Or 5 | | | 0420 621B004 1.000 EACH| 600.00000 600.00| | Junction Box Units, Type 4 | | | 0430 621C003 2.000 EACH| 5000.00000 10000.00| | Inlets, Type CD | | | 0440 621C015 47.000 EACH| 1750.00000 82250.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0450 621C017 18.000 EACH| 2000.00000 36000.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0460 621C049 1.000 EACH| 2500.00000 2500.00| | Inlets, Type S1 Or S3 (2 Wing)(Modified)| | | 0470 621D015 36.000 EACH| 300.00000 10800.00| | Inlet Units, Type S1 Or S3 | | | 0480 623A000 206.000 M | 42.00000 8652.00| | Concrete Gutter | | | 0490 623C000 2923.000 M | 28.00000 81844.00| | Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -15 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 650B000 1988.000 M3 | 6.30000 12524.40| | Topsoil From Stockpiles | | | 0510 652A057 1.000 HA | 1800.00000 1800.00| | Seeding (Mix 3A) | | | 0520 652B055 1.000 HA | 500.00000 500.00| | Temporary Seeding (Mix 3AT) | | | 0530 652D057 1.000 HA | 500.00000 500.00| | Seeding In Stubble (Mix 3A) | | | 0540 656A000 2.000 HA | 1500.00000 3000.00| | Mulching, Class A, Type 1 | | | 0550 665B000 2.000 HA | 550.00000 1100.00| | Temporary Mulching | | | 0560 665F000 262.000 EACH| 4.00000 1048.00| | Hay Bales | | | 0570 665I000 500.000 MTON| 18.00000 9000.00| | Temporary Riprap, Class 2 | | | 0580 665J000 1437.000 M | 11.48000 16496.76| | Silt Fence, Type A | | | 0590 680A000 LUMP| 35900.00000 35900.00| | Engineering Controls | | | 0600 701A028 1.000 KM | 853.00000 853.00| | Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0610 701A041 3.000 KM | 590.00000 1770.00| | Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0620 701A046 3.000 KM | 590.00000 1770.00| | Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 0630 701A048 3.000 KM | 963.00000 2889.00| | Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0640 701C000 13.000 KM | 211.00000 2743.00| | Broken Temporary Traffic Stripe | | | 0650 701C001 16.000 KM | 236.00000 3776.00| | Solid Temporary Traffic Stripe | | | 0660 701D005 19.000 KM | 808.00000 15352.00| | Solid Traffic Stripe Removed | | | 0670 701D006 16.000 KM | 621.00000 9936.00| | Broken Traffic Stripe Removed | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 046 -16 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000331046 COUNTIES : COLBERT LETTING DATE : 03/31/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 703A002 80.000 M2 | 22.00000 1760.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0690 703B002 6.000 M2 | 32.00000 192.00| | Traffic Control Legends, Class 2, Type A| | | 0700 703D001 143.000 M2 | 14.00000 2002.00| | Temporary Traffic Control Markings | | | 0710 705A031 130.000 EACH| 5.00000 650.00| | Pavement Markers, Class A-H, Type 1-A | | | 0720 705A037 260.000 EACH| 523.00000 135980.00| | Pavement Markers, Class A-H, Type 2-D | | | 0730 710A115 3.000 M2 | 180.00000 540.00| | Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | MM Thick(Ty III or Ty IV Background) | | | 0740 710B001 20.000 M | 29.00000 580.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0750 730H000 102.000 M | 610.00000 62220.00| | Loop Detector | | | 0760 730L035 30.000 M | 20.00000 600.00| | Metallic Conduit, 53 mm | | | 0770 740B000 42.000 M2 | 85.00000 3570.00| | Construction Signs | | | 0780 740D000 325.000 EACH| 42.00000 13650.00| | Channelizing Drums | | | 0790 740E000 50.000 EACH| 12.00000 600.00| | Cones (900 mm High) | | | 0800 740F002 36.000 EACH| 200.00000 7200.00| | Barricades, Type III | | | 0810 740I005 18.000 EACH| 498.00000 8964.00| | Warning Lights, Type B (Detachable Head)| | | 0820 740M000 50.000 EACH| 8.32000 416.00| | Ballast For Cone | | | 0830 741C010 2.000 EACH| 5000.00000 10000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0840 998A000 LUMP| 5000.00000 5000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 72,000.00) | | | SECTION TOTALS | $ 1,493,909.47| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,493,909.47| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20000331050 COUNTIES : TALLAPOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-062-038-004 for constructing the Resurfacing on S.R. #38 (U.S. #280) from M.P. 81.41 to M.P. 82.71, southeast of Alexander City. Length - 1.300 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION CO., INC. $ 88,788.34 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20000331050 COUNTIES : TALLAPOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 04 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 | | | 0010 405A000 875.000 GAL | 1.02000 892.50| | Tack Coat | | | 0020 420A011 1041.000 TON | 67.07000 69819.87| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0030 600A000 LUMP| 9395.21000 9395.21| | Mobilization | | | 0040 701C001 2.000 MILE| 589.83000 1179.66| | Solid Temporary Traffic Stripe | | | 0050 740B000 386.000 SQFT| 10.85000 4188.10| | Construction Signs | | | 0060 740O000 1.000 EACH| 761.06000 761.06| | Pilot Car | | | 0070 998A000 LUMP| 2551.94000 2551.94| | Construction Fuel (Maximum Bid Limited | | | To $ 4,000.00) | | | SECTION TOTALS | $ 88,788.34| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 88,788.34| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20000331053 COUNTIES : WALKER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-644-102-014 for constructing the Resurfacing and Traffic Stripe on S.R. #102 from the Fayette/Walker County Line to S.R. #124 in Townley. Length - 6.956 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION CO., INC. $ 769,367.38 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 772,578.55 100.4173% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000331053 COUNTIES : WALKER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 04013 |(2) 07002 | |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C025 250.000 SQYD| 2.56000 640.00| 20.00000 5000.00| Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 305A040 1810.000 CYCP| 7.65000 13846.50| 8.00000 14480.00| Soil Aggregate, Section 823, CHERT OR | | | RED DOG, For Miscellaneous Use | | | 0030 401B107 102050.000 SYCP| 1.69000 172464.50| 1.60000 163280.00| Bituminous Treatment KG (With Polymer | | | Additive) | | | 0040 405A000 3062.000 GAL | 1.00000 3062.00| 1.00000 3062.00| Tack Coat | | | 0050 424A241 7656.000 TON | 32.67000 250121.52| 38.50000 294756.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0060 424A246 500.000 TON | 37.69000 18845.00| 33.50000 16750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0070 424B449 500.000 TON | 32.41000 16205.00| 30.00000 15000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Max | | | Aggregate Size Mix, ESAL Range C | | | 0080 424B545 6000.000 TON | 33.19000 199140.00| 25.00000 150000.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0090 600A000 LUMP| 28245.24000 28245.24| 50000.00000 50000.00| Mobilization | | | 0100 665F000 50.000 EACH| 0.12000 6.00| 1.00000 50.00| Hay Bales | | | 0110 665J000 150.000 LF | 1.19000 178.50| 1.00000 150.00| Silt Fence, Type A | | | 0120 701A028 14.000 MILE| 1538.37000 21537.18| 1365.00000 19110.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6"Wide) | | | 0130 701A046 5.000 MILE| 1042.49000 5212.45| 925.00000 4625.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000331053 COUNTIES : WALKER LETTING DATE : 03/31/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 04013 |(2) 07002 | |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A048 8.000 MILE| 1746.86000 13974.88| 1550.00000 12400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701C000 13.000 MILE| 383.18000 4981.34| 340.00000 4420.00| Broken Temporary Traffic Stripe | | | 0160 701C001 22.000 MILE| 428.26000 9421.72| 380.00000 8360.00| Solid Temporary Traffic Stripe | | | 0170 703A002 712.000 SQFT| 2.03000 1445.36| 1.80000 1281.60| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 217.000 SQFT| 3.15000 683.55| 2.80000 607.60| Traffic Control Legends, Class 2, Type A| | | 0190 703D001 1152.000 SQFT| 1.46000 1681.92| 1.30000 1497.60| Temporary Traffic Control Markings | | | 0200 705A007 25.000 EACH| 5.64000 141.00| 5.00000 125.00| Pavement Markers, Class B, Type 1-A | | | 0210 705A032 113.000 EACH| 5.64000 637.32| 5.00000 565.00| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 643.000 EACH| 5.92000 3806.56| 5.25000 3375.75| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 267.000 SQFT| 9.22000 2461.74| 9.00000 2403.00| Construction Signs | | | 0240 740E000 140.000 EACH| 0.12000 16.80| 1.00000 140.00| Cones (36 Inches High) | | | 0250 740M000 140.000 EACH| 0.12000 16.80| 1.00000 140.00| Weight For Cone | | | 0260 998A000 LUMP| 594.50000 594.50| 1000.00000 1000.00| Construction Fuel (Maximum Bid Limited | | | To $ 36,500.00) | | | SECTION TOTALS | $ 769,367.38| $ 772,578.55| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 769,367.38| $ 772,578.55| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20000331055 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 85 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-305-632-216-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#216 from Brookwood (MP 11.769) to I-59/I-20 (MP 25.980). Length 14.389 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,231,388.43 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,332,466.82 108.2084% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20000331055 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02033 | |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C001 300.000 SQYD| 5.50000 1650.00| 12.00000 3600.00| Removing Concrete Pavement | | | 0020 209A000 1.000 EACH| 145.00000 145.00| 250.00000 250.00| Mailbox Reset, Single | | | 0030 210D001 3000.000 CYIP| 6.00000 18000.00| 7.18000 21540.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 212A000 1510.000 STA | 33.25000 50207.50| 1.00000 1510.00| Machine Grading Shoulders | | | 0050 305B060 4000.000 TCIP| 12.00000 48000.00| 13.70000 54800.00| Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1" Down, For Miscellaneous | | | Use | | | 0060 405A000 6295.000 GAL | 0.93000 5854.35| 0.95000 5980.25| Tack Coat | | | 0070 408A051 185018.000 SQYD| 0.63000 116561.34| 0.50000 92509.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0080 424A261 14139.000 TON | 29.85000 422049.15| 31.08000 439440.12| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0090 424A266 300.000 TON | 31.80000 9540.00| 33.00000 9900.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0100 424A270 300.000 TON | 31.80000 9540.00| 52.50000 15750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0110 424C265 400.000 TON | 57.25000 22900.00| 55.00000 22000.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0120 424C266 1500.000 TON | 30.65000 45975.00| 33.00000 49500.00| Superpave Bituminous Concrete Base | | | Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0130 424C271 6587.000 TON | 27.00000 177849.00| 29.35000 193328.45| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20000331055 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02033 | |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 600A000 LUMP| 15750.00000 15750.00| 150000.00000 150000.00| Mobilization | | | 0150 651C000 16.000 TON | 184.00000 2944.00| 350.00000 5600.00| 8-8-8 Commercial Fertilizer | | | 0160 652A054 11.000 ACRE| 630.00000 6930.00| 425.00000 4675.00| Seeding (Mix 2A) | | | 0170 652A056 10.000 ACRE| 682.50000 6825.00| 425.00000 4250.00| Seeding (Mix 2E) | | | 0180 656A000 21.000 ACRE| 420.00000 8820.00| 425.00000 8925.00| Mulching, Class A, Type 1 | | | 0190 665F000 15.000 EACH| 4.35000 65.25| 5.00000 75.00| Hay Bales | | | 0200 665J000 100.000 LF | 5.18000 518.00| 3.00000 300.00| Silt Fence, Type A | | | 0210 701C000 6.000 MILE| 357.00000 2142.00| 340.00000 2040.00| Broken Temporary Traffic Stripe | | | 0220 701C001 23.000 MILE| 399.00000 9177.00| 380.00000 8740.00| Solid Temporary Traffic Stripe | | | 0230 702A007 6.000 MILE| 1942.50000 11655.00| 1850.00000 11100.00| Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0240 702A008 29.000 MILE| 3885.00000 112665.00| 3700.00000 107300.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0250 702A009 23.000 MILE| 3885.00000 89355.00| 3700.00000 85100.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0260 703A002 1200.000 SQFT| 2.63000 3156.00| 2.50000 3000.00| Traffic Control Markings, Class 2, Type | | | A | | | 0270 703D001 1200.000 SQFT| 1.36000 1632.00| 1.30000 1560.00| Temporary Traffic Control Markings | | | 0280 705A032 375.000 EACH| 5.25000 1968.75| 5.00000 1875.00| Pavement Markers, Class A-H, Type 1-B | | | 0290 705A037 1575.000 EACH| 5.46000 8599.50| 5.20000 8190.00| Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 1564.000 SQFT| 8.90000 13919.60| 11.00000 17204.00| Construction Signs | | | 0310 740D000 25.000 EACH| 36.75000 918.75| 1.00000 25.00| Channelizing Drums | | | 0320 740O000 1.000 EACH| 6075.00000 6075.00| 2400.00000 2400.00| Pilot Car | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 055 -4 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20000331055 COUNTIES : TUSCALOOSA LETTING DATE : 03/31/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02033 | |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 998A000 LUMP| 1.24000 1.24| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 34,000.00) | | | SECTION TOTALS | $ 1,231,388.43| $ 1,332,466.82| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,231,388.43| $ 1,332,466.82| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20000331056 COUNTIES : LOWNDES LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 25 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-306-434-185-001 for constructing the Planing, Resurfacing, and Traffic Stripe on S.R. #185 from the Butler County Line (M.P. 14.849) to I-65 (M.P. 20.700), at Fort Deposit. Length - 5.850 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,253,398.55 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000331056 COUNTIES : LOWNDES LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D001 1800.000 CYIP| 12.15000 21870.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 401B100 77850.000 SYCP| 1.37000 106654.50| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 2450.000 GAL | 0.00000 0.00| | Tack Coat | | | 0040 408A051 67525.000 SQYD| 1.65000 111416.25| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 408A052 10325.000 SY | 2.00000 20650.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A242 8800.000 TON | 39.15000 344520.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0070 424A247 250.000 TON | 53.70000 13425.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0080 424B445 50.000 TON | 115.00000 5750.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0090 427A000 109320.000 LF | 3.05000 333426.00| | Sealing Bituminous Pavement Joints | | | 0100 427B000 109320.000 LF | 1.37000 149768.40| | Waterproofing Bituminous Pavement Joints| | | 0110 600A000 LUMP| 21000.00000 21000.00| | Mobilization | | | 0120 652A056 11.000 ACRE| 475.00000 5225.00| | Seeding (Mix 2E) | | | 0130 656A000 11.000 ACRE| 475.00000 5225.00| | Mulching, Class A, Type 1 | | | 0140 665F000 50.000 EACH| 11.00000 550.00| | Hay Bales | | | 0150 665J000 150.000 LF | 9.75000 1462.50| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000331056 COUNTIES : LOWNDES LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701C000 6.000 MILE| 316.00000 1896.00| | Broken Temporary Traffic Stripe | | | 0170 701C001 32.000 MILE| 336.85000 10779.20| | Solid Temporary Traffic Stripe | | | 0180 701G125 252.000 LF | 6.35000 1600.20| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G133 252.000 LF | 7.40000 1864.80| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H001 504.000 LF | 2.65000 1335.60| | Solid Traffic Stripe Removed (Plastic) | | | 0210 702A007 3.000 MILE| 1950.00000 5850.00| | Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0220 702A008 6.000 MILE| 3895.00000 23370.00| | Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0230 702A009 10.000 MILE| 3895.00000 38950.00| | Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0240 703A002 1734.000 SQFT| 2.40000 4161.60| | Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 247.000 SQFT| 3.15000 778.05| | Traffic Control Legends, Class 2, Type A| | | 0260 703D001 3468.000 SQFT| 1.40000 4855.20| | Temporary Traffic Control Markings | | | 0270 703E001 494.000 SQFT| 1.40000 691.60| | Temporary Traffic Control Legends | | | 0280 705A030 20.000 EACH| 5.30000 106.00| | Pavement Markers, Class A-H, Type 2-C | | | 0290 705A031 20.000 EACH| 5.05000 101.00| | Pavement Markers, Class A-H, Type 1-A | | | 0300 705A032 155.000 EACH| 5.05000 782.75| | Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 375.000 EACH| 5.30000 1987.50| | Pavement Markers, Class A-H, Type 2-D | | | 0320 705A038 20.000 EACH| 5.30000 106.00| | Pavement Markers, Class A-H, Type 2-E | | | 0330 740B000 466.000 SQFT| 19.40000 9040.40| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/07/00 PAGE : 056 -4 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000331056 COUNTIES : LOWNDES LETTING DATE : 03/31/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740E000 150.000 EACH| 17.00000 2550.00| | Cones (36 Inches High) | | | 0350 740M000 150.000 EACH| 11.00000 1650.00| | Weight For Cone | | | 0360 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 61,000.00) | | | SECTION TOTALS | $ 1,253,398.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,253,398.55| | ====================================================================================================================================