ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20040827001 COUNTIES : CULLMAN LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-I065(331) for constructing the Planing, Resurfacing and Traffic Stripe at the I-65 Rest Area ramps and parking south of Good Hope (MP300.840). -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 573,425.00 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 630,498.82 109.9531% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040827001 COUNTIES : CULLMAN LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 1600.000 GAL | 1.50000 2400.00| 1.25000 2000.00| Tack Coat | | | 0020 408A052 19636.000 SQYD| 1.55000 30435.80| 2.22000 43591.92| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 22143.000 SQYD| 1.90000 42071.70| 2.22000 49157.46| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 423A002 3449.000 TON | 56.00000 193144.00| 63.27000 218218.23| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0050 423B001 2768.000 TON | 50.00000 138400.00| 58.43000 161734.24| Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0060 424A361 337.000 TON | 60.00000 20220.00| 60.00000 20220.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B651 510.000 TON | 50.00000 25500.00| 50.00000 25500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B655 100.000 TON | 75.00000 7500.00| 100.00000 10000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B040 615.000 TON | 20.00000 12300.00| 17.00000 10455.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0100 600A000 LUMP| 50000.00000 50000.00| 42500.00000 42500.00| Mobilization | | | 0110 701A028 2.000 MILE| 2000.00000 4000.00| 2020.00000 4040.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A032 1.000 MILE| 2000.00000 2000.00| 2020.00000 2020.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040827001 COUNTIES : CULLMAN LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A041 1.000 MILE| 1000.00000 1000.00| 1010.00000 1010.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701B009 843.000 LF | 1.00000 843.00| 1.01000 851.43| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701G125 542.000 LF | 4.75000 2574.50| 4.80000 2601.60| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701G133 542.000 LF | 4.75000 2574.50| 4.80000 2601.60| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701H001 1083.000 LF | 1.00000 1083.00| 1.01000 1093.83| Solid Traffic Stripe Removed (Plastic) | | | 0180 703A002 1972.000 SQFT| 4.50000 8874.00| 4.55000 8972.60| Traffic Control Markings, Class 2, Type | | | A | | | 0190 705A031 91.000 EACH| 5.50000 500.50| 5.56000 505.96| Pavement Markers, Class A-H, Type 1-A | | | 0200 705A032 42.000 EACH| 5.50000 231.00| 5.56000 233.52| Pavement Markers, Class A-H, Type 1-B | | | 0210 740B000 472.000 SQFT| 13.00000 6136.00| 7.69000 3629.68| Construction Signs | | | 0220 740C000 189.000 SQFT| 13.00000 2457.00| 7.95000 1502.55| Special Construction Signs | | | 0230 740D000 200.000 EACH| 75.00000 15000.00| 66.18000 13236.00| Channelizing Drums | | | 0240 740F002 8.000 EACH| 260.00000 2080.00| 190.80000 1526.40| Barricades, Type III | | | 0250 740I005 4.000 EACH| 150.00000 600.00| 74.20000 296.80| Warning Lights, Type B (Detachable Head | | | 0260 741C010 1.000 EACH| 1500.00000 1500.00| 3000.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 573,425.00| $ 630,498.82| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 573,425.00| $ 630,498.82| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20040827003 COUNTIES : PICKENS TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 CONTRACT TIME : 315 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-0006(501) for constructing the Additional Lanes (Base and Pave, Partial Grade and Drain) on S.R.#6 (U.S.#82) from the Pickens county line to west of C.R.#15. Length 1.572 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 3,190,050.96 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040827003 COUNTIES : PICKENS TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 07002 |( ) |S. T. BUNN CONSTRUCTION CO. |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 3607.000 CUYD| 6.00000 21642.00| | Unclassified Excavation | | | 0020 210D011 8732.000 CUYD| 9.50000 82954.00| | Borrow Excavation (A-4 or Better) | | | 0030 214A000 161.000 CUYD| 10.00000 1610.00| | Structure Excavation | | | 0040 214B001 43.000 CUYD| 27.00000 1161.00| | Foundation Backfill, Commercial | | | 0050 230A000 103.000 RBST| 420.00000 43260.00| | Roadbed Processing | | | 0060 301A001 1995.000 SQYD| 3.54000 7062.30| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 3.25" Compacted Thickness | | | 0070 301A004 10537.000 SQYD| 4.06000 42780.22| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301A008 41227.000 SQYD| 4.91000 202424.57| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0090 301A012 39404.000 SQYD| 5.59000 220268.36| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 301A013 10321.000 SQYD| 5.83000 60171.43| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6.25" Compacted Thickness | | | 0110 305B060 250.000 TON | 21.00000 5250.00| | Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0120 327E000 4563.000 TON | 37.68000 171933.84| | Permeable Asphalt Treated Base | | | 0130 328A000 2361.000 SQYD| 3.25000 7673.25| | Geosynthetic For Base Reinforcement | | | 0140 401A000 13217.000 SQYD| 0.41000 5418.97| | Bituminous Treatment A | | | 0150 401A043 21318.000 SQYD| 1.45000 30911.10| | Bituminous Treatment AE | | | 0160 405A000 9911.000 GAL | 1.20000 11893.20| | Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040827003 COUNTIES : PICKENS TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 07002 |( ) |S. T. BUNN CONSTRUCTION CO. |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 408A051 35023.000 SQYD| 0.95000 33271.85| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0180 408A052 4267.000 SQYD| 0.95000 4053.65| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0190 410C000 1.000 EACH| 8500.00000 8500.00| | Contractor Retained Profilograph | | | 0200 410H000 1.000 EACH| 50000.00000 50000.00| | Material Remixing Device | | | 0210 424A280 2362.000 TON | 47.53000 112265.86| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0220 424A281 2766.000 TON | 47.73000 132021.18| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0230 424A284 50.000 TON | 65.00000 3250.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424A287 50.000 TON | 47.73000 2386.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 424A289 70.000 TON | 66.95000 4686.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 424A290 50.000 TON | 66.95000 3347.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424A361 594.000 TON | 46.31000 27508.14| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424B281 9624.000 TON | 44.55000 428749.20| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040827003 COUNTIES : PICKENS TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 07002 |( ) |S. T. BUNN CONSTRUCTION CO. |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 424B290 50.000 TON | 60.40000 3020.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0310 424B292 833.000 TON | 60.40000 50313.20| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0330 424B581 9335.000 TON | 43.74000 408312.90| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0340 424B592 293.000 TON | 47.00000 13771.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL E | | | 0360 424B651 1097.000 TON | 41.46000 45481.62| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0380 428C000 36000.000 LF | 0.12000 4320.00| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0390 530A000 16.000 LF | 45.00000 720.00| | 15" Roadway Pipe (Class 3 R.C.) | | | 0400 530A002 108.000 LF | 36.50000 3942.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0410 530A100 56.000 LF | 45.00000 2520.00| | 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0420 530A102 8.000 LF | 100.00000 800.00| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0430 530A105 16.000 LF | 75.00000 1200.00| | 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0440 532A030 548.000 LF | 73.00000 40004.00| | 12" Slotted Drain Pipe | | | 0450 532A040 65.000 LF | 82.00000 5330.00| | 12" Slotted Drain Pipe (With Variable | | | Height Grate) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040827003 COUNTIES : PICKENS TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 07002 |( ) |S. T. BUNN CONSTRUCTION CO. |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 600A000 LUMP| 225500.00000 225500.00| | Mobilization | | | 0470 601A000 1.000 EACH| 12000.00000 12000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0480 605A002 16200.000 LF | 5.50000 89100.00| | Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0490 605B000 17.000 EACH| 320.00000 5440.00| | Special Underdrain Outlet, Type A | | | 0500 605B001 12.000 EACH| 320.00000 3840.00| | Special Underdrain Outlet, Type B | | | 0510 614A000 277.000 CUYD| 335.00000 92795.00| | Slope Paving | | | 0520 619A001 1.000 EACH| 1050.00000 1050.00| | 15" Roadway Pipe End Treatment, Class 1 | | | 0530 619A003 1.000 EACH| 1150.00000 1150.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0540 619A006 1.000 EACH| 1500.00000 1500.00| | 42" Roadway Pipe End Treatment, Class 1 | | | 0550 620A000 2.000 CUYD| 900.00000 1800.00| | Minor Structure Concrete | | | 0560 621A000 1.000 EACH| 2500.00000 2500.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0570 621A004 1.000 EACH| 4000.00000 4000.00| | Junction Boxes, Type 4 | | | 0580 621C001 6.000 EACH| 2500.00000 15000.00| | Inlets, Type B | | | 0590 621C020 2.000 EACH| 3300.00000 6600.00| | Inlets, Type Y | | | 0600 621C068 14.000 EACH| 3600.00000 50400.00| | Inlets, Type Y (Partial) | | | 0610 621D019 4.000 EACH| 620.00000 2480.00| | Inlet Units, Type Y | | | 0620 630A001 5150.000 LF | 18.50000 95275.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0630 630C001 10.000 EACH| 575.00000 5750.00| | Guardrail End Anchor, Type 8 | | | 0640 630C050 10.000 EACH| 1850.00000 18500.00| | Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040827003 COUNTIES : PICKENS TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 07002 |( ) |S. T. BUNN CONSTRUCTION CO. |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 650A000 1102.000 CUYD| 12.00000 13224.00| | Topsoil | | | 0660 654A000 435.000 SQYD| 3.50000 1522.50| | Solid Sodding | | | 0670 658A002 8.000 ACRE| 1200.00000 9600.00| | Hydro-Seeding & Mulching (Mix 2E) | | | 0680 665J000 17172.000 LF | 3.00000 51516.00| | Silt Fence, Type A | | | 0690 665O001 17172.000 LF | 0.50000 8586.00| | Silt Fence Removal | | | 0700 665Q001 900.000 LF | 8.00000 7200.00| | 20 Inch Wattle | | | 0710 672A000 12.000 GAL | 200.00000 2400.00| | Flocculant Liquid | | | 0720 680A000 LUMP| 62000.00000 62000.00| | Engineering Controls | | | 0730 701A028 5.000 MILE| 1575.00000 7875.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0740 701A032 4.000 MILE| 1575.00000 6300.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0750 701A041 4.000 MILE| 990.00000 3960.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0760 701B009 4000.000 LF | 0.85000 3400.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0770 701C000 7.000 MILE| 520.00000 3640.00| | Broken Temporary Traffic Stripe | | | 0780 701C001 17.000 MILE| 620.00000 10540.00| | Solid Temporary Traffic Stripe | | | 0790 701D008 1.000 MILE| 1750.00000 1750.00| | Solid Traffic Stripe Removed (Plastic) | | | 0800 701D015 1.000 MILE| 1600.00000 1600.00| | Broken Traffic Stripe Removed (Plastic) | | | 0810 703A002 1160.000 SQFT| 2.50000 2900.00| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040827003 COUNTIES : PICKENS TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 07002 |( ) |S. T. BUNN CONSTRUCTION CO. |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 703B002 314.000 SQFT| 3.50000 1099.00| | Traffic Control Legends, Class 2, Type | | | 0830 703D001 556.000 SQFT| 1.50000 834.00| | Temporary Traffic Control Markings | | | 0840 705A011 82.000 EACH| 6.00000 492.00| | Pavement Markers, Class C, Type 1-A | | | 0850 705A012 157.000 EACH| 6.00000 942.00| | Pavement Markers, Class C, Type 1-B | | | 0860 705A024 50.000 EACH| 6.00000 300.00| | Pavement Markers, Class C, Type 2-E | | | 0870 705A030 86.000 EACH| 5.50000 473.00| | Pavement Markers, Class A-H, Type 2-C | | | 0880 705A031 228.000 EACH| 5.50000 1254.00| | Pavement Markers, Class A-H, Type 1-A | | | 0890 705A032 55.000 EACH| 5.50000 302.50| | Pavement Markers, Class A-H, Type 1-B | | | 0900 705A038 120.000 EACH| 5.50000 660.00| | Pavement Markers, Class A-H, Type 2-E | | | 0910 707B003 1.000 EACH| 115.50000 115.50| | Type A Hazard Marker Installation | | | 0920 709A000 2.000 EACH| 131.25000 262.50| | Milepost, Type A | | | 0930 710A115 134.000 SQFT| 14.18000 1900.12| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0940 710A126 139.000 SQFT| 15.50000 2154.50| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0950 710B001 370.000 LF | 7.10000 2627.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0960 740B000 796.000 SQFT| 12.00000 9552.00| | Construction Signs | | | 0970 740D000 160.000 EACH| 75.00000 12000.00| | Channelizing Drums | | | 0980 740E000 100.000 EACH| 12.00000 1200.00| | Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040827003 COUNTIES : PICKENS TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 07002 |( ) |S. T. BUNN CONSTRUCTION CO. |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 740F002 12.000 EACH| 375.00000 4500.00| | Barricades, Type III | | | 1000 740I005 6.000 EACH| 450.00000 2700.00| | Warning Lights, Type B (Detachable Head | | | 1010 740M001 100.000 EACH| 8.00000 800.00| | Ballast For Cone | | | 1020 741C010 1.000 EACH| 5000.00000 5000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1030 999 000 2500.000 HOUR| 0.80000 2000.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,190,050.96| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,190,050.96| $ 630,498.82| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 CONTRACT TIME : 08/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : NHF-0056(500) for constructing the Additional Lanes (Including Bridges, BRF-0102(527) Signals and Lighting) on S.R.#9 (U.S.#231) from south of North Boulevard to near Brooks Road in Montgomery. Length 1.763 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30019 McINNIS LLC & APAC SOUTHEAST $ 17,970,112.98 100.0000% 2 08077 HASTINGS GENERAL CONTRACTING, INC. $ 18,541,730.09 103.1809% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001M LUMP| 111000.00000 111000.00| 111000.00000 111000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $7400 Per | | | Hectare)(Approximately 15 Hectares) | | | 0020 205A001M 1.000 EACH| 3000.00000 3000.00| 25000.00000 25000.00| Removal Of Structures, Structure No. 1 | | | 0030 205A002M 1.000 EACH| 3000.00000 3000.00| 25000.00000 25000.00| Removal Of Structures, Structure No. 2 | | | 0040 205A003M 1.000 EACH| 3000.00000 3000.00| 25000.00000 25000.00| Removal Of Structures, Structure No. 3 | | | 0050 206A000M LUMP| 100000.00000 100000.00| 125000.00000 125000.00| Removal Of Old Bridge, Station 271+59.8 | | | US-231 NB | | | 0060 206A001M LUMP| 100000.00000 100000.00| 125000.00000 125000.00| Removal Of Old Bridge, Station 271+50.5 | | | US-231 SB | | | 0070 206B000M LUMP| 25000.00000 25000.00| 25000.00000 25000.00| Removal Of Old Box Culvert, Station | | | 274+40 US-231 | | | 0080 206C002M 1388.000 M2 | 7.20000 9993.60| 15.00000 20820.00| Removing Concrete Slope Paving | | | 0090 206D000M 289.000 M | 16.40000 4739.60| 12.00000 3468.00| Removing Pipe | | | 0100 206D001M 687.000 M | 6.57000 4513.59| 6.90000 4740.30| Removing Guardrail | | | 0110 206D002M 1240.000 M | 11.50000 14260.00| 8.00000 9920.00| Removing Curb | | | 0120 206E000M 14.000 EACH| 500.00000 7000.00| 300.00000 4200.00| Removing Headwalls | | | 0130 206E001M 3.000 EACH| 500.00000 1500.00| 600.00000 1800.00| Removing Inlets | | | 0140 206E008M 18.000 EACH| 125.00000 2250.00| 131.25000 2362.50| Removing Guardrail End Anchor (All Type | | | 0150 210A000M 34514.000 M3 | 5.60000 193278.40| 6.00000 207084.00| Unclassified Excavation | | | 0160 210C000M 1222.000 M3 | 10.50000 12831.00| 18.00000 21996.00| Muck Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 210D000M 154688.000 M3 | 8.35000 1291644.80| 8.00000 1237504.00| Borrow Excavation | | | 0180 210D025M 16286.000 M3 | 8.85000 144131.10| 9.00000 146574.00| Borrow Excavation(Improved Roadbed) | | | 0190 210E001M 11781.000 M3 | 41.20000 485377.20| 20.00000 235620.00| Borrow Excavation (Underwater | | | Embankment) | | | 0200 214A000M 2745.000 M3 | 12.45000 34175.25| 22.00000 60390.00| Structure Excavation | | | 0210 214B001M 1435.000 M3 | 48.90000 70171.50| 21.00000 30135.00| Foundation Backfill, Commercial | | | 0220 215A000M 406.000 M3 | 18.00000 7308.00| 25.00000 10150.00| Unclassified Bridge Excavation | | | 0230 215B000M LUMP| 160000.00000 160000.00| 150000.00000 150000.00| Cofferdams Or Sheeting And Shoring, | | | Station 271+48.222 | | | 0240 230A000M 109.000 RBST| 1000.00000 109000.00| 300.00000 32700.00| Roadbed Processing | | | 0250 301A012M 45580.000 M2 | 8.40000 382872.00| 6.75000 307665.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0260 401A000M 45580.000 M2 | 0.60000 27348.00| 0.49000 22334.20| Bituminous Treatment A | | | 0270 401B113M 11230.000 M2 | 2.00000 22460.00| 1.09000 12240.70| Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0280 405A000M 47955.000 L | 0.25000 11988.75| 0.53000 25416.15| Tack Coat | | | 0290 408A053M 25797.000 M2 | 2.00000 51594.00| 2.50000 64492.50| Planing Existing Pavement | | | (Approximately 51 mm Thru 75 mm Thick) | | | 0300 410H000M 1.000 EACH| 50000.00000 50000.00| 96000.00000 96000.00| Material Remixing Device | | | 0310 420A011M 4345.000 MTON| 67.53000 293417.85| 73.42000 319009.90| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0320 423A002M 5202.000 MTON| 63.20000 328766.40| 62.07000 322888.14| Stone Matrix Asphalt Wearing Layer, 19 | | | mm Maximum Aggregate Size | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 423B001M 7324.000 MTON| 57.40000 420397.60| 60.35000 442003.40| Stone Matrix Asphalt Binder Layer, 25 | | | mm Maximum Aggregate Size | | | 0340 424A281M 1170.000 MTON| 55.72000 65192.40| 51.03000 59705.10| Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0350 424A341M 3267.000 MTON| 44.35000 144891.45| 39.36000 128589.12| Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix,ESAL Range A/B | | | 0360 424A344M 200.000 MTON| 75.00000 15000.00| 103.38000 20676.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,19.0mm Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0370 424B281M 1097.000 MTON| 52.75000 57866.75| 50.33000 55212.01| Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0380 424B580M 2277.000 MTON| 44.15000 100529.55| 40.43000 92059.11| Superpave Bituminous Concrete Lower | | | Binder Layer, 19.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0390 424B581M 5162.000 MTON| 41.25000 212932.50| 43.40000 224030.80| Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0400 424B589M 1361.000 MTON| 48.45000 65940.45| 46.85000 63762.85| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0410 424B635M 2757.000 MTON| 45.87000 126463.59| 45.65000 125857.05| Superpave Bituminous Concrete Upper | | | Binder Layer, 19.0mm Maximim Aggregate | | | Size Mix, ESAL Range A/B | | | 0420 424B644M 671.000 MTON| 39.10000 26236.10| 37.95000 25464.45| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,25.0mm Maximum | | | Aggregate SIze Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 424B665M 2788.000 MTON| 46.55000 129781.40| 45.98000 128192.24| Superpave Bituminous Concrete Lower | | | Binder Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0440 424C280M 3060.000 MTON| 38.50000 117810.00| 36.19000 110741.40| Superpave Bituminous Concrete Base | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0450 424C281M 3715.000 MTON| 45.40000 168661.00| 41.16000 152909.40| Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0460 424C340M 4229.000 MTON| 42.75000 180789.75| 41.84000 176941.36| Superpave Bituminous Concrete Base | | | Layer, 25.0mm Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0470 428B000M 14302.000 M | 0.28000 4004.56| 0.41000 5863.82| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0480 430B000M 500.000 MTON| 25.00000 12500.00| 24.00000 12000.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0490 450B000M 492.000 M2 | 100.00000 49200.00| 125.00000 61500.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0500 502A000M 140637.000 KG | 2.00000 281274.00| 1.60000 225019.20| Steel Reinforcement | | | 0510 502B000M LUMP| 200000.00000 200000.00| 200000.00000 200000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 271+48.222, Approx.| | | 93200 kg | | | 0520 505A000M 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| Steel Test Piles (HP 250x62) | | | 0530 505A002M 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| Steel Test Piles (HP 310x79) | | | 0540 505B055M 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| Static Loading Tests (HP 250x62) | | | 0550 505B057M 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| Static Loading Tests (HP 310x79) | | | 0560 505B085M 1.000 EACH| 800.00000 800.00| 1000.00000 1000.00| Dynamic Loading Tests(HP250x62) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 505B087M 1.000 EACH| 800.00000 800.00| 1000.00000 1000.00| Dynamic Load Tests(HP 310 X 79) | | | 0580 505M000M 1460.000 M | 99.50000 145270.00| 105.00000 153300.00| Steel Piling Furnished And Driven(HP | | | 250x62) | | | 0590 505M002M 1640.000 M | 112.50000 184500.00| 125.00000 205000.00| Steel Piling Furnished And Driven (HP | | | 310 x 79) | | | 0600 508A000M 11850.000 KG | 10.00000 118500.00| 12.50000 148125.00| Structural Steel | | | 0610 510A000M 743.000 M3 | 700.00000 520100.00| 750.00000 557250.00| Bridge Substructure Concrete, Class A | | | 0620 510C051M LUMP| 500000.00000 500000.00| 555000.00000 555000.00| Bridge Concrete Superstructure, Sta. | | | 271+48.222, aprox. 612 cubic meters | | | 0630 510E000M 2220.000 M2 | 4.75000 10545.00| 6.00000 13320.00| Grooving Concrete Bridge Decks | | | 0640 511A001M 120.000 EACH| 200.00000 24000.00| 250.00000 30000.00| Elastomeric Bearings, Type 2 | | | 0650 513B005M 1150.000 M | 328.00000 377200.00| 350.00000 402500.00| Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0660 521B000M LUMP| 125000.00000 125000.00| 125000.00000 125000.00| Coating Existing Bridge At STATION | | | 55+00 NORTHERN BYPASS WBR | | | 0670 521B001M LUMP| 125000.00000 125000.00| 125000.00000 125000.00| Coating Existing Bridge At STATION | | | 55+00 NORTHERN BYPASS EBR | | | 0680 524A011M 642.000 M3 | 525.00000 337050.00| 551.25000 353902.50| Culvert Concrete (Cast In Place) | | | 0690 530A000M 48.000 M | 71.15000 3415.20| 56.00000 2688.00| 375 mm Roadway Pipe (Class 3 R.C.) | | | 0700 530A001M 117.000 M | 80.00000 9360.00| 90.00000 10530.00| 450 mm Roadway Pipe (Class 3 R.C.) | | | 0710 530A002M 1004.000 M | 110.00000 110440.00| 118.00000 118472.00| 600 mm Roadway Pipe (Class 3 R.C.) | | | 0720 530A033M 230.000 M | 71.15000 16364.50| 67.00000 15410.00| 300mm Roadway Pipe (Class 3 R.C.) | | | 0730 530A100M 16.000 M | 150.00000 2400.00| 115.00000 1840.00| 375 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 530A101M 9.000 M | 200.00000 1800.00| 135.00000 1215.00| 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0750 530B001M 38.000 M | 160.00000 6080.00| 122.00000 4636.00| 560 mm Span X 345 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0760 532A040M 204.000 M | 350.00000 71400.00| 295.00000 60180.00| 300mm Slotted Drain Pipe(With Variable | | | Height Grate) | | | 0770 535A002M 44.000 M | 150.00000 6600.00| 105.00000 4620.00| 600 mm Side Drain Pipe | | | 0780 600A000M LUMP| 2473346.60000 2473346.60| 1200000.00000 1200000.00| Mobilization | | | 0790 602A000M 19.000 EACH| 200.00000 3800.00| 200.00000 3800.00| Right Of Way Markers | | | 0800 603C002 1.000 EACH| 50000.00000 50000.00| 60000.00000 60000.00| Furnishing Type 3 Field Office (State | | | Retained) | | | 0810 606A000M 300.000 M | 32.80000 9840.00| 22.00000 6600.00| 150 mm Underdrain Pipe | | | 0820 609A000M 2250.000 M2 | 8.50000 19125.00| 26.00000 58500.00| Aggregate Slope Protection | | | 0830 609B000M 2250.000 M2 | 3.00000 6750.00| 6.00000 13500.00| Geotextile Filter For Aggregate Slope | | | Protection | | | 0840 610C001M 651.000 MTON| 50.00000 32550.00| 26.00000 16926.00| Loose Riprap, Class 2 | | | 0850 610D000M 547.000 M2 | 3.50000 1914.50| 6.00000 3282.00| Filter Blanket | | | 0860 614A000M 121.000 M3 | 274.67000 33235.07| 288.40000 34896.40| Slope Paving | | | 0870 619A001M 2.000 EACH| 450.00000 900.00| 500.00000 1000.00| 375 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0880 619A002M 6.000 EACH| 500.00000 3000.00| 750.00000 4500.00| 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0890 619A003M 16.000 EACH| 650.00000 10400.00| 850.00000 13600.00| 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 619A102M 11.000 EACH| 650.00000 7150.00| 700.00000 7700.00| 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0910 619A202M 2.000 EACH| 1650.00000 3300.00| 1732.50000 3465.00| 600 mm Roadway Pipe End Treatment, | | | Class 1 (Double Line) | | | 0920 619B016M 4.000 EACH| 650.00000 2600.00| 682.50000 2730.00| 560 mm Span, 345 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0930 620A000M 2.000 M3 | 1100.00000 2200.00| 1155.00000 2310.00| Minor Structure Concrete | | | 0940 621A000M 9.000 EACH| 2150.00000 19350.00| 2257.50000 20317.50| Junction Boxes, Type 1, 1P Or 5 | | | 0950 621A005M 2.000 EACH| 2150.00000 4300.00| 2257.50000 4515.00| Junction Boxes, Type 1 | | | 0960 621C020M 11.000 EACH| 1950.00000 21450.00| 2047.50000 22522.50| Inlets, Type Y | | | 0970 621C027M 2.000 EACH| 1950.00000 3900.00| 2047.50000 4095.00| Inlets, Type C | | | 0980 621C041M 18.000 EACH| 2150.00000 38700.00| 2257.50000 40635.00| Inlets, Type B (Modified) | | | 0990 621C070M 9.000 EACH| 10250.00000 92250.00| 10762.50000 96862.50| Inlets, Type E4 | | | 1000 621C109M 1.000 EACH| 4750.00000 4750.00| 4987.50000 4987.50| Inlets, Type PD | | | 1010 621D001M 4.000 EACH| 450.00000 1800.00| 800.00000 3200.00| Inlet Units, Type B | | | 1020 621D019M 21.000 EACH| 550.00000 11550.00| 600.00000 12600.00| Inlet Units, Type Y | | | 1030 621D047M 10.000 EACH| 1450.00000 14500.00| 1522.50000 15225.00| Inlet Units, Type E4 | | | 1040 623B000M 447.000 M | 40.00000 17880.00| 32.00000 14304.00| Concrete Curb, Type N | | | 1050 623B001M 50.000 M | 100.00000 5000.00| 40.00000 2000.00| Concrete Curb, Type N Special | | | 1060 623C000M 300.000 M | 40.00000 12000.00| 30.00000 9000.00| Combination Curb & Gutter, Type C | | | 1070 629A023M 19.000 M | 660.00000 12540.00| 300.00000 5700.00| Concrete Median Or Safety Barrier, Type | | | 5 (Special) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 629A029M 409.000 M | 216.00000 88344.00| 210.00000 85890.00| Concrete Median Or Safety Barrier, Type | | | 10 | | | 1090 629A048M 568.000 M | 148.00000 84064.00| 190.00000 107920.00| Concrete Median Or Safety Barrier,Type | | | 1 (Reinforced) | | | 1100 629C002M 4.000 EACH| 4000.00000 16000.00| 4000.00000 16000.00| Concrete Median Or Safety Barrier End | | | Section, (Type TES) | | | 1110 630A001M 947.000 M | 68.90000 65248.30| 72.35000 68515.45| Steel Beam Guardrail, Class A, Type 2 | | | 1120 630C001M 5.000 EACH| 1000.00000 5000.00| 1050.00000 5250.00| Guardrail End Anchor, Type 8 | | | 1130 630C003M 10.000 EACH| 1700.00000 17000.00| 1785.00000 17850.00| Guardrail End Anchor, Type 13 | | | 1140 630C070M 19.000 EACH| 1350.00000 25650.00| 1417.50000 26932.50| Guardrail End Anchor, Type 10 Series | | | 1150 634A002M 614.000 M | 12.00000 7368.00| 18.00000 11052.00| Industrial Fence, 1.83 Meters High | | | 1160 641A612M 290.000 M | 300.00000 87000.00| 381.92000 110756.80| 152.4 mm Ductile Iron Water Main Laid | | | 1170 641A634M 539.000 M | 1261.20000 679786.80| 996.35000 537032.65| 1066.8 mm Ductile Iron Water Main Laid | | | 1180 641A700M 76.000 M | 2647.00000 201172.00| 3969.28000 301665.28| 762 mm Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1190 641A704M 937.000 M | 1573.40000 1474275.80| 2232.16000 2091533.92| 1066.8 mm Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1200 641A740M 268.000 M | 115.00000 30820.00| 98.56000 26414.08| 50.8 mm P.V.C. Water Main Laid | | | 1210 641A742M 15.000 M | 75.00000 1125.00| 135.07000 2026.05| 76.2 mm P.V.C. Water Main Laid | | | 1220 641A746M 1920.000 M | 110.00000 211200.00| 118.72000 227942.40| 152.4 mm P.V.C. Water Main Laid | | | 1230 641E500M 1.000 EACH| 4500.00000 4500.00| 1836.80000 1836.80| Fire Hydrant Reset | | | 1240 641R510M 2.000 EACH| 1500.00000 3000.00| 788.48000 1576.96| 19.05 mm Water Meter And Box Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1250 649A520M 7.000 M | 350.00000 2450.00| 387.52000 2712.64| 152.4 mm Steel Encasement Pipe, Type 1 | | | Installation | | | 1260 649A530M 42.000 M | 300.00000 12600.00| 385.28000 16181.76| 254 mm Steel Encasement Pipe, Type 1 | | | Installation | | | 1270 649A535M 19.000 M | 250.00000 4750.00| 418.88000 7958.72| 304.8 mm Steel Encasement Pipe, Type 1 | | | Installation | | | 1280 649A560M 31.000 M | 664.15000 20588.65| 2005.92000 62183.52| 609.6 mm Steel Encasement Pipe, Type 1 | | | Installation | | | 1290 649A575M 111.000 M | 1328.30000 147441.30| 2352.00000 261072.00| 1066.8 mm Steel Encasement Pipe, Type | | | 1 Installation | | | 1300 649A590M 40.000 M | 4855.80000 194232.00| 7616.00000 304640.00| 1524 mm Steel Encasement Pipe, Type 1 | | | Installation | | | 1310 649A630M 64.000 M | 391.80000 25075.20| 588.84000 37685.76| 254 mm Steel Encasement Pipe,Type 2 | | | Installation | | | 1320 649A690M 114.000 M | 4855.80000 553561.20| 5936.00000 676704.00| 1524 mm Steel Encasement Pipe, Type 2 | | | Installation | | | 1330 650B000M 10361.000 M3 | 7.50000 77707.50| 11.00000 113971.00| Topsoil From Stockpiles | | | 1340 652A056M 8.000 HA | 1050.00000 8400.00| 1375.11000 11000.88| Seeding (Mix 2E) | | | 1350 652B053M 3.000 HA | 600.00000 1800.00| 858.07000 2574.21| Temporary Seeding (Mix 2AT) | | | 1360 652D054M 3.000 HA | 800.00000 2400.00| 1375.11000 4125.33| Seeding In Stubble (Mix 2A) | | | 1370 654A000M 484.000 M2 | 4.00000 1936.00| 4.67000 2260.28| Solid Sodding | | | 1380 656A000M 3.000 HA | 1050.00000 3150.00| 1512.63000 4537.89| Mulching, Class A, Type 1 | | | 1390 656A001M 8.000 HA | 1100.00000 8800.00| 1650.14000 13201.12| Mulching, Class A, Type 2 | | | 1400 665C002M 49.000 M | 115.00000 5635.00| 80.00000 3920.00| 600 mm Temporary Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1410 665F000M 630.000 EACH| 6.00000 3780.00| 6.83000 4302.90| Hay Bales | | | 1420 665I000M 54.000 MTON| 55.00000 2970.00| 35.00000 1890.00| Temporary Riprap, Class 2 | | | 1430 665J000M 4259.000 M | 9.84000 41908.56| 7.67000 32666.53| Silt Fence, Type A | | | 1440 665O001M 4259.000 M | 1.64000 6984.76| 0.82000 3492.38| Silt Fence Removal | | | 1450 680A000M LUMP| 188000.00000 188000.00| 480000.00000 480000.00| Engineering Controls | | | 1460 701A028M 18.000 KM | 980.00000 17640.00| 1029.00000 18522.00| Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1470 701A037M 11.000 KM | 1105.00000 12155.00| 1160.25000 12762.75| Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1480 701A038M 2.000 KM | 620.00000 1240.00| 651.00000 1302.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1490 701A041M 14.000 KM | 620.00000 8680.00| 651.00000 9114.00| Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1500 701B009M 2055.000 M | 3.28000 6740.40| 3.44000 7069.20| Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 1510 701C002M 49.000 KM | 311.00000 15239.00| 326.53000 15999.97| Broken Temporary Traffic Stripe (Paint) | | | 1520 701C003M 68.000 KM | 365.00000 24820.00| 383.25000 26061.00| Solid Temporary Traffic Stripe (Paint) | | | 1530 701C006M 1.000 KM | 4225.00000 4225.00| 4436.25000 4436.25| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1540 701C009M 1.000 KM | 2175.00000 2175.00| 1133.75000 1133.75| Broken Temporary Traffic Stripe | | | (Removable Tape) | | | 1550 701D007M 3.000 KM | 1025.00000 3075.00| 1076.25000 3228.75| Solid Traffic Stripe Removed (Paint) | | | 1560 701D009M 1.000 KM | 750.00000 750.00| 787.50000 787.50| Solid Traffic Stripe Removed (Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 701D014M 2.000 KM | 935.00000 1870.00| 981.75000 1963.50| Broken Traffic Stripe Removed (Paint) | | | 1580 701D016M 1.000 KM | 750.00000 750.00| 787.50000 787.50| Broken Traffic Stripe Removed (Tape) | | | 1590 701G121M 354.000 M | 16.00000 5664.00| 16.80000 5947.20| Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1600 701G125M 118.000 M | 16.00000 1888.00| 16.80000 1982.40| Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1610 701G133M 118.000 M | 16.00000 1888.00| 16.80000 1982.40| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1620 703A002M 882.000 M2 | 29.00000 25578.00| 30.45000 26856.90| Traffic Control Markings, Class 2, Type | | | A | | | 1630 703B002M 108.000 M2 | 39.00000 4212.00| 40.95000 4422.60| Traffic Control Legends, Class 2, Type | | | 1640 703D002M 765.000 M2 | 15.00000 11475.00| 15.75000 12048.75| Temporary Traffic Control Markings | | | (Paint) | | | 1650 705A011M 190.000 EACH| 5.00000 950.00| 5.25000 997.50| Pavement Markers, Class C, Type 1-A | | | 1660 705A030M 114.000 EACH| 5.00000 570.00| 5.25000 598.50| Pavement Markers, Class A-H, Type 2-C | | | 1670 705A031M 806.000 EACH| 5.00000 4030.00| 5.25000 4231.50| Pavement Markers, Class A-H, Type 1-A | | | 1680 705A032M 91.000 EACH| 5.00000 455.00| 5.25000 477.75| Pavement Markers, Class A-H, Type 1-B | | | 1690 705A037M 107.000 EACH| 5.00000 535.00| 5.25000 561.75| Pavement Markers, Class A-H, Type 2-D | | | 1700 707G001M 210.000 EACH| 18.50000 3885.00| 19.43000 4080.30| Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 1710 710A115M 26.000 M2 | 150.00000 3900.00| 159.00000 4134.00| 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) | | | 1720 710A126M 44.000 SQ M| 183.00000 8052.00| 185.00000 8140.00| Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1730 710A140M 145.000 SQ M| 215.00000 31175.00| 185.00000 26825.00| Class 6, Aluminum Multiple Flat Sign | | | Panels 3.175mm Thick Or Steel Multiple | | | Flat Sign Panels 2.657mm Thick(Ty.III | | | Bckgrd) | | | 1740 710A141M 2.000 SQ M| 300.00000 600.00| 350.00000 700.00| Class 6, Aluminum Flat Sign Panels 3. | | | 175mm Thick Or Steel Flat Sign Panels 2.| | | 657mm Thick(Type III Background) | | | 1750 710A143M 12.000 SQ M| 215.00000 2580.00| 225.00000 2700.00| Cl 2A, Alum Multi Flat Sign Panels 3. | | | 175mm Tk Or Steel Multi Flat Sign | | | Panels 2.657mm Tk(Ty. III,IV,VII Or | | | VIII Bckgrd) | | | 1760 710B001M 430.000 M | 15.00000 6450.00| 25.00000 10750.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1770 710B006M 11.000 M | 200.00000 2200.00| 265.00000 2915.00| Roadway Sign Post (S100 x 11 Steel Beam | | | 1780 710B008M 15.000 M | 220.00000 3300.00| 210.00000 3150.00| Roadway Sign Post (W200 x 27 Steel Beam | | | 1790 710B012M 18.000 M | 215.00000 3870.00| 220.00000 3960.00| Roadway Sign Post (W200 x 31 Steel Beam | | | 1800 710C000M LUMP| 5000.00000 5000.00| 5000.00000 5000.00| Removal Of Existing Roadway Signs | | | 1810 713A000M 47.000 M | 360.00000 16920.00| 550.00000 25850.00| Permanent Barricades | | | 1820 715A000M LUMP| 37500.00000 37500.00| 36000.00000 36000.00| Overhead Roadway Sign Structure OHSB-1 | | | 1830 715A001M LUMP| 37500.00000 37500.00| 36000.00000 36000.00| Overhead Roadway Sign Structure OHSB-2 | | | 1840 715A002M LUMP| 25000.00000 25000.00| 28000.00000 28000.00| Overhead Roadway Sign Structure OHC-3 | | | 1850 715A003M LUMP| 25000.00000 25000.00| 28000.00000 28000.00| Overhead Roadway Sign Structure OHC-4 | | | 1860 720A026M 4.000 EACH| 22000.00000 88000.00| 23100.00000 92400.00| Vehicular Impact Attenuator | | | Assembly(Bi-directional, TL-3) | | | 1870 726A000M 2499.000 M | 79.00000 197421.00| 82.95000 207292.05| Portable Concrete Safety Barriers, Type | | | 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1880 726A001M 12.000 M | 230.00000 2760.00| 241.50000 2898.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 1890 726D026M 4.000 EACH| 17000.00000 68000.00| 17850.00000 71400.00| Portable Impact Attenuator Assembly( | | | Bi-directional, TL-3) | | | 1900 730A000M LUMP| 10000.00000 10000.00| 2362.50000 2362.50| Removal Of Existing Traffic Control | | | Unit (US HIGHWAY 231 AND ALABAMA HIGHWAY| | | 1910 730C000M LUMP| 15000.00000 15000.00| 12344.85000 12344.85| Furnishing And Installing Traffic | | | Control Unit( (US HIGHWAY 231 AND | | | ALABAMA HIGHWAY | | | 1920 730C001M LUMP| 12500.00000 12500.00| 6405.00000 6405.00| Furnishing And Installing Traffic | | | Control Unit ( US Highway 231 and Todd | | | Road/ | | | 1930 730C002M LUMP| 12500.00000 12500.00| 4725.00000 4725.00| Furnishing And Installing Traffic | | | Control Unit ( US Highway 231 and | | | Brooks Road) | | | 1940 730E000M 12.000 EACH| 1500.00000 18000.00| 35784.00000 429408.00| Metal Traffic Signal Pole Foundation | | | 1950 730G000M 12.000 EACH| 5000.00000 60000.00| 8326.50000 99918.00| Traffic Signal Strain Pole | | | 1960 730H001M 1090.000 M | 7.50000 8175.00| 12.08000 13167.20| Loop Wire | | | 1970 730I001M 410.000 M | 9.00000 3690.00| 3.47000 1422.70| Loop Dectector Lead-In-Cable | | | 1980 730J010M 6.000 EACH| 250.00000 1500.00| 168.00000 1008.00| Vehicle Loop Detector | | | 1990 730K000M 4.000 EACH| 450.00000 1800.00| 288.75000 1155.00| Traffic Signal Junction Box | | | 2000 730L002M 7.000 M | 25.00000 175.00| 13.65000 95.55| 27Millimeter Metallic, Conduit | | | 2010 730L003M 18.000 M | 25.00000 450.00| 13.65000 245.70| 27 Millimeter Non-Metallic, Conduit | | | 2020 730L005M 280.000 M | 15.00000 4200.00| 13.65000 3822.00| 53 Millimeter Non-Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2030 730N010M 12.000 EACH| 1000.00000 12000.00| 976.80000 11721.60| Luminaire Extension Assembly, 3.7 M | | | 2040 730P022M 34.000 EACH| 600.00000 20400.00| 714.00000 24276.00| Vehicular Signal Head, 300 Millimeter, | | | 3 Section, Type LED | | | 2050 730P024M 2.000 EACH| 1000.00000 2000.00| 1291.50000 2583.00| Vehicular Signal Head, 300 Millimeter, | | | 5 Section, Type LED | | | 2060 730R022M 1.000 EACH| 10000.00000 10000.00| 8925.00000 8925.00| Controller Assembly, Type III, 8 Phase | | | 2070 730R030M 1.000 EACH| 15000.00000 15000.00| 13125.00000 13125.00| Controller Assembly, Type III, Master | | | 2080 730T000M 1.000 EACH| 1000.00000 1000.00| 525.00000 525.00| Wood Pole | | | 2090 730U005M LUMP| 30000.00000 30000.00| 30786.00000 30786.00| Furnishing And Installing Video | | | Detection System | | | 2100 730U007M LUMP| 25000.00000 25000.00| 23625.00000 23625.00| Furnishing And Installing Video | | | Detection System | | | 2110 734A021M 1535.000 M | 10.00000 15350.00| 10.29000 15795.15| Cable OSP, Loose Tube, 12 MM X 12 SM HY | | | 2120 734A100M 1498.000 M | 5.00000 7490.00| 2.42000 3625.16| Messenger Wire | | | 2130 734B001M 200.000 M | 15.00000 3000.00| 5.25000 1050.00| Drop Cable OSP 6F MM Central Core | | | 2140 734F002M 3.000 EACH| 1000.00000 3000.00| 3674.50000 11023.50| Distribution Hardware FDB 12 Fiber | | | 2150 734G000M 18.000 EACH| 75.00000 1350.00| 52.50000 945.00| Connector ST Termination MM | | | 2160 734G005M 3.000 EACH| 1000.00000 3000.00| 682.50000 2047.50| Splice Closure, Aerial With Trays | | | 2170 734G009M 18.000 EACH| 100.00000 1800.00| 52.50000 945.00| Splicing, Fusion | | | 2180 734H022M 4.000 EACH| 150.00000 600.00| 36.75000 147.00| Patch Cord Duplex MM ST 3 Meter | | | 2190 734L001M 1.000 EACH| 15000.00000 15000.00| 1575.00000 1575.00| Tool Kit, Termination ST/FC | | | 2200 734L002M 1.000 EACH| 35000.00000 35000.00| 26250.00000 26250.00| Tool Kit, Fusion Splice | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040827004 COUNTIES : MONTGOMERY LETTING DATE : 08/27/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 30019 |( 2 ) 08077 |( ) |McINNIS LLC & APAC SOUTHEAS |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2210 734L006M 1.000 EACH| 25000.00000 25000.00| 19110.00000 19110.00| OTDR Mini MM 850/1300nm And SM 1310nm | | | 2220 734N021M 3.000 EACH| 2000.00000 6000.00| 2625.00000 7875.00| Fiber Optic Transciever, RS-232 Remote | | | w/Power | | | 2230 740B000M 161.000 M2 | 78.50000 12638.50| 75.50000 12155.50| Construction Signs | | | 2240 740D000M 737.000 EACH| 53.00000 39061.00| 50.00000 36850.00| Channelizing Drums | | | 2250 740E000M 100.000 EACH| 9.00000 900.00| 10.00000 1000.00| Cones (900 mm High) | | | 2260 740F002M 26.000 EACH| 174.00000 4524.00| 170.00000 4420.00| Barricades, Type III | | | 2270 740I005M 13.000 EACH| 490.00000 6370.00| 375.00000 4875.00| Warning Lights, Type B (Detachable Head | | | 2280 740L006M 14.000 EACH| 100.00000 1400.00| 100.00000 1400.00| Vertical Panel, Type II (Double-Sided) | | | 2290 740M001M 100.000 EACH| 6.00000 600.00| 8.00000 800.00| Ballast For Cone | | | 2300 741C010M 2.000 EACH| 3500.00000 7000.00| 3500.00000 7000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2310 742A001M 2.000 EACH| 14500.00000 29000.00| 10000.00000 20000.00| Portable Changeable Message Sign, Type | | | 2320 750Z100M LUMP| 375000.00000 375000.00| 509250.00000 509250.00| Roadway Lighting System (Rehabilitation | | | 2330 999 000M 6750.000 HOUR| 0.80000 5400.00| 0.80000 5400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 17,970,112.98| $ 18,541,730.09| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,970,112.98| $ 18,541,730.09| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20040827005 COUNTIES : TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 CONTRACT TIME : 400 Calendar Days CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : NHF-0076(501) for constructing the Additional Lanes on S.R.#13 (U.S.#43) from MP 200.250 to MP 201.981 north of Northport. Length - 1.731 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 5,980,645.20 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040827005 COUNTIES : TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( ) |RACON, INC. |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 120000.00000 120000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 40 acres) | | | 0020 204A000 6.000 EACH| 1000.00000 6000.00| | Closing Water Well | | | 0030 205A001 1.000 EACH| 3500.00000 3500.00| | Removal Of Structures, Structure No. 1 | | | 0050 205A003 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 7500.00000 7500.00| | Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 500.00000 500.00| | Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 500.00000 500.00| | Removal Of Structures, Structure No. 9 | | | 0130 205A011 1.000 EACH| 7500.00000 7500.00| | Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 12 | | | 0160 205A014 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 15 | | | 0180 205A016 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 16 | | | 0190 205A017 1.000 EACH| 0.00000 0.00| | Removal Of Structures, Structure No. 17 | | | 0200 205A018 1.000 EACH| 500.00000 500.00| | Removal Of Structures, Structure No. 18 | | | 0210 205A019 1.000 EACH| 500.00000 500.00| | Removal Of Structures, Structure No. 19 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040827005 COUNTIES : TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( ) |RACON, INC. |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 205A020 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 20 | | | 0230 205A021 1.000 EACH| 2500.00000 2500.00| | Removal of Structures, Structure No. 21 | | | 0240 205A022 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 22 | | | 0250 205A023 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 23 | | | 0270 205A025 1.000 EACH| 5000.00000 5000.00| | Removal Of Structures, Structure No. 25 | | | 0280 205A026 1.000 EACH| 7500.00000 7500.00| | Removal Of Structures, Structure No. 26 | | | 0290 206B000 LUMP| 7500.00000 7500.00| | Removal Of Old Box Culvert, Station | | | 180+95.540 | | | 0300 206D000 2268.000 LF | 6.05000 13721.40| | Removing Pipe | | | 0310 206E000 11.000 EACH| 480.00000 5280.00| | Removing Headwalls | | | 0320 209A000 56.000 EACH| 78.30000 4384.80| | Mailbox Reset, Single | | | 0330 210A000 95241.000 CUYD| 5.00000 476205.00| | Unclassified Excavation | | | 0340 210D013 71340.000 CUYD| 7.50000 535050.00| | Borrow Excavation (A-4(0) or Better) | | | 0350 214A000 1875.000 CUYD| 7.00000 13125.00| | Structure Excavation | | | 0360 214B001 633.000 CUYD| 28.11000 17793.63| | Foundation Backfill, Commercial | | | 0370 230A000 105.000 RBST| 450.00000 47250.00| | Roadbed Processing | | | 0380 301A004 16412.000 SQYD| 4.00000 65648.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0390 301A008 93928.000 SQYD| 4.75000 446158.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0400 301A012 6459.000 SQYD| 7.00000 45213.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040827005 COUNTIES : TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( ) |RACON, INC. |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 305B060 1500.000 TON | 20.00000 30000.00| | Crushed Aggregate, Section 825, 1" Down | | | for Miscellaneous Use | | | 0420 327E000 13148.000 TON | 39.78000 523027.44| | Permeable Asphalt Treated Base | | | 0430 401A000 19465.000 SQYD| 0.61000 11873.65| | Bituminous Treatment A | | | 0440 401A043 69089.000 SQYD| 1.10000 75997.90| | Bituminous Treatment AE | | | 0450 405A000 23755.000 GAL | 1.57000 37295.35| | Tack Coat | | | 0460 410C000 1.000 EACH| 5395.43000 5395.43| | Contractor Retained Profilograph | | | 0470 410H000 1.000 EACH| 49975.08000 49975.08| | Material Remixing Device | | | 0480 420A011 3048.000 TON | 73.42000 223784.16| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0490 424A360 5545.000 TON | 53.78000 298210.10| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0520 424A369 50.000 TON | 66.32000 3316.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0530 424B651 10655.000 TON | 43.35000 461894.25| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0540 424B659 50.000 TON | 49.20000 2460.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0550 424B662 85.000 TON | 59.26000 5037.10| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0560 424B681 8803.000 TON | 42.63000 375271.89| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040827005 COUNTIES : TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( ) |RACON, INC. |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 424B692 198.000 TON | 62.62000 12398.76| | Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0590 424C360 9851.000 TON | 40.72000 401132.72| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0600 428C000 18284.000 LF | 0.25000 4571.00| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0610 502A000 17201.000 LB | 1.50000 25801.50| | Steel Reinforcement | | | 0620 524A011 69.000 CUYD| 750.00000 51750.00| | Culvert Concrete (Cast In Place) | | | 0630 524B011 59.000 CUYD| 750.00000 44250.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0640 530A002 625.000 LF | 34.00000 21250.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0650 530A003 339.000 LF | 46.06000 15614.34| | 30" Roadway Pipe (Class 3 R.C.) | | | 0660 530A004 278.000 LF | 58.07000 16143.46| | 36" Roadway Pipe (Class 3 R.C.) | | | 0670 530A494 205.000 LF | 24.84000 5092.20| | 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0680 530A661 79.000 LF | 33.32000 2632.28| | 18" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0690 530A662 106.000 LF | 37.12000 3934.72| | 24" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0700 530A668 35.000 LF | 96.05000 3361.75| | 48" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0710 535A001 1612.000 LF | 24.90000 40138.80| | 18" Side Drain Pipe | | | 0720 535A002 308.000 LF | 37.30000 11488.40| | 24" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040827005 COUNTIES : TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( ) |RACON, INC. |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 600A000 LUMP| 350000.00000 350000.00| | Mobilization | | | 0740 601A000 1.000 EACH| 3500.00000 3500.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0750 602A000 54.000 EACH| 88.75000 4792.50| | Right Of Way Markers | | | 0760 605A002 18284.000 LF | 4.70000 85934.80| | Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0770 605B000 40.000 EACH| 305.00000 12200.00| | Special Underdrain Outlet, Type A | | | 0780 606A000 1000.000 LF | 9.14000 9140.00| | 6" Underdrain Pipe | | | 0790 610C001 160.000 TON | 22.00000 3520.00| | Loose Riprap, Class 2 | | | 0800 610D000 223.000 SQYD| 1.90000 423.70| | Filter Blanket | | | 0810 614A000 1307.000 CUYD| 202.00000 264014.00| | Slope Paving | | | 0820 618B003 250.000 SQYD| 50.00000 12500.00| | Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0830 619A003 12.000 EACH| 672.00000 8064.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0840 619A004 5.000 EACH| 842.00000 4210.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0850 619A005 5.000 EACH| 1009.00000 5045.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0860 619A054 1.000 EACH| 1240.00000 1240.00| | 30" Roadway Pipe End Treatment, Class 2 | | | 0870 619A055 1.000 EACH| 1440.00000 1440.00| | 36" Roadway Pipe End Treatment, Class 2 | | | 0880 619A101 64.000 EACH| 605.00000 38720.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0890 619A102 12.000 EACH| 684.00000 8208.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040827005 COUNTIES : TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( ) |RACON, INC. |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 620A000 2.000 CUYD| 1056.00000 2112.00| | Minor Structure Concrete | | | 0910 621A000 1.000 EACH| 1600.00000 1600.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0920 621C017 1.000 EACH| 3083.00000 3083.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0930 621C032 3.000 EACH| 3073.00000 9219.00| | Inlets, Type C (Modified) | | | 0940 621D015 3.000 EACH| 500.00000 1500.00| | Inlet Units, Type S1 Or S3 | | | 0950 623C000 340.000 LF | 25.00000 8500.00| | Combination Curb & Gutter, Type C | | | 0960 650B000 15500.000 CUYD| 4.00000 62000.00| | Topsoil From Stockpiles | | | 0970 651B000 46.000 TON | 38.95000 1791.70| | Agricultural Limestone | | | 0980 652A054 9.000 ACRE| 556.47000 5008.23| | Seeding (Mix 2A) | | | 0990 652A056 7.000 ACRE| 556.47000 3895.29| | Seeding (Mix 2E) | | | 1000 652B053 7.000 ACRE| 445.18000 3116.26| | Temporary Seeding (Mix 2AT) | | | 1010 652C000 23.000 ACRE| 83.47000 1919.81| | Mowing | | | 1020 652D054 7.000 ACRE| 556.47000 3895.29| | Seeding In Stubble (Mix 2A) | | | 1030 654A001 2900.000 SQYD| 4.45000 12905.00| | Solid Sodding (Bermuda) | | | 1040 656A000 23.000 ACRE| 500.82000 11518.86| | Mulching, Class A, Type 1 | | | 1050 659A002 1000.000 SQYD| 5.57000 5570.00| | Erosion Control Netting, Class C1 | | | 1060 659A010 1000.000 SQYD| 1.67000 1670.00| | Erosion Control Netting, Class A (Jute | | | Netting) | | | 1070 665A000 5.000 ACRE| 333.88000 1669.40| | Temporary Seeding | | | 1080 665B000 5.000 ACRE| 445.18000 2225.90| | Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040827005 COUNTIES : TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( ) |RACON, INC. |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1090 665G000 1000.000 EACH| 2.00000 2000.00| | Sand Bags | | | 1100 665I000 364.000 TON | 22.84000 8313.76| | Temporary Riprap, Class 2 | | | 1110 665J000 10320.000 LF | 2.35000 24252.00| | Silt Fence, Type A | | | 1120 665O001 10320.000 LF | 1.09000 11248.80| | Silt Fence Removal | | | 1130 665Q000 40.000 LF | 5.20000 208.00| | 12 Inch Wattle | | | 1140 665Q001 590.000 LF | 7.44000 4389.60| | 20 Inch Wattle | | | 1150 666A001 23.000 ACRE| 38.95000 895.85| | Pest Control Treatment | | | 1160 680A000 LUMP| 125000.00000 125000.00| | Engineering Controls | | | 1170 701A028 4.000 MILE| 1752.98000 7011.92| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1180 701A032 4.000 MILE| 1752.98000 7011.92| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1190 701A035 1.000 MILE| 1752.98000 1752.98| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 1200 701A041 4.000 MILE| 1101.87000 4407.48| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1210 701A046 4.000 MILE| 1101.87000 4407.48| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1220 701B009 450.000 LF | 1.11000 499.50| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1230 701C000 21.000 MILE| 578.76000 12153.96| | Broken Temporary Traffic Stripe | | | 1240 701C001 21.000 MILE| 690.06000 14491.26| | Solid Temporary Traffic Stripe | | | 1250 701D008 1.000 MILE| 1947.75000 1947.75| | Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040827005 COUNTIES : TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( ) |RACON, INC. |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 703A002 1839.000 SQFT| 3.17000 5829.63| | Traffic Control Markings, Class 2, Type | | | A | | | 1270 703B002 449.000 SQFT| 4.29000 1926.21| | Traffic Control Legends, Class 2, Type | | | 1280 703D001 3612.000 SQFT| 1.67000 6032.04| | Temporary Traffic Control Markings | | | 1290 705A011 870.000 EACH| 6.12000 5324.40| | Pavement Markers, Class C, Type 1-A | | | 1300 705A012 470.000 EACH| 6.12000 2876.40| | Pavement Markers, Class C, Type 1-B | | | 1310 705A023 220.000 EACH| 6.12000 1346.40| | Pavement Markers, Class C, Type 2-D | | | 1320 705A024 235.000 EACH| 6.12000 1438.20| | Pavement Markers, Class C, Type 2-E | | | 1330 705A030 40.000 EACH| 6.12000 244.80| | Pavement Markers, Class A-H, Type 2-C | | | 1340 705A031 230.000 EACH| 6.12000 1407.60| | Pavement Markers, Class A-H, Type 1-A | | | 1350 705A037 450.000 EACH| 6.12000 2754.00| | Pavement Markers, Class A-H, Type 2-D | | | 1360 710A115 112.000 SQFT| 15.58000 1744.96| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1370 710A125 18.000 SQFT| 18.92000 340.56| | Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1380 710A126 106.000 SQFT| 20.03000 2123.18| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1390 710B001 390.000 LF | 5.56000 2168.40| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1400 740B000 1238.000 SQFT| 8.07000 9990.66| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040827005 COUNTIES : TUSCALOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( ) |RACON, INC. |HASTINGS GENERAL CONTRACTIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1410 740D000 400.000 EACH| 61.22000 24488.00| | Channelizing Drums | | | 1420 740E000 50.000 EACH| 2.00000 100.00| | Cones (36 Inches High) | | | 1430 740F002 68.000 EACH| 200.34000 13623.12| | Barricades, Type III | | | 1440 740I005 34.000 EACH| 445.20000 15136.80| | Warning Lights, Type B (Detachable Head | | | 1450 740L005 131.000 EACH| 71.23000 9331.13| | Vertical Panel, Type I (Double-Sided) | | | 1460 740M001 50.000 EACH| 2.00000 100.00| | Ballast For Cone | | | 1470 741C010 1.000 EACH| 4674.60000 4674.60| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1480 742A001 2.000 EACH| 11686.50000 23373.00| | Portable Changeable Message Sign, Type | | | 1490 999 000 1500.000 HOUR| 0.80000 1200.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,980,645.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,980,645.20| $ 18,541,730.09| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20040827010 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN04(219) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R. #79 from the Horseshoe Bend National Military Park to the Randolph County line. Length 11.505 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 1,167,949.48 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,268,462.17 108.6059% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040827010 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05024 |( 2 ) 04013 |( ) |EAST RIVER CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 12000.000 GAL | 1.10000 13200.00| 1.08000 12960.00| Tack Coat | | | 0020 429A200 9320.000 TON | 39.93000 372147.60| 45.26000 421823.20| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429B204 500.000 TON | 48.12000 24060.00| 69.29000 34645.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429B208 11440.000 TON | 38.48000 440211.20| 40.57000 464120.80| Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429C211 2230.000 TON | 37.32000 83223.60| 44.57000 99391.10| Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 430B043 4557.000 TON | 16.44000 74917.08| 18.30000 83393.10| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0070 600A000 LUMP| 50000.00000 50000.00| 28059.28000 28059.28| Mobilization | | | 0080 630A021 88.000 LF | 80.00000 7040.00| 48.85000 4298.80| Steel Beam Guardrail, Class A, Type | | | 2(Steel Post) | | | 0090 630C070 8.000 EACH| 1500.00000 12000.00| 1817.51000 14540.08| Guardrail End Anchor, Type 10 Series | | | 0100 665F000 100.000 EACH| 6.00000 600.00| 3.61000 361.00| Hay Bales | | | 0110 665J000 400.000 LF | 5.50000 2200.00| 3.61000 1444.00| Silt Fence, Type A | | | 0120 665O001 400.000 LF | 3.50000 1400.00| 1.20000 480.00| Silt Fence Removal | | | 0130 701A031 24.000 MILE| 1100.00000 26400.00| 1249.54000 29988.96| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040827010 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05024 |( 2 ) 04013 |( ) |EAST RIVER CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A035 20.000 MILE| 1200.00000 24000.00| 1363.13000 27262.60| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 4.000 MILE| 950.00000 3800.00| 1079.14000 4316.56| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 8.000 MILE| 280.00000 2240.00| 318.06000 2544.48| Broken Temporary Traffic Stripe | | | 0170 701C001 40.000 MILE| 380.00000 15200.00| 431.66000 17266.40| Solid Temporary Traffic Stripe | | | 0180 703A002 520.000 SQFT| 2.80000 1456.00| 3.18000 1653.60| Traffic Control Markings, Class 2, Type | | | A | | | 0190 705A032 300.000 EACH| 5.40000 1620.00| 6.13000 1839.00| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 1320.000 EACH| 5.50000 7260.00| 6.25000 8250.00| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 286.000 SQFT| 9.00000 2574.00| 8.71000 2491.06| Construction Signs | | | 0220 740E000 25.000 EACH| 10.00000 250.00| 12.02000 300.50| Cones (36 Inches High) | | | 0230 740O000 1.000 EACH| 2150.00000 2150.00| 7032.65000 7032.65| Pilot Car | | | SECTION TOTALS | $ 1,167,949.48| $ 1,268,462.17| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,167,949.48| $ 1,268,462.17| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20040827012 COUNTIES : JEFFERSON LETTING DATE : 08/27/04 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPHS-0003(515) for constructing the Concrete Pavement Rehabilitation on on 99-403-371-000-420 S.R.#3 (U.S.#31) from the S.R.#38 (U.S.#280) ramps to the north end of the bridge over Rosedale Drive in Birmingham. Length 1.690 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07011 GROUT, INCORPORATED $ 871,801.48 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 893,076.39 102.4403% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 899,783.12 103.2096% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040827012 COUNTIES : JEFFERSON LETTING DATE : 08/27/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07011 |( 2 ) 01087 |( 3 ) 04013 |GROUT, INCORPORATED |APAC-SOUTHEAST, 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 404E002 4251.000 TON | 62.18000 264327.18| 50.20000 213400.20| 52.00000 221052.00 Paver-Laid Surface Treatment, Plant Mix | | | Production, Type C Gradation | | | 0020 404F000 85000.000 SQYD| 3.01000 255850.00| 2.85000 242250.00| 3.20000 272000.00 Paver-Laid Surface Treatment, Placement | | | 0030 453C000 192.000 SQYD| 200.00000 38400.00| 226.20000 43430.40| 271.88000 52200.96 Removal Of Concrete Pavement Slab | | | 0040 453D000 56.000 CUYD| 950.00000 53200.00| 1032.40000 57814.40| 1240.89000 69489.84 Concrete Pavement Replacement Slab | | | 0050 454A000 398.000 LF | 3.00000 1194.00| 3.20000 1273.60| 3.83000 1524.34 Cleaning And Sealing Concrete Pavement, | | | Type I, Joints | | | 0060 454A001 352.000 LF | 3.00000 1056.00| 3.20000 1126.40| 3.83000 1348.16 Cleaning And Sealing Concrete Pavement, | | | Type I, Cracks | | | 0070 454A004 1682.000 LF | 3.00000 5046.00| 2.90000 4877.80| 3.49000 5870.18 Cleaning And Sealing Concrete Pavement, | | | Type I, Joints (Longitudinal Edge | | | Joints) | | | 0080 455A000 1812.000 SQYD| 17.35000 31438.20| 16.76000 30369.12| 17.00000 30804.00 Grinding Concrete Pavement | | | 0090 600A000 LUMP| 94470.00000 94470.00| 183000.00000 183000.00| 107900.00000 107900.00 Mobilization | | | 0100 701A028 4.000 MILE| 1575.00000 6300.00| 1845.00000 7380.00| 2195.97000 8783.88 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A041 8.000 MILE| 990.00000 7920.00| 1160.00000 9280.00| 1380.32000 11042.56 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 4.000 MILE| 1775.00000 7100.00| 2080.00000 8320.00| 2474.82000 9899.28 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B005 110.000 LF | 1.00000 110.00| 1.17000 128.70| 1.39000 152.90 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0140 701B009 2862.000 LF | 1.00000 2862.00| 1.17000 3348.54| 1.39000 3978.18 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040827012 COUNTIES : JEFFERSON LETTING DATE : 08/27/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07011 |( 2 ) 01087 |( 3 ) 04013 |GROUT, INCORPORATED |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C000 8.000 MILE| 550.00000 4400.00| 644.50000 5156.00| 766.85000 6134.80 Broken Temporary Traffic Stripe | | | 0160 701C001 1.000 MILE| 620.00000 620.00| 726.46000 726.46| 864.44000 864.44 Solid Temporary Traffic Stripe | | | 0170 701E000 300.000 LF | 1.00000 300.00| 1.17000 351.00| 1.39000 417.00 Solid Temporary Traffic Stripe | | | 0180 701E010 328.000 LF | 1.00000 328.00| 1.17000 383.76| 1.39000 455.92 Broken Temporary Traffic Stripe | | | 0190 701G040 164.000 LF | 2.00000 328.00| 2.34000 383.76| 2.79000 457.56 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 703A002 3527.000 SQFT| 2.80000 9875.60| 3.28000 11568.56| 3.90000 13755.30 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 45.000 SQFT| 4.00000 180.00| 4.69000 211.05| 5.58000 251.10 Traffic Control Legends, Class 2, Type | | | 0220 705A030 988.000 EACH| 5.50000 5434.00| 6.44000 6362.72| 7.67000 7577.96 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 981.000 EACH| 5.50000 5395.50| 6.44000 6317.64| 7.67000 7524.27 Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 214.000 EACH| 5.50000 1177.00| 6.44000 1378.16| 7.67000 1641.38 Pavement Markers, Class A-H, Type 1-B | | | 0250 740B000 1435.000 SQFT| 12.00000 17220.00| 8.92000 12800.20| 10.64000 15268.40 Construction Signs | | | 0260 740C000 313.000 SQFT| 15.00000 4695.00| 9.84000 3079.92| 11.74000 3674.62 Special Construction Signs | | | 0270 740D000 341.000 EACH| 75.00000 25575.00| 68.00000 23188.00| 80.72000 27525.52 Channelizing Drums | | | 0280 740F002 4.000 EACH| 300.00000 1200.00| 235.00000 940.00| 278.85000 1115.40 Barricades, Type III | | | 0290 740I005 4.000 EACH| 200.00000 800.00| 95.00000 380.00| 113.01000 452.04 Warning Lights, Type B (Detachable Head | | | 0300 741C010 3.000 EACH| 5000.00000 15000.00| 950.00000 2850.00| 1137.43000 3412.29 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0310 742A001 2.000 EACH| 5000.00000 10000.00| 5500.00000 11000.00| 6604.42000 13208.84 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 871,801.48| $ 893,076.39| $ 899,783.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 871,801.48| $ 893,076.39| $ 899,783.12 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20040827016 COUNTIES : BALDWIN LETTING DATE : 08/27/04 10:00 AM DIVISION : 09 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : TCSP-0042(505) for constructing the Lighting on S.R.#42 (U.S.#98) from S.R.#104 in Fairhope to Gable Street in Daphne. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01020 APEX CONTRACTING, INC. $ 428,856.40 100.0000% 2 07004 GEORGIA ELECTRIC COMPANY $ 457,169.94 106.6021% 3 08002 H & H ELECTRIC COMPANY, INC. $ 482,967.50 112.6175% 4 02057 BAGBY & RUSSELL ELECTRIC COMPANY, INC. $ 497,613.19 116.0326% 5 19055 SHOALS ELECTRIC COMPANY, INC. $ 613,276.50 143.0028% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040827016 COUNTIES : BALDWIN LETTING DATE : 08/27/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01020 |( 2 ) 07004 |( 3 ) 08002 |APEX CONTRACTING, INC. |GEORGIA ELECTRIC COMPANY |H & H ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 33800.00000 33800.00| 22029.62000 22029.62| 52640.00000 52640.00 Mobilization | | | 0020 740B000 806.000 SQFT| 8.15000 6568.90| 23.08000 18602.48| 11.00000 8866.00 Construction Signs | | | 0030 740D000 20.000 EACH| 45.00000 900.00| 114.42000 2288.40| 99.00000 1980.00 Channelizing Drums | | | 0040 740E000 25.000 EACH| 16.00000 400.00| 31.78000 794.50| 27.50000 687.50 Cones (36 Inches High) | | | 0050 740M001 25.000 EACH| 2.50000 62.50| 12.72000 318.00| 11.00000 275.00 Ballast For Cone | | | 0060 741C010 1.000 EACH| 1275.00000 1275.00| 1525.56000 1525.56| 1320.00000 1320.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0070 750B251 3.000 EACH| 2150.00000 6450.00| 2503.31000 7509.93| 2145.00000 6435.00 Segmented Reflector Luminaire Assembly, | | | Double | | | 0080 750Z010 LUMP| 379400.00000 379400.00| 404101.45000 404101.45| 410764.00000 410764.00 Roadway Lighting System | | | SECTION TOTALS | $ 428,856.40| $ 457,169.94| $ 482,967.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 428,856.40| $ 457,169.94| $ 482,967.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040827016 COUNTIES : BALDWIN LETTING DATE : 08/27/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 02057 |( 5 ) 19055 |( ) |BAGBY & RUSSELL ELECTRIC CO |SHOALS ELECTRIC COMPANY, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 2500.00000 2500.00| 50000.00000 50000.00| Mobilization | | | 0020 740B000 806.000 SQFT| 10.24000 8253.44| 12.75000 10276.50| Construction Signs | | | 0030 740D000 20.000 EACH| 94.50000 1890.00| 75.00000 1500.00| Channelizing Drums | | | 0040 740E000 25.000 EACH| 26.25000 656.25| 12.00000 300.00| Cones (36 Inches High) | | | 0050 740M001 25.000 EACH| 10.50000 262.50| 8.00000 200.00| Ballast For Cone | | | 0060 741C010 1.000 EACH| 1260.00000 1260.00| 6500.00000 6500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0070 750B251 3.000 EACH| 3394.00000 10182.00| 6500.00000 19500.00| Segmented Reflector Luminaire Assembly, | | | Double | | | 0080 750Z010 LUMP| 472609.00000 472609.00| 525000.00000 525000.00| Roadway Lighting System | | | SECTION TOTALS | $ 497,613.19| $ 613,276.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 497,613.19| $ 613,276.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 CONTRACT TIME : 360 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0049(500) for constructing the Bridge Replacement and Approaches on S.R.#49 at Sougahatchee Creek north of Reeltown. Length 0.974 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 5,672,670.19 100.0000% 2 14003 W. S. NEWELL, INC. $ 5,875,161.22 103.5696% 3 20050 TOMLIN CONSTRUCTION, LLC $ 5,879,323.60 103.6430% 4 13021 MURPHREE BRIDGE CORPORATION $ 6,244,000.00 110.0716% 5 19007 SCOTT BRIDGE COMPANY, INC. $ 6,828,586.33 120.3769% 6 13099 MCINNIS, LLC $ 7,468,870.65 131.6641% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 20050 |RACON, INC. |W. S. NEWELL, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 111000.00000 111000.00| 111000.00000 111000.00| 111000.00000 111000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 37 Acres) | | | 0020 206A000 LUMP| 60000.00000 60000.00| 150000.00000 150000.00| 88000.00000 88000.00 Removal Of Old Bridge, Station 23+14.27 | | | 0030 206B000 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 88000.00000 88000.00 Removal Of Old Box Culvert, Station | | | 40+40 | | | 0040 206D000 231.000 LF | 6.05000 1397.55| 5.00000 1155.00| 75.00000 17325.00 Removing Pipe | | | 0050 210A000 366404.000 CUYD| 3.00000 1099212.00| 2.08000 762120.32| 3.85000 1410655.40 Unclassified Excavation | | | 0060 214A000 4138.000 CUYD| 15.00000 62070.00| 6.44000 26648.72| 10.00000 41380.00 Structure Excavation | | | 0070 214B001 719.000 CUYD| 28.55000 20527.45| 35.00000 25165.00| 35.00000 25165.00 Foundation Backfill, Commercial | | | 0080 215A000 519.000 CUYD| 50.00000 25950.00| 55.00000 28545.00| 75.00000 38925.00 Unclassified Bridge Excavation | | | 0090 215B000 LUMP| 17500.00000 17500.00| 30000.00000 30000.00| 12000.00000 12000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 23+07.30 | | | 0100 231B002 4326.000 TON | 15.25000 65971.50| 17.42000 75358.92| 15.00000 64890.00 Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0110 301A008 7015.000 SQYD| 5.50000 38582.50| 5.70000 39985.50| 4.65000 32619.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0120 301A012 24880.000 SQYD| 5.25000 130620.00| 5.87000 146045.60| 4.65000 115692.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 16151.000 SQYD| 0.49000 7913.99| 0.46000 7429.46| 0.35000 5652.85 Bituminous Treatment A | | | 0140 401B108 6430.000 SQYD| 1.60000 10288.00| 1.50000 9645.00| 1.50000 9645.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0150 405A000 4800.000 GAL | 1.60000 7680.00| 1.50000 7200.00| 1.85000 8880.00 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 20050 |RACON, INC. |W. S. NEWELL, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 408A051 2000.000 SQYD| 5.35000 10700.00| 5.00000 10000.00| 6.50000 13000.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0170 408A052 1600.000 SQYD| 5.35000 8560.00| 5.00000 8000.00| 4.25000 6800.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0180 410B000 1.000 EACH| 3210.00000 3210.00| 3000.00000 3000.00| 3000.00000 3000.00 State Furnished Profilograph | | | 0190 424A360 969.000 TON | 49.99000 48440.31| 46.72000 45271.68| 44.00000 42636.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424A361 7953.000 TON | 45.27000 360032.31| 42.31000 336491.43| 39.00000 310167.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424A366 250.000 TON | 51.36000 12840.00| 48.00000 12000.00| 59.10000 14775.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B650 2447.000 TON | 45.27000 110775.69| 42.31000 103532.57| 44.90000 109870.30 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424B681 4356.000 TON | 41.85000 182298.60| 39.11000 170363.16| 32.25000 140481.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424B685 250.000 TON | 107.00000 26750.00| 100.00000 25000.00| 95.00000 23750.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 430B014 300.000 TON | 18.00000 5400.00| 22.49000 6747.00| 25.00000 7500.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0260 450B000 107.000 SQYD| 90.00000 9630.00| 90.00000 9630.00| 95.00000 10165.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0270 502A000 281616.000 LB | 0.84000 236557.44| 0.77000 216844.32| 0.85000 239373.60 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 20050 |RACON, INC. |W. S. NEWELL, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 502A001 63600.000 LB | 0.77000 48972.00| 1.00000 63600.00| 0.75000 47700.00 Steel Reinforcement (Grade 60) | | | 0290 502B000 LUMP| 78500.00000 78500.00| 75000.00000 75000.00| 121000.00000 121000.00 Steel Reinforcement For Bridge | | | Superstructure, 23+07.30 approx. 81,000 | | | lbs. | | | 0300 505G003 22.000 EACH| 140.00000 3080.00| 160.00000 3520.00| 120.00000 2640.00 Pile Points (Type A, 12") | | | 0310 505M002 313.000 LF | 37.00000 11581.00| 30.00000 9390.00| 33.00000 10329.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0320 508A000 7600.000 LB | 3.50000 26600.00| 2.20000 16720.00| 2.00000 15200.00 Structural Steel | | | 0330 510A000 478.000 CUYD| 365.00000 174470.00| 385.00000 184030.00| 375.00000 179250.00 Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 335000.00000 335000.00| 300000.00000 300000.00| 243000.00000 243000.00 Bridge Concrete Superstructure, Sta. | | | 23+07.30, approx 640 cu yd | | | 0350 510E000 1840.000 SQYD| 2.30000 4232.00| 1.85000 3404.00| 2.00000 3680.00 Grooving Concrete Bridge Decks | | | 0360 511A001 42.000 EACH| 150.00000 6300.00| 125.00000 5250.00| 195.00000 8190.00 Elastomeric Bearings, Type 2 | | | 0370 513B017 2871.000 LF | 150.00000 430650.00| 135.00000 387585.00| 155.00000 445005.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0380 524A011 1454.000 CUYD| 390.55000 567859.70| 365.00000 530710.00| 365.00000 530710.00 Culvert Concrete (Cast In Place) | | | 0390 530A002 248.000 LF | 25.36000 6289.28| 37.74000 9359.52| 36.00000 8928.00 24" Roadway Pipe (Class 3 R.C.) | | | 0400 530A004 100.000 LF | 43.42000 4342.00| 66.03000 6603.00| 53.00000 5300.00 36" Roadway Pipe (Class 3 R.C.) | | | 0410 600A000 LUMP| 440400.00000 440400.00| 820569.00000 820569.00| 390000.00000 390000.00 Mobilization | | | 0420 601A000 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 20000.00000 20000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0430 602A000 24.000 EACH| 88.72000 2129.28| 125.00000 3000.00| 125.00000 3000.00 Right Of Way Markers | | | 0440 602C000 2.000 EACH| 105.00000 210.00| 200.00000 400.00| 150.00000 300.00 Permanent Easement Marker | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 20050 |RACON, INC. |W. S. NEWELL, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 603A002 1.000 EACH| 30000.00000 30000.00| 15000.00000 15000.00| 20000.00000 20000.00 Furnishing Type 3 Field Office | | | 0460 606A000 600.000 LF | 9.56000 5736.00| 15.00000 9000.00| 13.00000 7800.00 6" Underdrain Pipe | | | 0470 610C001 7338.000 TON | 22.00000 161436.00| 19.24000 141183.12| 25.00000 183450.00 Loose Riprap, Class 2 | | | 0480 610D003 6377.000 SQYD| 2.00000 12754.00| 2.00000 12754.00| 2.65000 16899.05 Filter Blanket, Geotextile | | | 0490 614A000 468.000 CUYD| 225.99000 105763.32| 210.00000 98280.00| 210.00000 98280.00 Slope Paving | | | 0500 619A003 4.000 EACH| 672.00000 2688.00| 650.00000 2600.00| 650.00000 2600.00 24" Roadway Pipe End Treatment, Class 1 | | | 0510 619A005 2.000 EACH| 1013.00000 2026.00| 1050.00000 2100.00| 1050.00000 2100.00 36" Roadway Pipe End Treatment, Class 1 | | | 0520 630A001 300.000 LF | 16.00000 4800.00| 15.00000 4500.00| 19.00000 5700.00 Steel Beam Guardrail, Class A, Type 2 | | | 0530 630C003 4.000 EACH| 1500.00000 6000.00| 1100.00000 4400.00| 1400.00000 5600.00 Guardrail End Anchor, Type 13 | | | 0540 630C050 4.000 EACH| 1500.00000 6000.00| 1900.00000 7600.00| 1510.00000 6040.00 Guardrail End Anchor, Type 20 Series | | | 0550 650A000 16268.000 CUYD| 5.00000 81340.00| 6.00000 97608.00| 6.75000 109809.00 Topsoil | | | 0560 650B000 2000.000 CUYD| 3.00000 6000.00| 3.00000 6000.00| 3.00000 6000.00 Topsoil From Stockpiles | | | 0570 652A054 30.000 ACRE| 418.00000 12540.00| 500.00000 15000.00| 500.00000 15000.00 Seeding (Mix 2A) | | | 0580 652A056 5.000 ACRE| 440.00000 2200.00| 500.00000 2500.00| 500.00000 2500.00 Seeding (Mix 2E) | | | 0590 652B053 12.000 ACRE| 330.00000 3960.00| 400.00000 4800.00| 500.00000 6000.00 Temporary Seeding (Mix 2AT) | | | 0600 652D054 12.000 ACRE| 352.00000 4224.00| 450.00000 5400.00| 400.00000 4800.00 Seeding In Stubble (Mix 2A) | | | 0610 654A001 1065.000 SQYD| 3.58000 3812.70| 4.00000 4260.00| 3.50000 3727.50 Solid Sodding (Bermuda) | | | 0620 656A000 42.000 ACRE| 407.00000 17094.00| 450.00000 18900.00| 500.00000 21000.00 Mulching, Class A, Type 1 | | | 0630 656A001 5.000 ACRE| 495.00000 2475.00| 450.00000 2250.00| 500.00000 2500.00 Mulching, Class A, Type 2 | | | 0640 659A000 2500.000 SQYD| 1.21000 3025.00| 1.50000 3750.00| 2.00000 5000.00 Erosion Control Netting, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -6 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 20050 |RACON, INC. |W. S. NEWELL, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 659A002 5770.000 SQYD| 6.05000 34908.50| 5.00000 28850.00| 7.50000 43275.00 Erosion Control Netting, Class C1 | | | 0660 665A000 10.000 ACRE| 357.50000 3575.00| 300.00000 3000.00| 250.00000 2500.00 Temporary Seeding | | | 0670 665B000 10.000 ACRE| 330.00000 3300.00| 400.00000 4000.00| 250.00000 2500.00 Temporary Mulching | | | 0680 665C001 540.000 LF | 18.50000 9990.00| 22.00000 11880.00| 25.00000 13500.00 18" Temporary Pipe | | | 0690 665F000 310.000 EACH| 5.00000 1550.00| 8.00000 2480.00| 6.00000 1860.00 Hay Bales | | | 0700 665G000 250.000 EACH| 2.30000 575.00| 10.00000 2500.00| 10.00000 2500.00 Sand Bags | | | 0710 665I000 1478.000 TON | 24.55000 36284.90| 19.24000 28436.72| 30.00000 44340.00 Temporary Riprap, Class 2 | | | 0720 665I002 100.000 TON | 28.43000 2843.00| 19.24000 1924.00| 30.00000 3000.00 Temporary Riprap, Class 1 | | | 0730 665J000 10442.000 LF | 2.35000 24538.70| 4.00000 41768.00| 2.50000 26105.00 Silt Fence, Type A | | | 0740 665L000 580.000 LF | 21.15000 12267.00| 20.00000 11600.00| 20.00000 11600.00 Floating Basin Boom | | | 0750 665O001 10442.000 LF | 1.09000 11381.78| 1.00000 10442.00| 0.50000 5221.00 Silt Fence Removal | | | 0760 680A000 LUMP| 125000.00000 125000.00| 370540.00000 370540.00| 79000.00000 79000.00 Engineering Controls | | | 0770 701A006 35.000 MILE| 594.00000 20790.00| 450.00000 15750.00| 560.00000 19600.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0780 701A010 4.000 MILE| 385.00000 1540.00| 350.00000 1400.00| 400.00000 1600.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0790 701A014 15.000 MILE| 594.00000 8910.00| 450.00000 6750.00| 560.00000 8400.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0800 701A028 2.000 MILE| 2200.00000 4400.00| 1400.00000 2800.00| 2200.00000 4400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0810 701A032 2.000 MILE| 2200.00000 4400.00| 1700.00000 3400.00| 2200.00000 4400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -7 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14003 |( 3 ) 20050 |RACON, INC. |W. S. NEWELL, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 701C001 18.000 MILE| 638.00000 11484.00| 380.00000 6840.00| 600.00000 10800.00 Solid Temporary Traffic Stripe | | | 0830 701G125 828.000 LF | 4.95000 4098.60| 6.00000 4968.00| 4.85000 4015.80 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0840 701G133 828.000 LF | 4.95000 4098.60| 6.00000 4968.00| 4.85000 4015.80 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0850 703A000 600.000 SQFT| 1.65000 990.00| 1.70000 1020.00| 1.85000 1110.00 Traffic Control Markings, Class 1, Type | | | A | | | 0860 703D001 600.000 SQFT| 1.65000 990.00| 1.70000 1020.00| 1.85000 1110.00 Temporary Traffic Control Markings | | | 0870 705A032 132.000 EACH| 6.05000 798.60| 5.40000 712.80| 5.95000 785.40 Pavement Markers, Class A-H, Type 1-B | | | 0880 705A037 1077.000 EACH| 6.05000 6515.85| 5.50000 5923.50| 5.95000 6408.15 Pavement Markers, Class A-H, Type 2-D | | | 0890 740B000 1452.000 SQFT| 8.07000 11717.64| 7.69000 11165.88| 8.50000 12342.00 Construction Signs | | | 0900 740D000 50.000 EACH| 59.00000 2950.00| 53.00000 2650.00| 65.00000 3250.00 Channelizing Drums | | | 0910 740E000 50.000 EACH| 2.00000 100.00| 12.00000 600.00| 10.50000 525.00 Cones (36 Inches High) | | | 0920 740F002 16.000 EACH| 201.00000 3216.00| 175.00000 2800.00| 225.00000 3600.00 Barricades, Type III | | | 0930 740I005 8.000 EACH| 445.05000 3560.40| 371.00000 2968.00| 550.00000 4400.00 Warning Lights, Type B (Detachable Head | | | 0940 740M001 50.000 EACH| 2.00000 100.00| 8.00000 400.00| 7.50000 375.00 Ballast For Cone | | | 0950 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,672,670.19| $ 5,875,161.22| $ 5,879,323.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,672,670.19| $ 5,875,161.22| $ 5,879,323.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -8 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 19007 |( 6 ) 13099 |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 111000.00000 111000.00| 111000.00000 111000.00| 111000.00000 111000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 37 Acres) | | | 0020 206A000 LUMP| 200000.00000 200000.00| 261000.00000 261000.00| 150000.00000 150000.00 Removal Of Old Bridge, Station 23+14.27 | | | 0030 206B000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 6000.00000 6000.00 Removal Of Old Box Culvert, Station | | | 40+40 | | | 0040 206D000 231.000 LF | 6.00000 1386.00| 6.00000 1386.00| 6.00000 1386.00 Removing Pipe | | | 0050 210A000 366404.000 CUYD| 3.65000 1337374.60| 3.93000 1439967.72| 6.00000 2198424.00 Unclassified Excavation | | | 0060 214A000 4138.000 CUYD| 10.00000 41380.00| 20.50000 84829.00| 10.00000 41380.00 Structure Excavation | | | 0070 214B001 719.000 CUYD| 25.00000 17975.00| 35.00000 25165.00| 35.00000 25165.00 Foundation Backfill, Commercial | | | 0080 215A000 519.000 CUYD| 200.00000 103800.00| 130.00000 67470.00| 40.00000 20760.00 Unclassified Bridge Excavation | | | 0090 215B000 LUMP| 50000.00000 50000.00| 145000.00000 145000.00| 100000.00000 100000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 23+07.30 | | | 0100 231B002 4326.000 TON | 15.00000 64890.00| 15.00000 64890.00| 22.00000 95172.00 Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0110 301A008 7015.000 SQYD| 4.65000 32619.75| 4.65000 32619.75| 5.50000 38582.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0120 301A012 24880.000 SQYD| 4.65000 115692.00| 4.65000 115692.00| 6.00000 149280.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 16151.000 SQYD| 0.35000 5652.85| 0.46000 7429.46| 0.35000 5652.85 Bituminous Treatment A | | | 0140 401B108 6430.000 SQYD| 1.50000 9645.00| 1.50000 9645.00| 1.50000 9645.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0150 405A000 4800.000 GAL | 1.85000 8880.00| 1.50000 7200.00| 1.85000 8880.00 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -9 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 19007 |( 6 ) 13099 |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 408A051 2000.000 SQYD| 6.50000 13000.00| 5.00000 10000.00| 6.50000 13000.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0170 408A052 1600.000 SQYD| 4.25000 6800.00| 5.00000 8000.00| 4.25000 6800.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0180 410B000 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 State Furnished Profilograph | | | 0190 424A360 969.000 TON | 44.00000 42636.00| 47.00000 45543.00| 44.00000 42636.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424A361 7953.000 TON | 39.00000 310167.00| 43.00000 341979.00| 39.00000 310167.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424A366 250.000 TON | 59.10000 14775.00| 48.00000 12000.00| 59.10000 14775.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B650 2447.000 TON | 44.90000 109870.30| 43.00000 105221.00| 44.90000 109870.30 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424B681 4356.000 TON | 32.25000 140481.00| 40.00000 174240.00| 32.25000 140481.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424B685 250.000 TON | 95.00000 23750.00| 100.00000 25000.00| 95.00000 23750.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 430B014 300.000 TON | 25.00000 7500.00| 25.00000 7500.00| 20.00000 6000.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0260 450B000 107.000 SQYD| 110.00000 11770.00| 98.00000 10486.00| 110.00000 11770.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0270 502A000 281616.000 LB | 0.75000 211212.00| 0.75000 211212.00| 0.75000 211212.00 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -10 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 19007 |( 6 ) 13099 |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 502A001 63600.000 LB | 1.00000 63600.00| 0.90000 57240.00| 1.00000 63600.00 Steel Reinforcement (Grade 60) | | | 0290 502B000 LUMP| 81000.00000 81000.00| 81000.00000 81000.00| 81000.00000 81000.00 Steel Reinforcement For Bridge | | | Superstructure, 23+07.30 approx. 81,000 | | | lbs. | | | 0300 505G003 22.000 EACH| 100.00000 2200.00| 200.00000 4400.00| 200.00000 4400.00 Pile Points (Type A, 12") | | | 0310 505M002 313.000 LF | 30.00000 9390.00| 41.00000 12833.00| 30.00000 9390.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0320 508A000 7600.000 LB | 3.50000 26600.00| 3.00000 22800.00| 5.80000 44080.00 Structural Steel | | | 0330 510A000 478.000 CUYD| 500.00000 239000.00| 430.00000 205540.00| 650.00000 310700.00 Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 384000.00000 384000.00| 364000.00000 364000.00| 385000.00000 385000.00 Bridge Concrete Superstructure, Sta. | | | 23+07.30, approx 640 cu yd | | | 0350 510E000 1840.000 SQYD| 1.84000 3385.60| 2.50000 4600.00| 5.10000 9384.00 Grooving Concrete Bridge Decks | | | 0360 511A001 42.000 EACH| 150.00000 6300.00| 170.00000 7140.00| 200.00000 8400.00 Elastomeric Bearings, Type 2 | | | 0370 513B017 2871.000 LF | 200.00000 574200.00| 190.00000 545490.00| 150.00000 430650.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0380 524A011 1454.000 CUYD| 365.00000 530710.00| 365.00000 530710.00| 365.00000 530710.00 Culvert Concrete (Cast In Place) | | | 0390 530A002 248.000 LF | 36.00000 8928.00| 36.00000 8928.00| 30.00000 7440.00 24" Roadway Pipe (Class 3 R.C.) | | | 0400 530A004 100.000 LF | 53.00000 5300.00| 53.00000 5300.00| 55.00000 5500.00 36" Roadway Pipe (Class 3 R.C.) | | | 0410 600A000 LUMP| 478746.55000 478746.55| 800000.00000 800000.00| 766000.00000 766000.00 Mobilization | | | 0420 601A000 1.000 EACH| 5000.00000 5000.00| 9500.00000 9500.00| 6000.00000 6000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0430 602A000 24.000 EACH| 150.00000 3600.00| 150.00000 3600.00| 125.00000 3000.00 Right Of Way Markers | | | 0440 602C000 2.000 EACH| 150.00000 300.00| 200.00000 400.00| 200.00000 400.00 Permanent Easement Marker | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -11 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 19007 |( 6 ) 13099 |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 603A002 1.000 EACH| 20000.00000 20000.00| 30000.00000 30000.00| 25000.00000 25000.00 Furnishing Type 3 Field Office | | | 0460 606A000 600.000 LF | 13.00000 7800.00| 13.00000 7800.00| 7.00000 4200.00 6" Underdrain Pipe | | | 0470 610C001 7338.000 TON | 25.00000 183450.00| 25.00000 183450.00| 25.00000 183450.00 Loose Riprap, Class 2 | | | 0480 610D003 6377.000 SQYD| 2.65000 16899.05| 2.65000 16899.05| 2.00000 12754.00 Filter Blanket, Geotextile | | | 0490 614A000 468.000 CUYD| 210.00000 98280.00| 210.00000 98280.00| 210.00000 98280.00 Slope Paving | | | 0500 619A003 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 650.00000 2600.00 24" Roadway Pipe End Treatment, Class 1 | | | 0510 619A005 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1050.00000 2100.00 36" Roadway Pipe End Treatment, Class 1 | | | 0520 630A001 300.000 LF | 15.00000 4500.00| 19.00000 5700.00| 19.00000 5700.00 Steel Beam Guardrail, Class A, Type 2 | | | 0530 630C003 4.000 EACH| 1100.00000 4400.00| 1400.00000 5600.00| 1400.00000 5600.00 Guardrail End Anchor, Type 13 | | | 0540 630C050 4.000 EACH| 1900.00000 7600.00| 1510.00000 6040.00| 1510.00000 6040.00 Guardrail End Anchor, Type 20 Series | | | 0550 650A000 16268.000 CUYD| 6.75000 109809.00| 6.75000 109809.00| 10.00000 162680.00 Topsoil | | | 0560 650B000 2000.000 CUYD| 3.00000 6000.00| 3.00000 6000.00| 5.00000 10000.00 Topsoil From Stockpiles | | | 0570 652A054 30.000 ACRE| 500.00000 15000.00| 530.00000 15900.00| 500.00000 15000.00 Seeding (Mix 2A) | | | 0580 652A056 5.000 ACRE| 500.00000 2500.00| 530.00000 2650.00| 500.00000 2500.00 Seeding (Mix 2E) | | | 0590 652B053 12.000 ACRE| 400.00000 4800.00| 335.00000 4020.00| 500.00000 6000.00 Temporary Seeding (Mix 2AT) | | | 0600 652D054 12.000 ACRE| 450.00000 5400.00| 530.00000 6360.00| 400.00000 4800.00 Seeding In Stubble (Mix 2A) | | | 0610 654A001 1065.000 SQYD| 4.00000 4260.00| 3.75000 3993.75| 3.50000 3727.50 Solid Sodding (Bermuda) | | | 0620 656A000 42.000 ACRE| 450.00000 18900.00| 585.00000 24570.00| 500.00000 21000.00 Mulching, Class A, Type 1 | | | 0630 656A001 5.000 ACRE| 450.00000 2250.00| 640.00000 3200.00| 500.00000 2500.00 Mulching, Class A, Type 2 | | | 0640 659A000 2500.000 SQYD| 1.50000 3750.00| 1.35000 3375.00| 2.00000 5000.00 Erosion Control Netting, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -12 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 19007 |( 6 ) 13099 |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 659A002 5770.000 SQYD| 5.00000 28850.00| 4.00000 23080.00| 7.50000 43275.00 Erosion Control Netting, Class C1 | | | 0660 665A000 10.000 ACRE| 300.00000 3000.00| 335.00000 3350.00| 250.00000 2500.00 Temporary Seeding | | | 0670 665B000 10.000 ACRE| 400.00000 4000.00| 388.00000 3880.00| 250.00000 2500.00 Temporary Mulching | | | 0680 665C001 540.000 LF | 25.00000 13500.00| 13.00000 7020.00| 21.00000 11340.00 18" Temporary Pipe | | | 0690 665F000 310.000 EACH| 7.00000 2170.00| 6.50000 2015.00| 6.00000 1860.00 Hay Bales | | | 0700 665G000 250.000 EACH| 10.00000 2500.00| 6.00000 1500.00| 4.00000 1000.00 Sand Bags | | | 0710 665I000 1478.000 TON | 30.00000 44340.00| 30.00000 44340.00| 25.00000 36950.00 Temporary Riprap, Class 2 | | | 0720 665I002 100.000 TON | 30.00000 3000.00| 30.00000 3000.00| 25.00000 2500.00 Temporary Riprap, Class 1 | | | 0730 665J000 10442.000 LF | 2.50000 26105.00| 2.25000 23494.50| 3.25000 33936.50 Silt Fence, Type A | | | 0740 665L000 580.000 LF | 11.00000 6380.00| 9.00000 5220.00| 28.00000 16240.00 Floating Basin Boom | | | 0750 665O001 10442.000 LF | 0.50000 5221.00| 0.30000 3132.60| 1.25000 13052.50 Silt Fence Removal | | | 0760 680A000 LUMP| 70000.00000 70000.00| 80000.00000 80000.00| 120000.00000 120000.00 Engineering Controls | | | 0770 701A006 35.000 MILE| 450.00000 15750.00| 450.00000 15750.00| 500.00000 17500.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0780 701A010 4.000 MILE| 350.00000 1400.00| 350.00000 1400.00| 400.00000 1600.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0790 701A014 15.000 MILE| 450.00000 6750.00| 450.00000 6750.00| 475.00000 7125.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0800 701A028 2.000 MILE| 1400.00000 2800.00| 1400.00000 2800.00| 1500.00000 3000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0810 701A032 2.000 MILE| 1700.00000 3400.00| 1700.00000 3400.00| 1800.00000 3600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 017 -13 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040827017 COUNTIES : TALLAPOOSA LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 19007 |( 6 ) 13099 |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 701C001 18.000 MILE| 380.00000 6840.00| 400.00000 7200.00| 400.00000 7200.00 Solid Temporary Traffic Stripe | | | 0830 701G125 828.000 LF | 6.00000 4968.00| 6.00000 4968.00| 6.00000 4968.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0840 701G133 828.000 LF | 6.00000 4968.00| 6.00000 4968.00| 6.00000 4968.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0850 703A000 600.000 SQFT| 1.70000 1020.00| 1.75000 1050.00| 1.70000 1020.00 Traffic Control Markings, Class 1, Type | | | A | | | 0860 703D001 600.000 SQFT| 1.70000 1020.00| 1.75000 1050.00| 1.70000 1020.00 Temporary Traffic Control Markings | | | 0870 705A032 132.000 EACH| 5.40000 712.80| 5.50000 726.00| 5.50000 726.00 Pavement Markers, Class A-H, Type 1-B | | | 0880 705A037 1077.000 EACH| 5.50000 5923.50| 5.50000 5923.50| 5.50000 5923.50 Pavement Markers, Class A-H, Type 2-D | | | 0890 740B000 1452.000 SQFT| 7.25000 10527.00| 8.00000 11616.00| 8.50000 12342.00 Construction Signs | | | 0900 740D000 50.000 EACH| 50.00000 2500.00| 55.00000 2750.00| 75.00000 3750.00 Channelizing Drums | | | 0910 740E000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 15.00000 750.00 Cones (36 Inches High) | | | 0920 740F002 16.000 EACH| 165.00000 2640.00| 175.00000 2800.00| 200.00000 3200.00 Barricades, Type III | | | 0930 740I005 8.000 EACH| 350.00000 2800.00| 400.00000 3200.00| 400.00000 3200.00 Warning Lights, Type B (Detachable Head | | | 0940 740M001 50.000 EACH| 10.00000 500.00| 6.00000 300.00| 1.00000 50.00 Ballast For Cone | | | 0950 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,244,000.00| $ 6,828,586.33| $ 7,468,870.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,244,000.00| $ 6,828,586.33| $ 7,468,870.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20040827020 COUNTIES : BARBOUR LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 CONTRACT TIME : 100 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0300(208) for constructing the Bridge Replacements (2 Precasts) on Dan ACGBBRZ-0300(209) Snead Road at tributaries of Pea Creek southwest of Clayton. Length 0.024 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 265,691.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 321,537.80 121.0195% 3 13099 MCINNIS, LLC $ 338,647.00 127.4590% 4 06001 F & W CONSTRUCTION COMPANY, INC. $ 340,005.00 127.9701% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040827020 COUNTIES : BARBOUR LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 13099 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 285.000 CUYD| 5.00000 1425.00| 5.00000 1425.00| 3.00000 855.00 Unclassified Excavation | | | 0020 502A000 96.000 LB | 1.00000 96.00| 1.00000 96.00| 2.00000 192.00 Steel Reinforcement | | | 0030 505M002 2300.000 LF | 27.00000 62100.00| 24.00000 55200.00| 30.00000 69000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0040 507A000 4.000 EACH| 1750.00000 7000.00| 2250.00000 9000.00| 3000.00000 12000.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 12.000 CUYD| 400.00000 4800.00| 450.00000 5400.00| 500.00000 6000.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 66.000 EACH| 95.00000 6270.00| 90.00000 5940.00| 100.00000 6600.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 4.000 EACH| 2600.00000 10400.00| 2785.00000 11140.00| 3500.00000 14000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 2.000 EACH| 2500.00000 5000.00| 3260.00000 6520.00| 4000.00000 8000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 24.000 EACH| 2100.00000 50400.00| 3500.00000 84000.00| 3000.00000 72000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 8.000 EACH| 2100.00000 16800.00| 3330.00000 26640.00| 3500.00000 28000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 8.000 EACH| 2200.00000 17600.00| 3530.00000 28240.00| 3500.00000 28000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512E002 32.000 EACH| 650.00000 20800.00| 365.00000 11680.00| 600.00000 19200.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0130 512F002 16.000 EACH| 700.00000 11200.00| 640.00000 10240.00| 600.00000 9600.00 Precast Concrete Wing Panels, Type W3 | | | 0140 512G000 8.000 EACH| 700.00000 5600.00| 400.00000 3200.00| 500.00000 4000.00 Precast Concrete Abutment Wing Cap Pane | | | 0150 600A000 LUMP| 20000.00000 20000.00| 36816.80000 36816.80| 30000.00000 30000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040827020 COUNTIES : BARBOUR LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 13099 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 630C003 8.000 EACH| 1300.00000 10400.00| 1300.00000 10400.00| 1300.00000 10400.00 Guardrail End Anchor, Type 13 | | | 0170 630C070 8.000 EACH| 1600.00000 12800.00| 1600.00000 12800.00| 1600.00000 12800.00 Guardrail End Anchor, Type 10 Series | | | 0180 680A000 LUMP| 3000.00000 3000.00| 2800.00000 2800.00| 8000.00000 8000.00 Engineering Controls | | | SECTION TOTALS | $ 265,691.00| $ 321,537.80| $ 338,647.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 265,691.00| $ 321,537.80| $ 338,647.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040827020 COUNTIES : BARBOUR LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 06001 |( ) |( ) |F & W CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 285.000 CUYD| 5.00000 1425.00| | Unclassified Excavation | | | 0020 502A000 96.000 LB | 1.00000 96.00| | Steel Reinforcement | | | 0030 505M002 2300.000 LF | 17.00000 39100.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0040 507A000 4.000 EACH| 3500.00000 14000.00| | Wire Rope Abutment Anchor Assembly | | | 0050 510A000 12.000 CUYD| 350.00000 4200.00| | Bridge Substructure Concrete, Class A | | | 0060 511A000 66.000 EACH| 74.00000 4884.00| | Elastomeric Bearings, Type 1 | | | 0070 512A014 4.000 EACH| 4000.00000 16000.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 2.000 EACH| 4000.00000 8000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 24.000 EACH| 4000.00000 96000.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 8.000 EACH| 4000.00000 32000.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 8.000 EACH| 4000.00000 32000.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512E002 32.000 EACH| 600.00000 19200.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0130 512F002 16.000 EACH| 600.00000 9600.00| | Precast Concrete Wing Panels, Type W3 | | | 0140 512G000 8.000 EACH| 400.00000 3200.00| | Precast Concrete Abutment Wing Cap Pane | | | 0150 600A000 LUMP| 34000.00000 34000.00| | Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040827020 COUNTIES : BARBOUR LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 06001 |( ) |( ) |F & W CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 630C003 8.000 EACH| 1350.00000 10800.00| | Guardrail End Anchor, Type 13 | | | 0170 630C070 8.000 EACH| 1750.00000 14000.00| | Guardrail End Anchor, Type 10 Series | | | 0180 680A000 LUMP| 1500.00000 1500.00| | Engineering Controls | | | SECTION TOTALS | $ 340,005.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 340,005.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20040827023 COUNTIES : CLARKE LETTING DATE : 08/27/04 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-1309(200) for the Widening, Resurfacing, and Traffic Stripe on C.R. #48 from east of S.R. #69 east to the west city limits of Thomasville. Length 9.208 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01073 ASPHALT SUPPLY, LLC $ 998,463.40 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 1,042,645.60 104.4250% 3 19100 SOUTHWEST ALABAMA CONSTRUCTION, LLC $ 1,234,786.00 123.6686% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040827023 COUNTIES : CLARKE LETTING DATE : 08/27/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 13008 |( 3 ) 19100 |ASPHALT SUPPLY, LLC |MOBILE ASPHALT COMPANY, LLC |SOUTHWEST ALABAMA CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305A000 5000.000 CUYD| 7.75000 38750.00| 8.50000 42500.00| 14.45000 72250.00 Borrow, Section 210, A4 Or Better, For | | | Miscellaneous Use | | | 0020 401B108 26910.000 SQYD| 0.93000 25026.30| 0.76000 20451.60| 0.86000 23142.60 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 7000.000 GAL | 2.12000 14840.00| 1.00000 7000.00| 2.50000 17500.00 Tack Coat | | | 0040 429A200 7580.000 TON | 35.50000 269090.00| 36.35000 275533.00| 44.80000 339584.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 690.000 TON | 37.00000 25530.00| 38.00000 26220.00| 48.25000 33292.50 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B200 13340.000 TON | 34.50000 460230.00| 36.00000 480240.00| 49.16000 655794.40 Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0070 429C204 230.000 TON | 37.00000 8510.00| 60.00000 13800.00| 51.20000 11776.00 Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0080 429C210 430.000 TON | 34.00000 14620.00| 40.00000 17200.00| 51.20000 22016.00 Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0090 600A000 LUMP| 74000.00000 74000.00| 99000.00000 99000.00| 2000.00000 2000.00 Mobilization | | | 0100 652A061 23.000 ACRE| 573.00000 13179.00| 475.00000 10925.00| 475.00000 10925.00 Seeding (Mix 3E) | | | 0110 656A000 23.000 ACRE| 630.00000 14490.00| 450.00000 10350.00| 375.00000 8625.00 Mulching, Class A, Type 1 | | | 0120 701A004 19.000 MILE| 475.68000 9037.92| 440.00000 8360.00| 440.00000 8360.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040827023 COUNTIES : CLARKE LETTING DATE : 08/27/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 13008 |( 3 ) 19100 |ASPHALT SUPPLY, LLC |MOBILE ASPHALT COMPANY, LLC |SOUTHWEST ALABAMA CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A008 3.000 MILE| 335.14000 1005.42| 310.00000 930.00| 310.00000 930.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0140 701A012 13.000 MILE| 475.68000 6183.84| 440.00000 5720.00| 440.00000 5720.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0150 701C000 7.000 MILE| 518.92000 3632.44| 480.00000 3360.00| 480.00000 3360.00 Broken Temporary Traffic Stripe | | | 0160 701C001 28.000 MILE| 605.41000 16951.48| 560.00000 15680.00| 560.00000 15680.00 Solid Temporary Traffic Stripe | | | 0170 740B000 222.000 SQFT| 8.50000 1887.00| 8.00000 1776.00| 12.75000 2830.50 Construction Signs | | | 0180 740O000 1.000 EACH| 1500.00000 1500.00| 3600.00000 3600.00| 1000.00000 1000.00 Pilot Car | | | SECTION TOTALS | $ 998,463.40| $ 1,042,645.60| $ 1,234,786.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 998,463.40| $ 1,042,645.60| $ 1,234,786.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20040827024 COUNTIES : DEKALB LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-2532(200) for constructing the Resurfacing and Traffic Stripe on C.R.#23 from the Marshall County line to C.R.#58 in Geraldine. Length 6.100 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 558,704.58 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 626,809.31 112.1898% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 645,594.35 115.5520% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040827024 COUNTIES : DEKALB LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( 3 ) 07002 |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2040.000 GAL | 1.18000 2407.20| 1.85000 3774.00| 1.20000 2448.00 Tack Coat | | | 0020 429A200 4590.000 TON | 38.40000 176256.00| 43.16000 198104.40| 44.00000 201960.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429B201 8499.000 TON | 32.67000 277662.33| 34.96000 297125.04| 34.00000 288966.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0040 429B209 100.000 TON | 32.67000 3267.00| 34.96000 3496.00| 70.00000 7000.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429C204 50.000 TON | 60.00000 3000.00| 34.96000 1748.00| 100.00000 5000.00 Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0060 430B022 2873.000 TON | 12.95000 37205.35| 15.44000 44359.12| 15.50000 44531.50 Aggregate Surfacing (ALDOT #810 Or 8910 | | | 0070 600A000 LUMP| 3870.00000 3870.00| 22000.00000 22000.00| 36543.00000 36543.00 Mobilization | | | 0080 701A030 14.000 MILE| 700.00000 9800.00| 700.00000 9800.00| 787.80000 11029.20 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0090 701A035 13.000 MILE| 1250.00000 16250.00| 1250.00000 16250.00| 1313.00000 17069.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 2.000 MILE| 600.00000 1200.00| 600.00000 1200.00| 808.00000 1616.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 4.000 MILE| 490.00000 1960.00| 490.00000 1960.00| 555.50000 2222.00 Broken Temporary Traffic Stripe | | | 0120 701C001 28.000 MILE| 570.00000 15960.00| 570.00000 15960.00| 606.00000 16968.00 Solid Temporary Traffic Stripe | | | 0130 703A002 1000.000 SQFT| 3.50000 3500.00| 3.50000 3500.00| 2.83000 2830.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040827024 COUNTIES : DEKALB LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( 3 ) 07002 |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A032 644.000 EACH| 5.75000 3703.00| 5.75000 3703.00| 5.56000 3580.64 Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 161.000 EACH| 5.75000 925.75| 5.75000 925.75| 5.56000 895.16 Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 363.000 SQFT| 4.65000 1687.95| 8.00000 2904.00| 7.95000 2885.85 Construction Signs | | | 0170 740E000 50.000 EACH| 1.00000 50.00| 0.00000 0.00| 1.00000 50.00 Cones (36 Inches High) | | | SECTION TOTALS | $ 558,704.58| $ 626,809.31| $ 645,594.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 558,704.58| $ 626,809.31| $ 645,594.35 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20040827026 COUNTIES : FAYETTE LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 CONTRACT TIME : 200 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2900(208) for constructing the Bridge Replacement and Approaches on Hollingsworth Road at Luxapallila Creek north of Fayette. Length 0.132 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN, LLC $ 441,057.25 100.0000% 2 16003 PHILLIPS CONTRACTING CO., INC. $ 483,305.25 109.5788% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 527,149.90 119.5196% 4 18024 RACON, INC. $ 541,245.36 122.7154% 5 07048 GLASGOW CONSTRUCTION CO., INC. $ 557,473.00 126.3947% 6 01007 ALABAMA BRIDGE BUILDERS, INC. $ 578,146.82 131.0820% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040827026 COUNTIES : FAYETTE LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 16003 |( 3 ) 18036 |B & B ENGINEERING & DESIGN, |PHILLIPS CONTRACTING CO., I |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 3900.00000 3900.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 Acres) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 12000.00000 12000.00 Removal Of Old Bridge, Station 2+97.85 | | | 0030 210A000 214.000 CUYD| 5.50000 1177.00| 5.00000 1070.00| 5.50000 1177.00 Unclassified Excavation | | | 0040 210D011 4049.000 CUYD| 7.00000 28343.00| 7.00000 28343.00| 7.10000 28747.90 Borrow Excavation (A-4 or Better) | | | 0050 230A000 6.000 RBST| 300.00000 1800.00| 800.00000 4800.00| 280.00000 1680.00 Roadbed Processing | | | 0060 502A000 10400.000 LB | 0.65000 6760.00| 0.60000 6240.00| 0.69000 7176.00 Steel Reinforcement | | | 0070 502B000 LUMP| 24000.00000 24000.00| 24000.00000 24000.00| 26000.00000 26000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 2+66.00 (Approx. | | | 38200 LBS) | | | 0080 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0090 505A038 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles(HP 14x117)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0100 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0110 505B108 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests(HP 14x117)(Maximum | | | Bid LimitedTo $2000 Per Each Loading | | | Test | | | 0120 505G003 20.000 EACH| 125.00000 2500.00| 155.00000 3100.00| 130.00000 2600.00 Pile Points (Type A, 12") | | | 0130 505G004 10.000 EACH| 140.00000 1400.00| 205.00000 2050.00| 165.00000 1650.00 Pile Points (Type A, 14") | | | 0140 505M002 674.000 LF | 23.00000 15502.00| 32.00000 21568.00| 29.00000 19546.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040827026 COUNTIES : FAYETTE LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 16003 |( 3 ) 18036 |B & B ENGINEERING & DESIGN, |PHILLIPS CONTRACTING CO., I |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505M006 694.000 LF | 50.00000 34700.00| 60.00000 41640.00| 54.00000 37476.00 Steel Piling Furnished And Driven(HP | | | 14x117) | | | 0160 508A000 8035.000 LB | 3.25000 26113.75| 1.75000 14061.25| 4.00000 32140.00 Structural Steel | | | 0170 510A000 81.000 CUYD| 437.50000 35437.50| 500.00000 40500.00| 435.00000 35235.00 Bridge Substructure Concrete, Class A | | | 0180 510C051 LUMP| 74000.00000 74000.00| 75000.00000 75000.00| 86000.00000 86000.00 Bridge Concrete Superstructure, STA | | | 2+66.00 (APPROX 148 CU YDS) | | | 0190 510E000 440.000 SQYD| 4.00000 1760.00| 6.00000 2640.00| 6.40000 2816.00 Grooving Concrete Bridge Decks | | | 0200 511A050 16.000 EACH| 100.00000 1600.00| 100.00000 1600.00| 62.00000 992.00 Elastomeric Bearing Type 2(Mark B1) | | | 0210 511A052 8.000 EACH| 100.00000 800.00| 120.00000 960.00| 78.00000 624.00 Elastomeric Bearing Type 2(Mark B3) | | | 0220 513B003 308.000 LF | 62.50000 19250.00| 70.00000 21560.00| 85.00000 26180.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0230 513B005 338.000 LF | 112.00000 37856.00| 125.00000 42250.00| 160.00000 54080.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0240 600A000 LUMP| 15000.00000 15000.00| 34000.00000 34000.00| 50000.00000 50000.00 Mobilization | | | 0250 610C001 1667.000 TON | 24.00000 40008.00| 26.00000 43342.00| 27.00000 45009.00 Loose Riprap, Class 2 | | | 0260 610D003 1146.000 SQYD| 2.00000 2292.00| 2.50000 2865.00| 3.50000 4011.00 Filter Blanket, Geotextile | | | 0270 630C003 4.000 EACH| 1600.00000 6400.00| 1543.00000 6172.00| 1580.00000 6320.00 Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 2200.00000 8800.00| 2137.00000 8548.00| 1600.00000 6400.00 Guardrail End Anchor, Type 20 Series | | | 0290 652A053 1.000 ACRE| 3000.00000 3000.00| 950.00000 950.00| 900.00000 900.00 Seeding (Mix 1E) | | | 0300 656A001 1.000 ACRE| 3000.00000 3000.00| 475.00000 475.00| 900.00000 900.00 Mulching, Class A, Type 2 | | | 0310 665F000 50.000 EACH| 10.00000 500.00| 6.00000 300.00| 8.00000 400.00 Hay Bales | | | 0320 665J000 1400.000 LF | 3.25000 4550.00| 3.00000 4200.00| 3.50000 4900.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040827026 COUNTIES : FAYETTE LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 16003 |( 3 ) 18036 |B & B ENGINEERING & DESIGN, |PHILLIPS CONTRACTING CO., I |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665O001 1400.000 LF | 2.00000 2800.00| 1.25000 1750.00| 3.00000 4200.00 Silt Fence Removal | | | 0340 680A000 LUMP| 9000.00000 9000.00| 20000.00000 20000.00| 9000.00000 9000.00 Engineering Controls | | | 0350 740B000 109.000 SQFT| 12.00000 1308.00| 9.00000 981.00| 10.00000 1090.00 Construction Signs | | | 0360 740F002 8.000 EACH| 400.00000 3200.00| 130.00000 1040.00| 500.00000 4000.00 Barricades, Type III | | | 0370 740I005 4.000 EACH| 300.00000 1200.00| 325.00000 1300.00| 500.00000 2000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 441,057.25| $ 483,305.25| $ 527,149.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 441,057.25| $ 483,305.25| $ 527,149.90 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 026 -5 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040827026 COUNTIES : FAYETTE LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 07048 |( 6 ) 01007 |RACON, INC. |GLASGOW CONSTRUCTION CO., I |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 Acres) | | | 0020 206A000 LUMP| 31000.00000 31000.00| 10000.00000 10000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 2+97.85 | | | 0030 210A000 214.000 CUYD| 10.00000 2140.00| 10.00000 2140.00| 4.68000 1001.52 Unclassified Excavation | | | 0040 210D011 4049.000 CUYD| 9.00000 36441.00| 10.00000 40490.00| 8.00000 32392.00 Borrow Excavation (A-4 or Better) | | | 0050 230A000 6.000 RBST| 500.00000 3000.00| 600.00000 3600.00| 600.00000 3600.00 Roadbed Processing | | | 0060 502A000 10400.000 LB | 0.82000 8528.00| 1.00000 10400.00| 0.65000 6760.00 Steel Reinforcement | | | 0070 502B000 LUMP| 32000.00000 32000.00| 45840.00000 45840.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 2+66.00 (Approx. | | | 38200 LBS) | | | 0080 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0090 505A038 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles(HP 14x117)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0100 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0110 505B108 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests(HP 14x117)(Maximum | | | Bid LimitedTo $2000 Per Each Loading | | | Test | | | 0120 505G003 20.000 EACH| 145.00000 2900.00| 75.00000 1500.00| 140.00000 2800.00 Pile Points (Type A, 12") | | | 0130 505G004 10.000 EACH| 185.00000 1850.00| 100.00000 1000.00| 200.00000 2000.00 Pile Points (Type A, 14") | | | 0140 505M002 674.000 LF | 38.00000 25612.00| 35.00000 23590.00| 24.00000 16176.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 026 -6 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040827026 COUNTIES : FAYETTE LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 07048 |( 6 ) 01007 |RACON, INC. |GLASGOW CONSTRUCTION CO., I |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505M006 694.000 LF | 68.00000 47192.00| 40.00000 27760.00| 53.00000 36782.00 Steel Piling Furnished And Driven(HP | | | 14x117) | | | 0160 508A000 8035.000 LB | 3.50000 28122.50| 5.00000 40175.00| 1.50000 12052.50 Structural Steel | | | 0170 510A000 81.000 CUYD| 450.00000 36450.00| 500.00000 40500.00| 350.00000 28350.00 Bridge Substructure Concrete, Class A | | | 0180 510C051 LUMP| 80000.00000 80000.00| 81400.00000 81400.00| 159500.00000 159500.00 Bridge Concrete Superstructure, STA | | | 2+66.00 (APPROX 148 CU YDS) | | | 0190 510E000 440.000 SQYD| 6.23000 2741.20| 10.00000 4400.00| 6.82000 3000.80 Grooving Concrete Bridge Decks | | | 0200 511A050 16.000 EACH| 95.00000 1520.00| 200.00000 3200.00| 100.00000 1600.00 Elastomeric Bearing Type 2(Mark B1) | | | 0210 511A052 8.000 EACH| 115.00000 920.00| 200.00000 1600.00| 200.00000 1600.00 Elastomeric Bearing Type 2(Mark B3) | | | 0220 513B003 308.000 LF | 82.00000 25256.00| 80.00000 24640.00| 75.00000 23100.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0230 513B005 338.000 LF | 142.00000 47996.00| 100.00000 33800.00| 150.00000 50700.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0240 600A000 LUMP| 30000.00000 30000.00| 50000.00000 50000.00| 57700.00000 57700.00 Mobilization | | | 0250 610C001 1667.000 TON | 22.00000 36674.00| 30.00000 50010.00| 20.00000 33340.00 Loose Riprap, Class 2 | | | 0260 610D003 1146.000 SQYD| 3.00000 3438.00| 3.00000 3438.00| 2.00000 2292.00 Filter Blanket, Geotextile | | | 0270 630C003 4.000 EACH| 1650.00000 6600.00| 1500.00000 6000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1650.00000 6600.00| 2400.00000 9600.00| 1500.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0290 652A053 1.000 ACRE| 1500.00000 1500.00| 800.00000 800.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0300 656A001 1.000 ACRE| 1500.00000 1500.00| 800.00000 800.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0310 665F000 50.000 EACH| 5.00000 250.00| 10.00000 500.00| 5.00000 250.00 Hay Bales | | | 0320 665J000 1400.000 LF | 3.10000 4340.00| 8.00000 11200.00| 3.00000 4200.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 026 -7 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040827026 COUNTIES : FAYETTE LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 07048 |( 6 ) 01007 |RACON, INC. |GLASGOW CONSTRUCTION CO., I |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665O001 1400.000 LF | 1.05000 1470.00| 1.00000 1400.00| 1.00000 1400.00 Silt Fence Removal | | | 0340 680A000 LUMP| 17500.00000 17500.00| 10000.00000 10000.00| 12000.00000 12000.00 Engineering Controls | | | 0350 740B000 109.000 SQFT| 8.74000 952.66| 10.00000 1090.00| 10.00000 1090.00 Construction Signs | | | 0360 740F002 8.000 EACH| 210.00000 1680.00| 250.00000 2000.00| 250.00000 2000.00 Barricades, Type III | | | 0370 740I005 4.000 EACH| 268.00000 1072.00| 150.00000 600.00| 365.00000 1460.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 541,245.36| $ 557,473.00| $ 578,146.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 541,245.36| $ 557,473.00| $ 578,146.82 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20040827028 COUNTIES : FRANKLIN LETTING DATE : 08/27/04 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-3015(200) for constructing the Resurfacing and Traffic Stripe on C.R.#63 from C.R.#20 to the Norfolk Southern Railroad in Russellville. Length 6.279 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 574,612.27 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 638,153.21 111.0581% 3 18031 ROGERS GROUP, INC. $ 720,137.45 125.3258% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040827028 COUNTIES : FRANKLIN LETTING DATE : 08/27/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 18031 |TRI-COUNTY CONCRETE CONSTRU |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 344.000 LF | 2.00000 688.00| 2.10000 722.40| 2.00000 688.00 Removing Guardrail | | | 0020 305B060 3095.000 TON | 13.50000 41782.50| 15.77000 48808.15| 16.00000 49520.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 405A000 4328.000 GAL | 1.09000 4717.52| 1.17000 5063.76| 1.25000 5410.00 Tack Coat | | | 0040 429A200 4591.000 TON | 34.75000 159537.25| 41.37000 189929.67| 47.95000 220138.45 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429B208 7295.000 TON | 33.60000 245112.00| 36.80000 268456.00| 42.00000 306390.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429C207 688.000 TON | 48.00000 33024.00| 38.91000 26770.08| 49.50000 34056.00 Improved Bituminous Concrete Base Layer | | | Leveling, 3/4" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 600A000 LUMP| 28200.00000 28200.00| 39514.90000 39514.90| 43384.00000 43384.00 Mobilization | | | 0080 630A001 450.000 LF | 18.50000 8325.00| 16.80000 7560.00| 18.50000 8325.00 Steel Beam Guardrail, Class A, Type 2 | | | 0090 630A004 344.000 LF | 21.00000 7224.00| 18.38000 6322.72| 21.00000 7224.00 Steel Beam Guardrail, Class B, Type 2 | | | 0100 630C022 4.000 EACH| 1850.00000 7400.00| 1470.00000 5880.00| 1850.00000 7400.00 Guardrail End Anchor, Type Special | | | 0110 630C050 3.000 EACH| 1600.00000 4800.00| 1995.00000 5985.00| 1600.00000 4800.00 Guardrail End Anchor, Type 20 Series | | | 0120 701A035 11.000 MILE| 1300.00000 14300.00| 1365.00000 15015.00| 1300.00000 14300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701A045 2.000 MILE| 800.00000 1600.00| 840.00000 1680.00| 800.00000 1600.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C002 4.000 MILE| 550.00000 2200.00| 577.50000 2310.00| 550.00000 2200.00 Broken Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040827028 COUNTIES : FRANKLIN LETTING DATE : 08/27/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 18031 |TRI-COUNTY CONCRETE CONSTRU |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C003 11.000 MILE| 590.00000 6490.00| 619.50000 6814.50| 590.00000 6490.00 Solid Temporary Traffic Stripe (Paint) | | | 0160 703A002 136.000 SQFT| 5.00000 680.00| 5.25000 714.00| 5.00000 680.00 Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 137.000 SQFT| 5.00000 685.00| 5.25000 719.25| 5.00000 685.00 Traffic Control Legends, Class 2, Type | | | 0180 705A032 20.000 EACH| 5.25000 105.00| 5.51000 110.20| 5.25000 105.00 Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 808.000 EACH| 5.25000 4242.00| 5.51000 4452.08| 5.25000 4242.00 Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 150.000 SQFT| 15.00000 2250.00| 7.99000 1198.50| 12.00000 1800.00 Construction Signs | | | 0210 740E000 50.000 EACH| 20.00000 1000.00| 1.27000 63.50| 7.00000 350.00 Cones (36 Inches High) | | | 0220 740M001 50.000 EACH| 5.00000 250.00| 1.27000 63.50| 7.00000 350.00 Ballast For Cone | | | SECTION TOTALS | $ 574,612.27| $ 638,153.21| $ 720,137.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 574,612.27| $ 638,153.21| $ 720,137.45 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20040827029 COUNTIES : HENRY LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3414(201) for constructing the Resurfacing and Traffic Stripe on C.R.#7 from the West Bayline Railroad R.O.W. line in Newville to C.R.#62. Length - 4.006 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 368,418.75 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 407,834.48 110.6986% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040827029 COUNTIES : HENRY LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 1416.000 LF | 2.00000 2832.00| 2.00000 2832.00| Removing Guardrail | | | 0020 401B108 45656.000 SQYD| 0.79000 36068.24| 0.98000 44742.88| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 1633.000 GAL | 1.00000 1633.00| 0.65000 1061.45| Tack Coat | | | 0040 429A220 3524.000 TON | 45.96000 161963.04| 46.75000 164747.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429A226 350.000 TON | 53.80000 18830.00| 48.95000 17132.50| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 429B226 100.000 TON | 74.12000 7412.00| 85.00000 8500.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 429B233 799.000 TON | 53.75000 42946.25| 47.35000 37832.65| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0080 600A000 LUMP| 7800.00000 7800.00| 40000.00000 40000.00| Mobilization | | | 0090 630A001 300.000 LF | 15.00000 4500.00| 15.00000 4500.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630A004 1200.000 LF | 19.00000 22800.00| 19.00000 22800.00| Steel Beam Guardrail, Class B, Type 2 | | | 0110 630C022 12.000 EACH| 1400.00000 16800.00| 1500.00000 18000.00| Guardrail End Anchor, Type Special | | | 0120 630C070 12.000 EACH| 1600.00000 19200.00| 1600.00000 19200.00| Guardrail End Anchor, Type 10 Series | | | 0130 665F000 50.000 EACH| 8.66000 433.00| 9.75000 487.50| Hay Bales | | | 0140 665J000 200.000 LF | 8.50000 1700.00| 4.85000 970.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040827029 COUNTIES : HENRY LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665O001 200.000 LF | 3.50000 700.00| 1.00000 200.00| Silt Fence Removal | | | 0160 701A004 8.000 MILE| 400.00000 3200.00| 400.00000 3200.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0170 701A035 6.000 MILE| 1225.00000 7350.00| 1225.00000 7350.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701A045 2.000 MILE| 650.00000 1300.00| 650.00000 1300.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701C000 2.000 MILE| 390.00000 780.00| 390.00000 780.00| Broken Temporary Traffic Stripe | | | 0200 701C001 6.000 MILE| 450.00000 2700.00| 450.00000 2700.00| Solid Temporary Traffic Stripe | | | 0210 703A000 160.000 SQFT| 1.50000 240.00| 1.50000 240.00| Traffic Control Markings, Class 1, Type | | | A | | | 0220 703B000 69.000 SQFT| 1.50000 103.50| 1.50000 103.50| Traffic Control Legends, Class 1, Type | | | 0230 703D001 160.000 SQFT| 1.50000 240.00| 1.50000 240.00| Temporary Traffic Control Markings | | | 0240 705A032 245.000 EACH| 5.00000 1225.00| 5.00000 1225.00| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 612.000 EACH| 5.00000 3060.00| 5.00000 3060.00| Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 244.000 SQFT| 7.88000 1922.72| 7.50000 1830.00| Construction Signs | | | 0270 740E000 20.000 EACH| 6.00000 120.00| 10.00000 200.00| Cones (36 Inches High) | | | 0280 740M001 20.000 EACH| 3.00000 60.00| 5.00000 100.00| Ballast For Cone | | | 0290 740O000 1.000 EACH| 500.00000 500.00| 2500.00000 2500.00| Pilot Car | | | SECTION TOTALS | $ 368,418.75| $ 407,834.48| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 368,418.75| $ 407,834.48| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20040827031 COUNTIES : LAWRENCE LETTING DATE : 08/27/04 10:00 AM DIVISION : 02 CONTRACT TIME : 240 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4000(215) for constructing the Bridge Replacement (Precast and Bridge Culvert) on C.R.#186 at Elam Creek and Cold Branch northwest of Oakville. Length 0.813 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN, LLC $ 854,649.85 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 880,287.75 102.9998% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 891,288.20 104.2869% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 927,188.70 108.4876% 5 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 969,209.65 113.4043% 6 18024 RACON, INC. $ 974,822.92 114.0611% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040827031 COUNTIES : LAWRENCE LETTING DATE : 08/27/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 07048 |( 3 ) 18036 |B & B ENGINEERING & DESIGN, |GLASGOW CONSTRUCTION CO., I |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 8000.00000 8000.00| 18000.00000 18000.00| 7500.00000 7500.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 6 Acres) | | | 0020 206A000 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 9000.00000 9000.00 Removal Of Old Bridge, Station 31+26.00 | | | 0030 206D000 90.000 LF | 2.00000 180.00| 5.00000 450.00| 3.00000 270.00 Removing Pipe | | | 0040 206D011 2111.000 LF | 2.00000 4222.00| 1.00000 2111.00| 1.10000 2322.10 Removing Fence | | | 0050 210A000 10748.000 CUYD| 3.45000 37080.60| 6.00000 64488.00| 3.60000 38692.80 Unclassified Excavation | | | 0060 210D000 17337.000 CUYD| 5.75000 99687.75| 8.00000 138696.00| 5.90000 102288.30 Borrow Excavation | | | 0070 214A000 661.000 CUYD| 10.00000 6610.00| 10.00000 6610.00| 8.25000 5453.25 Structure Excavation | | | 0080 214B001 451.000 CUYD| 35.00000 15785.00| 20.00000 9020.00| 14.50000 6539.50 Foundation Backfill, Commercial | | | 0090 230A000 40.000 RBST| 270.00000 10800.00| 500.00000 20000.00| 275.00000 11000.00 Roadbed Processing | | | 0100 301A012 12530.000 SQYD| 4.40000 55132.00| 5.00000 62650.00| 4.50000 56385.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 502A000 41775.000 LB | 0.70000 29242.50| 0.65000 27153.75| 0.76000 31749.00 Steel Reinforcement | | | 0120 505H000 290.000 LF | 300.00000 87000.00| 100.00000 29000.00| 170.00000 49300.00 Pilot Holes | | | 0130 505M000 950.000 LF | 23.00000 21850.00| 27.00000 25650.00| 33.00000 31350.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0140 507A000 2.000 EACH| 2100.00000 4200.00| 2000.00000 4000.00| 1525.00000 3050.00 Wire Rope Abutment Anchor Assembly | | | 0150 510A000 38.000 CUYD| 600.00000 22800.00| 400.00000 15200.00| 690.00000 26220.00 Bridge Substructure Concrete, Class A | | | 0160 511A000 99.000 EACH| 75.00000 7425.00| 40.00000 3960.00| 46.00000 4554.00 Elastomeric Bearings, Type 1 | | | 0170 512A014 2.000 EACH| 2800.00000 5600.00| 2500.00000 5000.00| 2650.00000 5300.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040827031 COUNTIES : LAWRENCE LETTING DATE : 08/27/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 07048 |( 3 ) 18036 |B & B ENGINEERING & DESIGN, |GLASGOW CONSTRUCTION CO., I |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 512B004 7.000 EACH| 2800.00000 19600.00| 2600.00000 18200.00| 2900.00000 20300.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0190 512C004 48.000 EACH| 2900.00000 139200.00| 3000.00000 144000.00| 2750.00000 132000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0200 512C007 16.000 EACH| 2950.00000 47200.00| 3400.00000 54400.00| 2875.00000 46000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0210 512D002 4.000 EACH| 2800.00000 11200.00| 3100.00000 12400.00| 2900.00000 11600.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0220 512D005 12.000 EACH| 2800.00000 33600.00| 3000.00000 36000.00| 2800.00000 33600.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0230 512E001 16.000 EACH| 285.00000 4560.00| 360.00000 5760.00| 430.00000 6880.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0240 512F001 8.000 EACH| 425.00000 3400.00| 550.00000 4400.00| 525.00000 4200.00 Precast Concrete Wing Panels, Type W2 | | | 0250 512G000 4.000 EACH| 300.00000 1200.00| 350.00000 1400.00| 470.00000 1880.00 Precast Concrete Abutment Wing Cap Pane | | | 0260 524A011 180.000 CUYD| 350.00000 63000.00| 300.00000 54000.00| 318.00000 57240.00 Culvert Concrete (Cast In Place) | | | 0270 600A000 LUMP| 12000.00000 12000.00| 20000.00000 20000.00| 79000.00000 79000.00 Mobilization | | | 0280 610C001 1050.000 TON | 25.00000 26250.00| 25.00000 26250.00| 24.50000 25725.00 Loose Riprap, Class 2 | | | 0290 610D000 496.000 SQYD| 1.75000 868.00| 2.00000 992.00| 3.50000 1736.00 Filter Blanket | | | 0300 630C003 4.000 EACH| 1500.00000 6000.00| 1350.00000 5400.00| 1550.00000 6200.00 Guardrail End Anchor, Type 13 | | | 0310 630C050 4.000 EACH| 2300.00000 9200.00| 1500.00000 6000.00| 1550.00000 6200.00 Guardrail End Anchor, Type 20 Series | | | 0320 636A000 838.000 LF | 5.50000 4609.00| 4.00000 3352.00| 2.75000 2304.50 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0330 636A002 1273.000 LF | 6.00000 7638.00| 5.00000 6365.00| 2.75000 3500.75 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040827031 COUNTIES : LAWRENCE LETTING DATE : 08/27/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 07048 |( 3 ) 18036 |B & B ENGINEERING & DESIGN, |GLASGOW CONSTRUCTION CO., I |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 637A001 32.000 LF | 7.00000 224.00| 10.00000 320.00| 29.00000 928.00 Fence Reset (Includes All Types) | | | 0350 650A000 1400.000 CUYD| 6.00000 8400.00| 10.00000 14000.00| 6.35000 8890.00 Topsoil | | | 0360 652A053 5.000 ACRE| 1250.00000 6250.00| 600.00000 3000.00| 535.00000 2675.00 Seeding (Mix 1E) | | | 0370 656A000 5.000 ACRE| 1500.00000 7500.00| 600.00000 3000.00| 535.00000 2675.00 Mulching, Class A, Type 1 | | | 0380 665F000 100.000 EACH| 8.00000 800.00| 10.00000 1000.00| 6.00000 600.00 Hay Bales | | | 0390 665J000 1120.000 LF | 3.50000 3920.00| 6.00000 6720.00| 6.00000 6720.00 Silt Fence, Type A | | | 0400 665O001 1120.000 LF | 3.00000 3360.00| 1.00000 1120.00| 2.75000 3080.00 Silt Fence Removal | | | 0410 680A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 23000.00000 23000.00 Engineering Controls | | | 0420 740B000 238.000 SQFT| 12.00000 2856.00| 10.00000 2380.00| 10.00000 2380.00 Construction Signs | | | 0430 740F002 16.000 EACH| 400.00000 6400.00| 250.00000 4000.00| 500.00000 8000.00 Barricades, Type III | | | 0440 740I005 6.000 EACH| 300.00000 1800.00| 140.00000 840.00| 500.00000 3000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 854,649.85| $ 880,287.75| $ 891,288.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 854,649.85| $ 880,287.75| $ 891,288.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040827031 COUNTIES : LAWRENCE LETTING DATE : 08/27/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 03023 |( 6 ) 18024 |ALABAMA BRIDGE BUILDERS, IN |B. H. CRAIG CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 7000.00000 7000.00| 7700.00000 7700.00| 18000.00000 18000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 6 Acres) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 10500.00000 10500.00 Removal Of Old Bridge, Station 31+26.00 | | | 0030 206D000 90.000 LF | 6.00000 540.00| 1.38000 124.20| 8.00000 720.00 Removing Pipe | | | 0040 206D011 2111.000 LF | 1.00000 2111.00| 1.10000 2322.10| 2.25000 4749.75 Removing Fence | | | 0050 210A000 10748.000 CUYD| 3.45000 37080.60| 3.80000 40842.40| 4.00000 42992.00 Unclassified Excavation | | | 0060 210D000 17337.000 CUYD| 5.75000 99687.75| 6.33000 109743.21| 6.00000 104022.00 Borrow Excavation | | | 0070 214A000 661.000 CUYD| 10.00000 6610.00| 6.60000 4362.60| 7.05000 4660.05 Structure Excavation | | | 0080 214B001 451.000 CUYD| 25.00000 11275.00| 20.00000 9020.00| 23.55000 10621.05 Foundation Backfill, Commercial | | | 0090 230A000 40.000 RBST| 270.00000 10800.00| 297.00000 11880.00| 350.00000 14000.00 Roadbed Processing | | | 0100 301A012 12530.000 SQYD| 4.40000 55132.00| 4.84000 60645.20| 5.28000 66158.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 502A000 41775.000 LB | 0.75000 31331.25| 0.65000 27153.75| 0.88000 36762.00 Steel Reinforcement | | | 0120 505H000 290.000 LF | 100.00000 29000.00| 158.00000 45820.00| 260.00000 75400.00 Pilot Holes | | | 0130 505M000 950.000 LF | 25.00000 23750.00| 50.10000 47595.00| 34.00000 32300.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0140 507A000 2.000 EACH| 2500.00000 5000.00| 1710.00000 3420.00| 1585.00000 3170.00 Wire Rope Abutment Anchor Assembly | | | 0150 510A000 38.000 CUYD| 350.00000 13300.00| 600.00000 22800.00| 400.00000 15200.00 Bridge Substructure Concrete, Class A | | | 0160 511A000 99.000 EACH| 100.00000 9900.00| 67.00000 6633.00| 83.00000 8217.00 Elastomeric Bearings, Type 1 | | | 0170 512A014 2.000 EACH| 4000.00000 8000.00| 3120.00000 6240.00| 3600.00000 7200.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 031 -6 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040827031 COUNTIES : LAWRENCE LETTING DATE : 08/27/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 03023 |( 6 ) 18024 |ALABAMA BRIDGE BUILDERS, IN |B. H. CRAIG CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 512B004 7.000 EACH| 4000.00000 28000.00| 3360.00000 23520.00| 3900.00000 27300.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0190 512C004 48.000 EACH| 3850.00000 184800.00| 3300.00000 158400.00| 3500.00000 168000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0200 512C007 16.000 EACH| 4000.00000 64000.00| 3500.00000 56000.00| 3700.00000 59200.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0210 512D002 4.000 EACH| 4000.00000 16000.00| 3400.00000 13600.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0220 512D005 12.000 EACH| 4000.00000 48000.00| 3411.00000 40932.00| 3500.00000 42000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0230 512E001 16.000 EACH| 500.00000 8000.00| 540.00000 8640.00| 400.00000 6400.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0240 512F001 8.000 EACH| 500.00000 4000.00| 622.00000 4976.00| 550.00000 4400.00 Precast Concrete Wing Panels, Type W2 | | | 0250 512G000 4.000 EACH| 500.00000 2000.00| 599.00000 2396.00| 475.00000 1900.00 Precast Concrete Abutment Wing Cap Pane | | | 0260 524A011 180.000 CUYD| 350.00000 63000.00| 320.00000 57600.00| 360.00000 64800.00 Culvert Concrete (Cast In Place) | | | 0270 600A000 LUMP| 49000.00000 49000.00| 87000.00000 87000.00| 38000.00000 38000.00 Mobilization | | | 0280 610C001 1050.000 TON | 24.00000 25200.00| 26.40000 27720.00| 20.00000 21000.00 Loose Riprap, Class 2 | | | 0290 610D000 496.000 SQYD| 1.60000 793.60| 1.76000 872.96| 3.00000 1488.00 Filter Blanket | | | 0300 630C003 4.000 EACH| 1500.00000 6000.00| 1741.00000 6964.00| 1650.00000 6600.00 Guardrail End Anchor, Type 13 | | | 0310 630C050 4.000 EACH| 1500.00000 6000.00| 1741.00000 6964.00| 1650.00000 6600.00 Guardrail End Anchor, Type 20 Series | | | 0320 636A000 838.000 LF | 5.00000 4190.00| 5.50000 4609.00| 4.60000 3854.80 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0330 636A002 1273.000 LF | 5.50000 7001.50| 6.05000 7701.65| 4.75000 6046.75 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 031 -7 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040827031 COUNTIES : LAWRENCE LETTING DATE : 08/27/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 03023 |( 6 ) 18024 |ALABAMA BRIDGE BUILDERS, IN |B. H. CRAIG CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 637A001 32.000 LF | 7.00000 224.00| 7.70000 246.40| 12.00000 384.00 Fence Reset (Includes All Types) | | | 0350 650A000 1400.000 CUYD| 5.90000 8260.00| 6.49000 9086.00| 6.00000 8400.00 Topsoil | | | 0360 652A053 5.000 ACRE| 800.00000 4000.00| 990.00000 4950.00| 725.00000 3625.00 Seeding (Mix 1E) | | | 0370 656A000 5.000 ACRE| 800.00000 4000.00| 990.00000 4950.00| 690.00000 3450.00 Mulching, Class A, Type 1 | | | 0380 665F000 100.000 EACH| 7.50000 750.00| 8.25000 825.00| 5.00000 500.00 Hay Bales | | | 0390 665J000 1120.000 LF | 3.10000 3472.00| 3.41000 3819.20| 3.10000 3472.00 Silt Fence, Type A | | | 0400 665O001 1120.000 LF | 2.50000 2800.00| 2.25000 2520.00| 1.25000 1400.00 Silt Fence Removal | | | 0410 680A000 LUMP| 23400.00000 23400.00| 13000.00000 13000.00| 20000.00000 20000.00 Engineering Controls | | | 0420 740B000 238.000 SQFT| 10.00000 2380.00| 8.41000 2001.58| 8.74000 2080.12 Construction Signs | | | 0430 740F002 16.000 EACH| 250.00000 4000.00| 220.40000 3526.40| 210.00000 3360.00 Barricades, Type III | | | 0440 740I005 6.000 EACH| 400.00000 2400.00| 348.00000 2088.00| 315.00000 1890.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 927,188.70| $ 969,209.65| $ 974,822.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 927,188.70| $ 969,209.65| $ 974,822.92 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20040827032 COUNTIES : MARENGO LETTING DATE : 08/27/04 10:00 AM DIVISION : 08 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-BR-4608(201) for constructing the Bridge Replacements (3 Bridge Culverts) on C.R.#53 at Chickasaw Bogue Creek, Poplar Creek and a tributary of Poplar Creek east of Thomaston. Length 0.057 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14001 NEWELL ROADBUILDERS, INC. $ 654,254.15 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 710,469.96 108.5924% 3 08017 H & L CONSTRUCTION, INC. $ 734,757.00 112.3045% 4 20021 C. THORNTON, INC. $ 756,047.85 115.5587% 5 13109 MSE BUILDING COMPANY, INC. $ 833,914.35 127.4603% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040827032 COUNTIES : MARENGO LETTING DATE : 08/27/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 07048 |( 3 ) 08017 |NEWELL ROADBUILDERS, INC. |GLASGOW CONSTRUCTION CO., I |H & L CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 29+65.00 | | | 0020 206A001 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 32+50.00 | | | 0030 206A002 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 35+88.00 | | | 0040 214A000 3685.000 CUYD| 2.75000 10133.75| 10.00000 36850.00| 10.00000 36850.00 Structure Excavation | | | 0050 214B001 800.000 CUYD| 5.00000 4000.00| 25.00000 20000.00| 40.00000 32000.00 Foundation Backfill, Commercial | | | 0060 502A000 228112.000 LB | 0.70000 159678.40| 0.58000 132304.96| 0.75000 171084.00 Steel Reinforcement | | | 0070 524A011 1147.000 CUYD| 314.00000 360158.00| 295.00000 338365.00| 352.00000 403744.00 Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 29300.00000 29300.00| 47000.00000 47000.00| 11000.00000 11000.00 Mobilization | | | 0090 610C001 1190.000 TON | 28.00000 33320.00| 28.00000 33320.00| 30.00000 35700.00 Loose Riprap, Class 2 | | | 0100 610D000 955.000 SQYD| 2.00000 1910.00| 4.00000 3820.00| 3.50000 3342.50 Filter Blanket | | | 0110 665F000 150.000 EACH| 7.00000 1050.00| 5.00000 750.00| 5.00000 750.00 Hay Bales | | | 0120 665J000 1470.000 LF | 3.30000 4851.00| 8.00000 11760.00| 4.50000 6615.00 Silt Fence, Type A | | | 0130 665O001 1470.000 LF | 0.30000 441.00| 3.00000 4410.00| 3.50000 5145.00 Silt Fence Removal | | | 0140 680A000 LUMP| 1500.00000 1500.00| 43000.00000 43000.00| 1500.00000 1500.00 Engineering Controls | | | 0150 740B000 109.000 SQFT| 8.00000 872.00| 10.00000 1090.00| 8.50000 926.50 Construction Signs | | | 0160 740F002 8.000 EACH| 175.00000 1400.00| 300.00000 2400.00| 350.00000 2800.00 Barricades, Type III | | | 0170 740I005 2.000 EACH| 320.00000 640.00| 200.00000 400.00| 400.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 654,254.15| $ 710,469.96| $ 734,757.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 654,254.15| $ 710,469.96| $ 734,757.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040827032 COUNTIES : MARENGO LETTING DATE : 08/27/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 20021 |( 5 ) 13109 |( ) |C. THORNTON, INC. |MSE BUILDING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 8000.00000 8000.00| 36771.00000 36771.00| Removal Of Old Bridge, Station 29+65.00 | | | 0020 206A001 LUMP| 8000.00000 8000.00| 36771.00000 36771.00| Removal Of Old Bridge, Station 32+50.00 | | | 0030 206A002 LUMP| 6600.00000 6600.00| 40787.00000 40787.00| Removal Of Old Bridge, Station 35+88.00 | | | 0040 214A000 3685.000 CUYD| 6.25000 23031.25| 19.42000 71562.70| Structure Excavation | | | 0050 214B001 800.000 CUYD| 30.00000 24000.00| 45.50000 36400.00| Foundation Backfill, Commercial | | | 0060 502A000 228112.000 LB | 0.80000 182489.60| 0.67000 152835.04| Steel Reinforcement | | | 0070 524A011 1147.000 CUYD| 360.00000 412920.00| 299.00000 342953.00| Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 30000.00000 30000.00| 59948.00000 59948.00| Mobilization | | | 0090 610C001 1190.000 TON | 33.00000 39270.00| 22.37000 26620.30| Loose Riprap, Class 2 | | | 0100 610D000 955.000 SQYD| 4.00000 3820.00| 1.85000 1766.75| Filter Blanket | | | 0110 665F000 150.000 EACH| 5.00000 750.00| 9.61000 1441.50| Hay Bales | | | 0120 665J000 1470.000 LF | 4.00000 5880.00| 4.99000 7335.30| Silt Fence, Type A | | | 0130 665O001 1470.000 LF | 1.00000 1470.00| 0.35000 514.50| Silt Fence Removal | | | 0140 680A000 LUMP| 5000.00000 5000.00| 13895.62000 13895.62| Engineering Controls | | | 0150 740B000 109.000 SQFT| 13.00000 1417.00| 12.84000 1399.56| Construction Signs | | | 0160 740F002 8.000 EACH| 350.00000 2800.00| 320.39000 2563.12| Barricades, Type III | | | 0170 740I005 2.000 EACH| 300.00000 600.00| 174.98000 349.96| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 756,047.85| $ 833,914.35| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 756,047.85| $ 833,914.35| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20040827034 COUNTIES : PICKENS LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-5421(201) for constructing the Resurfacing and Traffic Stripe on C.R.#19 from S.R.#14 in McMullen to S.R.#86 west of Carrollton. Length 7.410 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 602,072.48 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040827034 COUNTIES : PICKENS LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 5 ) 13109 |( ) |S. T. BUNN CONSTRUCTION CO. |MSE BUILDING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 76.000 LF | 2.50000 190.00| | Removing Guardrail | | | 0020 210D021 1933.000 CUYD| 10.10000 19523.30| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0030 405A000 5218.000 GAL | 1.25000 6522.50| | Tack Coat | | | 0040 424A340 5735.000 TON | 46.41000 266161.35| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A343 500.000 TON | 75.00000 37500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424A346 3913.000 TON | 46.41000 181602.33| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 600A000 LUMP| 35100.00000 35100.00| | Mobilization | | | 0080 630A001 125.000 LF | 21.00000 2625.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0090 630A015 76.000 LF | 29.50000 2242.00| | Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0100 630C022 4.000 EACH| 2100.00000 8400.00| | Guardrail End Anchor, Type Special | | | 0110 630C070 8.000 EACH| 1400.00000 11200.00| | Guardrail End Anchor, Type 10 Series | | | 0120 652A056 4.000 ACRE| 450.00000 1800.00| | Seeding (Mix 2E) | | | 0130 656A001 4.000 ACRE| 450.00000 1800.00| | Mulching, Class A, Type 2 | | | 0140 665F000 100.000 EACH| 6.00000 600.00| | Hay Bales | | | 0150 665J000 240.000 LF | 4.00000 960.00| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040827034 COUNTIES : PICKENS LETTING DATE : 08/27/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 5 ) 13109 |( ) |S. T. BUNN CONSTRUCTION CO. |MSE BUILDING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 665O001 240.000 LF | 0.50000 120.00| | Silt Fence Removal | | | 0170 701A004 15.000 MILE| 440.00000 6600.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0180 701A008 8.000 MILE| 320.00000 2560.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0190 701A012 7.000 MILE| 450.00000 3150.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0200 701C000 8.000 MILE| 520.00000 4160.00| | Broken Temporary Traffic Stripe | | | 0210 701C001 7.000 MILE| 620.00000 4340.00| | Solid Temporary Traffic Stripe | | | 0220 703A000 80.000 SQFT| 1.50000 120.00| | Traffic Control Markings, Class 1, Type | | | A | | | 0230 740B000 244.000 SQFT| 9.00000 2196.00| | Construction Signs | | | 0240 740E000 50.000 EACH| 1.00000 50.00| | Cones (36 Inches High) | | | 0250 740M001 50.000 EACH| 1.00000 50.00| | Ballast For Cone | | | 0260 740O000 1.000 EACH| 2500.00000 2500.00| | Pilot Car | | | SECTION TOTALS | $ 602,072.48| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 602,072.48| $ 833,914.35| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20040827035 COUNTIES : PIKE LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 CONTRACT TIME : 200 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5500(206) for constructing the Bridge Replacements (3 Bridge Culverts) ACGBBR-5505(201) and Approaches on C.R.#149 at Sandy Run Creek east of Brundidge, on C.R.#185 at Panther Creek southwest of Wingard and on C.R.#6 at Silers Mill Creek east of Henderson. Length 0.069 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 539,777.77 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040827035 COUNTIES : PIKE LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 08017 |( 5 ) 13109 |( ) |H & L CONSTRUCTION, INC. |MSE BUILDING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 9+47.80, | | | Site 1 | | | 0020 206A001 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 9+68.36, | | | Site 2 | | | 0030 206A002 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 9+53.92 | | | 0040 210A000 17.000 CUYD| 15.00000 255.00| | Unclassified Excavation | | | 0050 210D021 235.000 CUYD| 13.50000 3172.50| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 214A000 2969.000 CUYD| 10.00000 29690.00| | Structure Excavation | | | 0070 214B001 625.000 CUYD| 40.00000 25000.00| | Foundation Backfill, Commercial | | | 0080 301A042 622.000 SQYD| 8.50000 5287.00| | Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0090 401A000 511.000 SQYD| 0.75000 383.25| | Bituminous Treatment A | | | 0100 429A201 41.000 TON | 100.00000 4100.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 502A000 176392.000 LB | 0.75000 132294.00| | Steel Reinforcement | | | 0120 524A011 800.000 CUYD| 325.00000 260000.00| | Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 21032.52000 21032.52| | Mobilization | | | 0140 610C001 412.000 TON | 30.00000 12360.00| | Loose Riprap, Class 2 | | | 0150 610D003 390.000 SQYD| 3.50000 1365.00| | Filter Blanket, Geotextile | | | 0160 650A000 27.000 CUYD| 20.00000 540.00| | Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040827035 COUNTIES : PIKE LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 08017 |( 5 ) 13109 |( ) |H & L CONSTRUCTION, INC. |MSE BUILDING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 652A061 1.000 ACRE| 565.00000 565.00| | Seeding (Mix 3E) | | | 0180 656A000 1.000 ACRE| 550.00000 550.00| | Mulching, Class A, Type 1 | | | 0190 665F000 170.000 EACH| 10.00000 1700.00| | Hay Bales | | | 0200 665J000 798.000 LF | 3.50000 2793.00| | Silt Fence, Type A | | | 0210 665O001 278.000 LF | 2.50000 695.00| | Silt Fence Removal | | | 0220 680A000 LUMP| 2500.00000 2500.00| | Engineering Controls | | | 0230 701A031 1.000 MILE| 2000.00000 2000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0240 701A035 1.000 MILE| 2500.00000 2500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0250 701C001 1.000 MILE| 1000.00000 1000.00| | Solid Temporary Traffic Stripe | | | 0260 740B000 423.000 SQFT| 8.50000 3595.50| | Construction Signs | | | 0270 740F002 24.000 EACH| 350.00000 8400.00| | Barricades, Type III | | | 0280 740I005 12.000 EACH| 250.00000 3000.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 539,777.77| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 539,777.77| $ 833,914.35| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20040827036 COUNTIES : RUSSELL LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5700(205) for constructing the Bridge Replacement (Precast) and Approaches on Upshaw Road at Hurtsboro Creek southeast of Hurtsboro. Length 0.210 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 407,844.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 434,277.21 106.4812% 3 13099 MCINNIS, LLC $ 464,983.55 114.0101% 4 06001 F & W CONSTRUCTION COMPANY, INC. $ 482,824.95 118.3847% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040827036 COUNTIES : RUSSELL LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 13099 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 ACRES) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 5+86.50 | | | 0030 210A000 893.000 CUYD| 15.00000 13395.00| 9.25000 8260.25| 9.25000 8260.25 Unclassified Excavation | | | 0040 210D000 11160.000 CUYD| 11.00000 122760.00| 10.95000 122202.00| 10.95000 122202.00 Borrow Excavation | | | 0050 231B001 385.000 TON | 36.00000 13860.00| 36.00000 13860.00| 36.00000 13860.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0060 502A000 172.000 LB | 1.00000 172.00| 1.00000 172.00| 5.00000 860.00 Steel Reinforcement | | | 0070 505A032 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 1360.000 LF | 28.00000 38080.00| 24.00000 32640.00| 24.00000 32640.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 2.000 EACH| 2000.00000 4000.00| 2250.00000 4500.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0110 510A000 26.000 CUYD| 400.00000 10400.00| 450.00000 11700.00| 400.00000 10400.00 Bridge Substructure Concrete, Class A | | | 0120 511A000 44.000 EACH| 75.00000 3300.00| 90.00000 3960.00| 75.00000 3300.00 Elastomeric Bearings, Type 1 | | | 0130 512A014 2.000 EACH| 2600.00000 5200.00| 3030.00000 6060.00| 3200.00000 6400.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512B004 2.000 EACH| 2500.00000 5000.00| 3550.00000 7100.00| 3500.00000 7000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512C004 18.000 EACH| 2500.00000 45000.00| 3500.00000 63000.00| 4000.00000 72000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040827036 COUNTIES : RUSSELL LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 13099 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C007 6.000 EACH| 2700.00000 16200.00| 3630.00000 21780.00| 4100.00000 24600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0170 512D002 4.000 EACH| 2700.00000 10800.00| 3850.00000 15400.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 2.000 EACH| 2700.00000 5400.00| 3890.00000 7780.00| 3500.00000 7000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512E000 8.000 EACH| 500.00000 4000.00| 210.00000 1680.00| 300.00000 2400.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0200 512E002 8.000 EACH| 500.00000 4000.00| 400.00000 3200.00| 300.00000 2400.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0210 512F000 4.000 EACH| 600.00000 2400.00| 370.00000 1480.00| 300.00000 1200.00 Precast Concrete Wing Panels, Type W1 | | | 0220 512F002 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| 300.00000 1200.00 Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 4.000 EACH| 600.00000 2400.00| 440.00000 1760.00| 300.00000 1200.00 Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 15000.00000 15000.00| 26568.75000 26568.75| 38900.00000 38900.00 Mobilization | | | 0250 610C001 658.000 TON | 26.00000 17108.00| 26.10000 17173.80| 32.00000 21056.00 Loose Riprap, Class 2 | | | 0260 610D000 658.000 SQYD| 5.00000 3290.00| 2.00000 1316.00| 4.00000 2632.00 Filter Blanket | | | 0270 630C003 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1300.00000 5200.00 Guardrail End Anchor, Type 13 | | | 0280 630C070 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1600.00000 6400.00 Guardrail End Anchor, Type 10 Series | | | 0290 650A000 200.000 CUYD| 17.00000 3400.00| 16.96000 3392.00| 16.96000 3392.00 Topsoil | | | 0300 651B000 4.000 TON | 75.00000 300.00| 75.00000 300.00| 75.00000 300.00 Agricultural Limestone | | | 0310 658A002 2.000 ACRE| 1166.00000 2332.00| 1166.00000 2332.00| 2100.00000 4200.00 Hydro-Seeding & Mulching (Mix 2E) | | | 0320 665F000 219.000 EACH| 3.00000 657.00| 6.89000 1508.91| 5.70000 1248.30 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040827036 COUNTIES : RUSSELL LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 13099 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665J000 2190.000 LF | 3.00000 6570.00| 3.18000 6964.20| 4.50000 9855.00 Silt Fence, Type A | | | 0340 665O001 2190.000 LF | 2.00000 4380.00| 0.27000 591.30| 3.20000 7008.00 Silt Fence Removal | | | 0350 680A000 LUMP| 5500.00000 5500.00| 5930.00000 5930.00| 7500.00000 7500.00 Engineering Controls | | | 0360 740B000 77.000 SQFT| 20.00000 1540.00| 8.00000 616.00| 10.00000 770.00 Construction Signs | | | 0370 740F002 6.000 EACH| 500.00000 3000.00| 175.00000 1050.00| 250.00000 1500.00 Barricades, Type III | | | 0380 740I005 3.000 EACH| 500.00000 1500.00| 200.00000 600.00| 200.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 407,844.00| $ 434,277.21| $ 464,983.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 407,844.00| $ 434,277.21| $ 464,983.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040827036 COUNTIES : RUSSELL LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 06001 |( ) |( ) |F & W CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 6000.00000 6000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 ACRES) | | | 0020 206A000 LUMP| 70000.00000 70000.00| | Removal Of Old Bridge, Station 5+86.50 | | | 0030 210A000 893.000 CUYD| 9.25000 8260.25| | Unclassified Excavation | | | 0040 210D000 11160.000 CUYD| 10.95000 122202.00| | Borrow Excavation | | | 0050 231B001 385.000 TON | 36.00000 13860.00| | Roadbed Stabilizing Material, ALDOT #46 | | | 0060 502A000 172.000 LB | 1.10000 189.20| | Steel Reinforcement | | | 0070 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 1360.000 LF | 19.50000 26520.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 2.000 EACH| 3000.00000 6000.00| | Wire Rope Abutment Anchor Assembly | | | 0110 510A000 26.000 CUYD| 350.00000 9100.00| | Bridge Substructure Concrete, Class A | | | 0120 511A000 44.000 EACH| 65.00000 2860.00| | Elastomeric Bearings, Type 1 | | | 0130 512A014 2.000 EACH| 3000.00000 6000.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512B004 2.000 EACH| 3000.00000 6000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512C004 18.000 EACH| 3000.00000 54000.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 036 -6 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040827036 COUNTIES : RUSSELL LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 06001 |( ) |( ) |F & W CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C007 6.000 EACH| 3000.00000 18000.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0170 512D002 4.000 EACH| 3000.00000 12000.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 2.000 EACH| 3000.00000 6000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512E000 8.000 EACH| 350.00000 2800.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0200 512E002 8.000 EACH| 600.00000 4800.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0210 512F000 4.000 EACH| 350.00000 1400.00| | Precast Concrete Wing Panels, Type W1 | | | 0220 512F002 4.000 EACH| 400.00000 1600.00| | Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 4.000 EACH| 400.00000 1600.00| | Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 48000.00000 48000.00| | Mobilization | | | 0250 610C001 658.000 TON | 30.00000 19740.00| | Loose Riprap, Class 2 | | | 0260 610D000 658.000 SQYD| 2.00000 1316.00| | Filter Blanket | | | 0270 630C003 4.000 EACH| 1350.00000 5400.00| | Guardrail End Anchor, Type 13 | | | 0280 630C070 4.000 EACH| 1750.00000 7000.00| | Guardrail End Anchor, Type 10 Series | | | 0290 650A000 200.000 CUYD| 16.96000 3392.00| | Topsoil | | | 0300 651B000 4.000 TON | 75.00000 300.00| | Agricultural Limestone | | | 0310 658A002 2.000 ACRE| 1175.00000 2350.00| | Hydro-Seeding & Mulching (Mix 2E) | | | 0320 665F000 219.000 EACH| 5.00000 1095.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 036 -7 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040827036 COUNTIES : RUSSELL LETTING DATE : 08/27/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 06001 |( ) |( ) |F & W CONSTRUCTION CO., INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665J000 2190.000 LF | 3.25000 7117.50| | Silt Fence, Type A | | | 0340 665O001 2190.000 LF | 0.30000 657.00| | Silt Fence Removal | | | 0350 680A000 LUMP| 1000.00000 1000.00| | Engineering Controls | | | 0360 740B000 77.000 SQFT| 8.00000 616.00| | Construction Signs | | | 0370 740F002 6.000 EACH| 175.00000 1050.00| | Barricades, Type III | | | 0380 740I005 3.000 EACH| 200.00000 600.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 482,824.95| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 482,824.95| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20040827043 COUNTIES : DALE LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-023-051-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#51 from S.R.#53 (U.S.#231) through Ariton to the Barbour County line. Length 5.774 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 747,724.21 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 857,141.11 114.6333% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040827043 COUNTIES : DALE LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | 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| 100.00000 100.00| 100.00000 100.00| Mailbox Reset, Single | | | 0020 210D021 2295.000 CUYD| 6.75000 15491.25| 8.92000 20471.40| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0030 212A000 374.000 STA | 35.00000 13090.00| 46.20000 17278.80| Machine Grading Shoulders | | | 0040 401B108 98237.000 SQYD| 0.95000 93325.15| 0.77000 75642.49| Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 200.000 GAL | 1.85000 370.00| 5.15000 1030.00| Tack Coat | | | 0060 408A052 24495.000 SQYD| 1.15000 28169.25| 1.54000 37722.30| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A361 8849.000 TON | 43.34000 383515.66| 57.18000 505985.82| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A364 50.000 TON | 75.00000 3750.00| 124.03000 6201.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424A366 500.000 TON | 43.64000 21820.00| 57.99000 28995.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 67500.00000 67500.00| 37000.00000 37000.00| Mobilization | | | 0110 651B000 18.000 TON | 35.00000 630.00| 32.00000 576.00| Agricultural Limestone | | | 0120 652A061 9.000 ACRE| 340.00000 3060.00| 390.00000 3510.00| Seeding (Mix 3E) | | | 0130 656A000 9.000 ACRE| 330.00000 2970.00| 340.00000 3060.00| Mulching, Class A, Type 1 | | | 0140 659A001 1542.000 SQYD| 1.30000 2004.60| 2.00000 3084.00| Erosion Control Netting, Class B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040827043 COUNTIES : DALE LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665F000 100.000 EACH| 7.00000 700.00| 6.40000 640.00| Hay Bales | | | 0160 665J000 1500.000 LF | 2.80000 4200.00| 3.20000 4800.00| Silt Fence, Type A | | | 0170 665O001 1500.000 LF | 0.10000 150.00| 0.60000 900.00| Silt Fence Removal | | | 0180 680A000 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| Engineering Controls | | | 0190 701A028 12.000 MILE| 1490.00000 17880.00| 1490.00000 17880.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A046 3.000 MILE| 950.00000 2850.00| 950.00000 2850.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 10.000 MILE| 1650.00000 16500.00| 1650.00000 16500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701B009 338.000 LF | 1.00000 338.00| 1.00000 338.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0230 701C000 6.000 MILE| 400.00000 2400.00| 400.00000 2400.00| Broken Temporary Traffic Stripe | | | 0240 701C001 44.000 MILE| 500.00000 22000.00| 500.00000 22000.00| Solid Temporary Traffic Stripe | | | 0250 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Paint) | | | 0260 701D008 1.000 MILE| 1600.00000 1600.00| 1600.00000 1600.00| Solid Traffic Stripe Removed (Plastic) | | | 0270 701D014 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Broken Traffic Stripe Removed (Paint) | | | 0280 701D015 1.000 MILE| 1350.00000 1350.00| 1350.00000 1350.00| Broken Traffic Stripe Removed (Plastic) | | | 0290 701G125 280.000 LF | 5.00000 1400.00| 5.00000 1400.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0300 701G133 280.000 LF | 5.00000 1400.00| 5.00000 1400.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0310 703A002 2554.000 SQFT| 2.50000 6385.00| 2.50000 6385.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040827043 COUNTIES : DALE LETTING DATE : 08/27/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 703B002 294.000 SQFT| 3.50000 1029.00| 3.50000 1029.00| Traffic Control Legends, Class 2, Type | | | 0330 703D001 1989.000 SQFT| 1.30000 2585.70| 1.30000 2585.70| Temporary Traffic Control Markings | | | 0340 703E001 137.000 SQFT| 1.30000 178.10| 1.30000 178.10| Temporary Traffic Control Legends | | | 0350 705A030 101.000 EACH| 5.00000 505.00| 5.00000 505.00| Pavement Markers, Class A-H, Type 2-C | | | 0360 705A032 269.000 EACH| 5.00000 1345.00| 5.00000 1345.00| Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 674.000 EACH| 5.00000 3370.00| 5.00000 3370.00| Pavement Markers, Class A-H, Type 2-D | | | 0380 705A038 77.000 EACH| 5.00000 385.00| 5.00000 385.00| Pavement Markers, Class A-H, Type 2-E | | | 0390 740B000 1577.000 SQFT| 7.50000 11827.50| 9.00000 14193.00| Construction Signs | | | 0400 740E000 150.000 EACH| 10.00000 1500.00| 14.00000 2100.00| Cones (36 Inches High) | | | 0410 740M001 150.000 EACH| 5.00000 750.00| 7.00000 1050.00| Ballast For Cone | | | 0420 740O000 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| Pilot Car | | | 0430 741C010 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 747,724.21| $ 857,141.11| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 747,724.21| $ 857,141.11| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20040827045 COUNTIES : BALDWIN LETTING DATE : 08/27/04 10:00 AM DIVISION : 09 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ST-002-003-004 for constructing the Turn Lanes on S.R.#16 (U.S.#90) and S.R.#3 (U.S.#31) at various locations as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23029 J. S. WALTON & COMPANY, INC. $ 429,342.44 100.0000% 2 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 468,492.00 109.1185% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040827045 COUNTIES : BALDWIN LETTING DATE : 08/27/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23056 |( ) |J. S. WALTON & COMPANY, INC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C003 50.000 SQYD| 22.61000 1130.50| 30.83000 1541.50| Removing Concrete Flumes | | | 0020 206C008 314.000 SQYD| 7.20000 2260.80| 11.04000 3466.56| Removing Concrete Median | | | 0030 206D002 365.000 LF | 6.28000 2292.20| 4.92000 1795.80| Removing Curb | | | 0040 206D003 724.000 LF | 4.68000 3388.32| 5.14000 3721.36| Removing Curb And Gutter | | | 0050 206D005 265.000 LF | 8.53000 2260.45| 4.12000 1091.80| Removing Gutter | | | 0060 206E001 5.000 EACH| 301.48000 1507.40| 208.22000 1041.10| Removing Inlets | | | 0070 210A000 1100.000 CUYD| 9.55000 10505.00| 11.84000 13024.00| Unclassified Excavation | | | 0080 210D022 820.000 CUYD| 10.07000 8257.40| 11.78000 9659.60| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0090 214A000 277.000 CUYD| 9.98000 2764.46| 12.90000 3573.30| Structure Excavation | | | 0100 214B000 75.000 CUYD| 14.86000 1114.50| 15.56000 1167.00| Foundation Backfill, Local | | | 0110 230A000 28.000 RBST| 275.51000 7714.28| 479.07000 13413.96| Roadbed Processing | | | 0120 301A012 3951.000 SQYD| 8.59000 33939.09| 13.51000 53378.01| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 2962.000 SQYD| 2.23000 6605.26| 2.30000 6812.60| Bituminous Treatment A | | | 0140 405A000 410.000 GAL | 1.11000 455.10| 1.15000 471.50| Tack Coat | | | 0150 408A052 1893.000 SQYD| 4.12000 7799.16| 4.26000 8064.18| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0160 424A360 358.000 TON | 102.49000 36691.42| 103.50000 37053.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040827045 COUNTIES : BALDWIN LETTING DATE : 08/27/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23056 |( ) |J. S. WALTON & COMPANY, INC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B651 472.000 TON | 94.75000 44722.00| 97.75000 46138.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 424B655 100.000 TON | 72.76000 7276.00| 126.50000 12650.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B659 193.000 TON | 94.76000 18288.68| 97.75000 18865.75| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B681 115.000 TON | 94.76000 10897.40| 97.75000 11241.25| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 430B040 50.000 TON | 29.39000 1469.50| 32.09000 1604.50| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0220 530A000 130.000 LF | 29.78000 3871.40| 35.73000 4644.90| 15" Roadway Pipe (Class 3 R.C.) | | | 0230 530A001 244.000 LF | 33.00000 8052.00| 36.15000 8820.60| 18" Roadway Pipe (Class 3 R.C.) | | | 0240 530A100 4.000 LF | 111.12000 444.48| 167.68000 670.72| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 530A101 4.000 LF | 117.52000 470.08| 141.15000 564.60| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 530B012 16.000 LF | 52.12000 833.92| 97.03000 1552.48| 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0270 600A000 LUMP| 86341.96000 86341.96| 67302.00000 67302.00| Mobilization | | | 0280 614A000 60.000 CUYD| 328.56000 19713.60| 322.00000 19320.00| Slope Paving | | | 0290 620A000 1.000 CUYD| 797.94000 797.94| 816.50000 816.50| Minor Structure Concrete | | | 0300 621C001 2.000 EACH| 2757.58000 5515.16| 1770.05000 3540.10| Inlets, Type B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040827045 COUNTIES : BALDWIN LETTING DATE : 08/27/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23056 |( ) |J. S. WALTON & COMPANY, INC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 621C027 1.000 EACH| 3109.61000 3109.61| 1965.04000 1965.04| Inlets, Type C | | | 0320 621C031 4.000 EACH| 2464.22000 9856.88| 2484.00000 9936.00| Inlets, Type S3 (1 Wing) | | | 0330 621C033 1.000 EACH| 2933.59000 2933.59| 2748.50000 2748.50| Inlets, Type S3 (2 Wing) | | | 0340 621D001 2.000 EACH| 305.10000 610.20| 442.30000 884.60| Inlet Units, Type B | | | 0350 621D020 3.000 EACH| 352.03000 1056.09| 1010.65000 3031.95| Inlet Units, Type S3 | | | 0360 623A001 63.000 LF | 25.82000 1626.66| 48.01000 3024.63| Concrete Gutter (Valley) | | | 0370 623C000 1136.000 LF | 17.60000 19993.60| 16.24000 18448.64| Combination Curb & Gutter, Type C | | | 0380 650A000 450.000 CUYD| 11.87000 5341.50| 16.36000 7362.00| Topsoil | | | 0390 652A061 1.000 ACRE| 1288.85000 1288.85| 1226.45000 1226.45| Seeding (Mix 3E) | | | 0400 654A000 23.000 SQYD| 9.35000 215.05| 10.22000 235.06| Solid Sodding | | | 0410 656A000 1.000 ACRE| 913.00000 913.00| 922.78000 922.78| Mulching, Class A, Type 1 | | | 0420 665G000 50.000 EACH| 4.28000 214.00| 5.94000 297.00| Sand Bags | | | 0430 665J000 320.000 LF | 4.12000 1318.40| 5.16000 1651.20| Silt Fence, Type A | | | 0440 665O001 320.000 LF | 0.82000 262.40| 2.60000 832.00| Silt Fence Removal | | | 0450 665Q001 340.000 LF | 13.00000 4420.00| 13.15000 4471.00| 20 Inch Wattle | | | 0460 680A000 LUMP| 11834.97000 11834.97| 11674.42000 11674.42| Engineering Controls | | | 0470 701A028 1.000 MILE| 2229.53000 2229.53| 4554.00000 4554.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0480 701A032 1.000 MILE| 2229.53000 2229.53| 4554.00000 4554.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0490 701B009 1490.000 LF | 1.11000 1653.90| 1.44000 2145.60| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 045 -5 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040827045 COUNTIES : BALDWIN LETTING DATE : 08/27/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23056 |( ) |J. S. WALTON & COMPANY, INC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 701C001 1.000 MILE| 836.07000 836.07| 1437.50000 1437.50| Solid Temporary Traffic Stripe | | | 0510 701D007 1.000 MILE| 2229.53000 2229.53| 2156.25000 2156.25| Solid Traffic Stripe Removed (Paint) | | | 0520 703A002 894.000 SQFT| 2.79000 2494.26| 3.57000 3191.58| Traffic Control Markings, Class 2, Type | | | A | | | 0530 703B002 225.000 SQFT| 3.90000 877.50| 4.20000 945.00| Traffic Control Legends, Class 2, Type | | | 0540 703D001 165.000 SQFT| 1.67000 275.55| 1.73000 285.45| Temporary Traffic Control Markings | | | 0550 705A030 55.000 EACH| 11.15000 613.25| 23.00000 1265.00| Pavement Markers, Class A-H, Type 2-C | | | 0560 740B000 1280.000 SQFT| 7.27000 9305.60| 16.17000 20697.60| Construction Signs | | | 0570 740D000 250.000 EACH| 8.96000 2240.00| 0.01000 2.50| Channelizing Drums | | | 0580 741C010 2.000 EACH| 991.73000 1983.46| 769.79000 1539.58| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 429,342.44| $ 468,492.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 429,342.44| $ 468,492.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20040827048 COUNTIES : JEFFERSON LETTING DATE : 08/27/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-037-003-004 for the Planing, Loop Detectors, Resurfacing, Traffic Stripe, and Vehicular Counting Detectors on S.R. #3 (U.S. #31) from north of Snow Rogers Road to north of bridge over the Locust Fork of the Warrior River. Length 7.503 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,376,010.66 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,464,086.93 106.4008% 3 01087 APAC-SOUTHEAST, INC. $ 1,765,178.02 128.2823% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040827048 COUNTIES : JEFFERSON LETTING DATE : 08/27/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C025 4548.000 SQYD| 5.49000 24968.52| 5.00000 22740.00| 15.40000 70039.20 Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 209A000 1.000 EACH| 221.30000 221.30| 200.00000 200.00| 385.00000 385.00 Mailbox Reset, Single | | | 0030 405A000 7482.000 GAL | 1.03000 7706.46| 1.25000 9352.50| 1.30000 9726.60 Tack Coat | | | 0040 408A052 249299.000 SQYD| 0.68000 169523.32| 0.86000 214397.14| 1.43000 356497.57 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A360 17766.000 TON | 39.31000 698381.46| 42.50000 755055.00| 45.12000 801601.92 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 4000.000 TON | 39.11000 156440.00| 30.00000 120000.00| 49.61000 198440.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A369 1145.000 TON | 48.37000 55383.65| 59.85000 68528.25| 62.38000 71425.10 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B656 200.000 TON | 66.97000 13394.00| 75.00000 15000.00| 110.84000 22168.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 78409.32000 78409.32| 104000.00000 104000.00| 75767.00000 75767.00 Mobilization | | | 0100 665F000 50.000 EACH| 5.40000 270.00| 1.00000 50.00| 13.00000 650.00 Hay Bales | | | 0110 665J000 150.000 LF | 4.20000 630.00| 1.00000 150.00| 4.53000 679.50 Silt Fence, Type A | | | 0120 665O001 150.000 LF | 1.80000 270.00| 1.00000 150.00| 10.25000 1537.50 Silt Fence Removal | | | 0130 701A028 17.000 MILE| 1797.07000 30550.19| 1590.75000 27042.75| 1623.00000 27591.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040827048 COUNTIES : JEFFERSON LETTING DATE : 08/27/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A032 15.000 MILE| 1797.07000 26956.05| 1590.75000 23861.25| 1623.00000 24345.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A041 15.000 MILE| 1129.58000 16943.70| 999.90000 14998.50| 1029.00000 15435.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 1.000 MILE| 2281.98000 2281.98| 2020.00000 2020.00| 2060.00000 2060.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701B009 14262.000 LF | 0.97000 13834.14| 0.86000 12265.32| 0.88000 12550.56 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0180 701C000 15.000 MILE| 627.55000 9413.25| 555.50000 8332.50| 566.50000 8497.50 Broken Temporary Traffic Stripe | | | 0190 701C001 1.000 MILE| 855.74000 855.74| 757.50000 757.50| 772.50000 772.50 Solid Temporary Traffic Stripe | | | 0200 703A002 8056.000 SQFT| 3.19000 25698.64| 2.83000 22798.48| 2.89000 23281.84 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 449.000 SQFT| 4.34000 1948.66| 3.84000 1724.16| 3.92000 1760.08 Traffic Control Legends, Class 2, Type | | | 0220 703D001 1230.000 SQFT| 1.71000 2103.30| 1.52000 1869.60| 1.55000 1906.50 Temporary Traffic Control Markings | | | 0230 705A030 78.000 EACH| 6.28000 489.84| 5.56000 433.68| 5.67000 442.26 Pavement Markers, Class A-H, Type 2-C | | | 0240 705A031 990.000 EACH| 6.28000 6217.20| 5.56000 5504.40| 5.67000 5613.30 Pavement Markers, Class A-H, Type 1-A | | | 0250 705A037 32.000 EACH| 6.28000 200.96| 5.56000 177.92| 5.67000 181.44 Pavement Markers, Class A-H, Type 2-D | | | 0260 730H001 5503.000 LF | 2.85000 15683.55| 2.50000 13757.50| 2.58000 14197.74 Loop Wire | | | 0270 730I001 475.000 LF | 1.14000 541.50| 1.00000 475.00| 1.03000 489.25 Loop Detector Lead-In-Cable | | | 0280 731A010 1.000 EACH| 3194.78000 3194.78| 2800.00000 2800.00| 2884.00000 2884.00 Traffic Counting Units, Type K | | | 0290 740B000 792.000 SQFT| 8.71000 6898.32| 7.69000 6090.48| 7.93000 6280.56 Construction Signs | | | 0300 740E000 285.000 EACH| 12.32000 3511.20| 15.00000 4275.00| 13.02000 3710.70 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040827048 COUNTIES : JEFFERSON LETTING DATE : 08/27/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740M001 285.000 EACH| 8.11000 2311.35| 8.00000 2280.00| 8.44000 2405.40 Ballast For Cone | | | 0320 741C010 1.000 EACH| 778.28000 778.28| 3000.00000 3000.00| 1856.00000 1856.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,376,010.66| $ 1,464,086.93| $ 1,765,178.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,376,010.66| $ 1,464,086.93| $ 1,765,178.02 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20040827049 COUNTIES : ETOWAH LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-028-074-001 for constructing the Resurfacing and Traffic Stripe on S.R.#74 (U.S.#278) from MP 141.19 in Hokes Bluff to the Calhoun county line. Length 7.310 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 831,863.90 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 834,553.16 100.3233% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040827049 COUNTIES : ETOWAH LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 111168.000 SQYD| 0.59250 65867.04| 0.52000 57807.36| Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 3334.000 GAL | 1.20000 4000.80| 2.00000 6668.00| Tack Coat | | | 0030 408A053 3300.000 SQYD| 2.41000 7953.00| 3.00000 9900.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 410H000 1.000 EACH| 15000.00000 15000.00| 15000.00000 15000.00| Material Remixing Device | | | 0050 424A356 4620.000 TON | 44.81000 207022.20| 41.00000 189420.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0060 424B658 9172.000 TON | 36.76000 337162.72| 38.00000 348536.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 500.000 TON | 37.76000 18880.00| 55.00000 27500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 430B040 2826.000 TON | 14.25000 40270.50| 18.00000 50868.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0090 600A000 LUMP| 50000.00000 50000.00| 41000.00000 41000.00| Mobilization | | | 0100 701A028 15.000 MILE| 1590.75000 23861.25| 1575.00000 23625.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A046 7.000 MILE| 999.90000 6999.30| 990.00000 6930.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 7.000 MILE| 1792.75000 12549.25| 1775.00000 12425.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701C000 13.000 MILE| 525.20000 6827.60| 520.00000 6760.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040827049 COUNTIES : ETOWAH LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C001 42.000 MILE| 585.80000 24603.60| 580.00000 24360.00| Solid Temporary Traffic Stripe | | | 0150 703A002 264.000 SQFT| 5.05000 1333.20| 5.00000 1320.00| Traffic Control Markings, Class 2, Type | | | A | | | 0160 705A032 302.000 EACH| 5.56000 1679.12| 5.50000 1661.00| Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 556.000 EACH| 5.56000 3091.36| 5.50000 3058.00| Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 588.000 SQFT| 7.42000 4362.96| 12.10000 7114.80| Construction Signs | | | 0190 740E000 200.000 EACH| 1.00000 200.00| 2.00000 400.00| Cones (36 Inches High) | | | 0200 740M001 200.000 EACH| 1.00000 200.00| 1.00000 200.00| Ballast For Cone | | | SECTION TOTALS | $ 831,863.90| $ 834,553.16| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 831,863.90| $ 834,553.16| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20040827050 COUNTIES : MADISON LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-045-002-004 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#2 (U.S.#72) from the Memorial Parkway in Huntsville to east of the Flint River. Length 7.830 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,780,852.98 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 1,821,800.30 102.2993% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040827050 COUNTIES : MADISON LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19010 |( ) |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 7506.000 GAL | 1.41000 10583.46| 1.00000 7506.00| Tack Coat | | | 0020 408A052 30463.000 SQYD| 1.15000 35032.45| 0.80000 24370.40| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 111252.000 SQYD| 1.51000 167990.52| 0.85000 94564.20| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 410B000 1.000 EACH| 3830.72000 3830.72| 750.00000 750.00| State Furnished Profilograph | | | 0050 410H000 1.000 EACH| 70655.56000 70655.56| 35565.00000 35565.00| Material Remixing Device | | | 0060 424A281 11464.000 TON | 43.69000 500862.16| 45.11000 517141.04| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0070 424A367 270.000 TON | 42.25000 11407.50| 36.90000 9963.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B281 19331.000 TON | 34.60000 668852.60| 41.28000 797983.68| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0090 424B288 1000.000 TON | 49.67000 49670.00| 40.20000 40200.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B585 500.000 TON | 51.01000 25505.00| 41.28000 20640.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 430B014 3818.000 TON | 10.41000 39745.38| 12.36000 47190.48| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0120 600A000 LUMP| 39823.45000 39823.45| 52565.00000 52565.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040827050 COUNTIES : MADISON LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19010 |( ) |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A028 9.000 MILE| 1723.80000 15514.20| 1690.00000 15210.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A032 9.000 MILE| 1723.80000 15514.20| 1690.00000 15210.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A041 9.000 MILE| 999.60000 8996.40| 980.00000 8820.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 4110.000 LF | 0.97000 3986.70| 0.95000 3904.50| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 16.000 MILE| 561.00000 8976.00| 550.00000 8800.00| Broken Temporary Traffic Stripe | | | 0180 701C001 31.000 MILE| 612.00000 18972.00| 600.00000 18600.00| Solid Temporary Traffic Stripe | | | 0190 701G121 1678.000 LF | 2.04000 3423.12| 2.00000 3356.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G125 1678.000 LF | 4.08000 6846.24| 4.00000 6712.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G133 1678.000 LF | 4.08000 6846.24| 4.00000 6712.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701H001 3355.000 LF | 0.51000 1711.05| 0.50000 1677.50| Solid Traffic Stripe Removed (Plastic) | | | 0230 701H006 1678.000 LF | 0.51000 855.78| 0.50000 839.00| Broken Traffic Stripe Removed (Plastic) | | | 0240 703A002 4726.000 SQFT| 2.55000 12051.30| 2.50000 11815.00| Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 994.000 SQFT| 3.57000 3548.58| 3.50000 3479.00| Traffic Control Legends, Class 2, Type | | | 0260 705A030 60.000 EACH| 5.61000 336.60| 5.50000 330.00| Pavement Markers, Class A-H, Type 2-C | | | 0270 705A031 539.000 EACH| 5.61000 3023.79| 5.50000 2964.50| Pavement Markers, Class A-H, Type 1-A | | | 0280 730H001 9400.000 LF | 2.50000 23500.00| 2.45000 23030.00| Loop Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 050 -4 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040827050 COUNTIES : MADISON LETTING DATE : 08/27/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19010 |( ) |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 730I001 10500.000 LF | 1.53000 16065.00| 1.25000 13125.00| Loop Detector Lead-In-Cable | | | 0300 730K000 7.000 EACH| 229.50000 1606.50| 225.00000 1575.00| Traffic Signal Junction Box | | | 0310 731A011 1.000 EACH| 2040.00000 2040.00| 2000.00000 2000.00| Traffic Counting Unit, Type L | | | 0320 740B000 1128.000 SQFT| 0.01000 11.28| 9.00000 10152.00| Construction Signs | | | 0330 740D000 200.000 EACH| 0.01000 2.00| 60.25000 12050.00| Channelizing Drums | | | 0340 741C010 2.000 EACH| 1533.60000 3067.20| 1500.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,780,852.98| $ 1,821,800.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,780,852.98| $ 1,821,800.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20040827051 COUNTIES : MONROE WILCOX LETTING DATE : 08/27/04 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-069-XXX-002 for the Division Wide Bridge Coating at five (5) sites as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16052 POSEIDON CONSTRUCTION, INC. $ 94,394.00 100.0000% 2 04055 3-D'S BRIDGE PAINTING CORP. $ 276,412.00 292.8279% 3 18053 ROYAL BRIDGE, INC. $ 322,000.00 341.1234% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040827051 COUNTIES : MONROE WILCOX LETTING DATE : 08/27/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 16052 |( 2 ) 04055 |( 3 ) 18053 |POSEIDON CONSTRUCTION, INC. |3-D's BRIDGE PAINTING CORP. |ROYAL BRIDGE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 521B001 LUMP| 6280.00000 6280.00| 29000.00000 29000.00| 24996.00000 24996.00 Coating Existing Bridge At MP 61.50 | | | 0020 521B002 LUMP| 7656.00000 7656.00| 29000.00000 29000.00| 33000.00000 33000.00 Coating Existing Bridge At MP 62.95 | | | 0030 521B003 LUMP| 11625.00000 11625.00| 29000.00000 29000.00| 44000.00000 44000.00 Coating Existing Bridge At MP 63.05 | | | 0040 521B004 LUMP| 9362.00000 9362.00| 29000.00000 29000.00| 44000.00000 44000.00 Coating Existing Bridge At MP 63.25 | | | 0050 521B005 LUMP| 49059.00000 49059.00| 150000.00000 150000.00| 140000.00000 140000.00 Coating Existing Bridge At MP 96.25 | | | 0060 600A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 35000.00000 35000.00 Mobilization | | | 0070 740B000 352.000 SQFT| 1.00000 352.00| 1.00000 352.00| 2.00000 704.00 Construction Signs | | | 0080 740D000 60.000 EACH| 1.00000 60.00| 1.00000 60.00| 5.00000 300.00 Channelizing Drums | | | SECTION TOTALS | $ 94,394.00| $ 276,412.00| $ 322,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 94,394.00| $ 276,412.00| $ 322,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20040827052 COUNTIES : MOBILE LETTING DATE : 08/27/04 10:00 AM DIVISION : 09 CONTRACT TIME : 60 Calendar Days CONTRACT DESCRIPTION : for constructing the Barrier Rail Modifications and Overhead Sign Renovation on I-165 from One Mile Creek to south of Three Mile Creek in Mobile. Length 0.014 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- NO BIDS RECEIVED ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/30/04 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040827052 COUNTIES : MOBILE LETTING DATE : 08/27/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |NO VALID BIDS | | | | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | | | -------------------------------------------+----------------------------+----------------------------+------------------------------