ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20040924001 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-I065(343) for constructing the Planing, Resurfacing, Traffic Stripe, and Bridge End Repair on I-65 from MP 359.00 to the Tennesee state line west of Ardmore. Length - 7.229 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 3,836,872.65 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 4,222,285.03 110.0450% 3 23014 WRIGHT PAVING CONTRACTORS, INC. $ 5,036,195.23 131.2578% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040924001 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( 3 ) 23014 |BURGREEN CONTRACTING CO., I |SHELBY CONTRACTING CO., INC |WRIGHT PAVING CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C014 136.000 SQYD| 75.00000 10200.00| 125.00000 17000.00| 50.00000 6800.00 Removing Bridge End Slab (Partial) | | | 0020 405A000 30655.000 GAL | 1.35000 41384.25| 1.50000 45982.50| 1.25000 38318.75 Tack Coat | | | 0030 408A052 245167.000 SQYD| 0.70000 171616.90| 1.05000 257425.35| 0.91000 223101.97 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A055 5340.000 SQYD| 3.00000 16020.00| 1.62000 8650.80| 2.60000 13884.00 Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0050 410B000 1.000 EACH| 8000.00000 8000.00| 2500.00000 2500.00| 25000.00000 25000.00 State Furnished Profilograph | | | 0060 410H000 1.000 EACH| 70000.00000 70000.00| 25000.00000 25000.00| 75000.00000 75000.00 Material Remixing Device | | | 0070 420A011 11221.000 TON | 51.00000 572271.00| 62.10000 696824.10| 78.64000 882419.44 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0080 423A003 20075.000 TON | 47.00000 943525.00| 51.24000 1028643.00| 53.30000 1069997.50 Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0090 423B001 895.000 TON | 44.50000 39827.50| 52.69000 47157.55| 64.97000 58148.15 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0100 424A280 5623.000 TON | 42.00000 236166.00| 48.30000 271590.90| 48.29000 271534.67 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0110 424A286 250.000 TON | 50.00000 12500.00| 49.50000 12375.00| 87.40000 21850.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424A369 45.000 TON | 50.00000 2250.00| 53.89000 2425.05| 194.03000 8731.35 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B289 29203.000 TON | 37.50000 1095112.50| 44.70000 1305374.10| 39.07000 1140961.21 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040924001 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( 3 ) 23014 |BURGREEN CONTRACTING CO., I |SHELBY CONTRACTING CO., INC |WRIGHT PAVING CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B585 250.000 TON | 48.00000 12000.00| 65.00000 16250.00| 125.00000 31250.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0150 424B662 112.000 TON | 45.00000 5040.00| 53.00000 5936.00| 112.02000 12546.24 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B692 117.000 TON | 45.00000 5265.00| 49.24000 5761.08| 102.05000 11939.85 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 428C000 134890.000 LF | 0.10000 13489.00| 0.16000 21582.40| 0.22000 29675.80 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0180 430B014 3900.000 TON | 12.50000 48750.00| 14.25000 55575.00| 18.00000 70200.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0190 450B000 136.000 SQYD| 95.00000 12920.00| 117.00000 15912.00| 250.00000 34000.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 600A000 LUMP| 230000.00000 230000.00| 65000.00000 65000.00| 720000.00000 720000.00 Mobilization | | | 0210 680A000 LUMP| 12500.00000 12500.00| 17970.00000 17970.00| 40000.00000 40000.00 Engineering Controls | | | 0220 701A028 18.000 MILE| 2000.00000 36000.00| 2400.00000 43200.00| 1575.00000 28350.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0230 701A032 17.000 MILE| 2000.00000 34000.00| 2400.00000 40800.00| 1575.00000 26775.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0240 701A041 15.000 MILE| 1000.00000 15000.00| 1200.00000 18000.00| 1020.00000 15300.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701B009 5596.000 LF | 1.25000 6995.00| 1.25000 6995.00| 0.90000 5036.40 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0260 701C000 46.000 MILE| 500.00000 23000.00| 625.00000 28750.00| 520.00000 23920.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040924001 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( 3 ) 23014 |BURGREEN CONTRACTING CO., I |SHELBY CONTRACTING CO., INC |WRIGHT PAVING CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 701C001 91.000 MILE| 600.00000 54600.00| 690.00000 62790.00| 590.00000 53690.00 Solid Temporary Traffic Stripe | | | 0280 701G121 445.000 LF | 2.00000 890.00| 2.00000 890.00| 3.50000 1557.50 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 701G125 445.000 LF | 4.50000 2002.50| 4.50000 2002.50| 5.00000 2225.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0300 701G133 445.000 LF | 4.50000 2002.50| 4.50000 2002.50| 5.00000 2225.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0310 701H001 890.000 LF | 0.50000 445.00| 0.50000 445.00| 1.00000 890.00 Solid Traffic Stripe Removed (Plastic) | | | 0320 701H006 445.000 LF | 0.50000 222.50| 0.50000 222.50| 1.00000 445.00 Broken Traffic Stripe Removed (Plastic) | | | 0330 703A002 7299.000 SQFT| 3.00000 21897.00| 3.00000 21897.00| 2.60000 18977.40 Traffic Control Markings, Class 2, Type | | | A | | | 0340 705A030 164.000 EACH| 5.50000 902.00| 5.50000 902.00| 5.50000 902.00 Pavement Markers, Class A-H, Type 2-C | | | 0350 705A031 2390.000 EACH| 5.50000 13145.00| 5.50000 13145.00| 5.50000 13145.00 Pavement Markers, Class A-H, Type 1-A | | | 0360 705A032 448.000 EACH| 5.50000 2464.00| 5.50000 2464.00| 5.50000 2464.00 Pavement Markers, Class A-H, Type 1-B | | | 0370 731A000 2.000 EACH| 2500.00000 5000.00| 4000.00000 8000.00| 6400.00000 12800.00 Traffic Counting Units, Type A | | | 0380 731A010 1.000 EACH| 4000.00000 4000.00| 7800.00000 7800.00| 8400.00000 8400.00 Traffic Counting Units, Type K | | | 0390 740B000 1348.000 SQFT| 12.50000 16850.00| 12.90000 17389.20| 12.00000 16176.00 Construction Signs | | | 0400 740C000 59.000 SQFT| 30.00000 1770.00| 14.50000 855.50| 12.00000 708.00 Special Construction Signs | | | 0410 740E000 250.000 EACH| 20.00000 5000.00| 8.00000 2000.00| 10.00000 2500.00 Cones (36 Inches High) | | | 0420 740M001 250.000 EACH| 5.00000 1250.00| 6.00000 1500.00| 7.00000 1750.00 Ballast For Cone | | | 0430 741C010 1.000 EACH| 10000.00000 10000.00| 4500.00000 4500.00| 4000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040924001 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( 3 ) 23014 |BURGREEN CONTRACTING CO., I |SHELBY CONTRACTING CO., INC |WRIGHT PAVING CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 742A001 1.000 EACH| 20000.00000 20000.00| 10200.00000 10200.00| 8000.00000 8000.00 Portable Changeable Message Sign, Type | | | 0450 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,836,872.65| $ 4,222,285.03| $ 5,036,195.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,836,872.65| $ 4,222,285.03| $ 5,036,195.23 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20040924002 COUNTIES : CONECUH LETTING DATE : 09/24/04 10:00 AM DIVISION : 09 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-I065(348) for constructing the Water Line Replacement at the Rest Area on I-65 SBR (Approx. MP 88.6) southwest of Evergreen. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19058 S. J. & L., INC. $ 399,397.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040924002 COUNTIES : CONECUH LETTING DATE : 09/24/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 19058 |( ) |( ) |S. J. & L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 73000.00000 73000.00| | Mobilization | | | 0020 641A802 9100.000 LF | 33.00000 300300.00| | 3 Inch H.D.P.E. Water Main Laid | | | 0030 665J000 1391.000 LF | 6.00000 8346.00| | Silt Fence, Type A | | | 0040 665O001 1391.000 LF | 1.00000 1391.00| | Silt Fence Removal | | | 0050 665Q001 700.000 LF | 12.00000 8400.00| | 20 Inch Wattle | | | 0060 740B000 264.000 SQFT| 15.00000 3960.00| | Construction Signs | | | 0070 740D000 50.000 EACH| 80.00000 4000.00| | Channelizing Drums | | | SECTION TOTALS | $ 399,397.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 399,397.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 CONTRACT TIME : 540 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPOAF-IM-I085(300) for constructing the Bridge Replacement, Resurfacing, Traffic Stripe, and Signals on C.R.#208 (Fairfax Road) at I-85 west of Valley. Length - 1.462 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19007 SCOTT BRIDGE COMPANY, INC. $ 7,164,030.21 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 12900.00000 12900.00| | Clearing & Grubbing (Approximately 3 | | | ACRES | | | 0020 205A001 1.000 EACH| 10650.00000 10650.00| | Removal Of Structures, Structure No. | | | 1(Sta. 414+50) | | | 0030 205A002 1.000 EACH| 10650.00000 10650.00| | Removal Of Structures, Structure No. 2 | | | (Sta 416+00) | | | 0040 206A000 LUMP| 150000.00000 150000.00| | Removal Of Old Bridge, Station STA | | | 1401+27.720 | | | 0050 206C002 254.000 SQYD| 10.65000 2705.10| | Removing Concrete Slope Paving | | | 0060 206C003 233.000 SQYD| 4.10000 955.30| | Removing Concrete Flumes | | | 0070 206D001 1989.000 LF | 2.00000 3978.00| | Removing Guardrail | | | 0080 206D003 8614.000 LF | 3.50000 30149.00| | Removing Curb And Gutter | | | 0090 206E008 20.000 EACH| 150.00000 3000.00| | Removing Guardrail End Anchor (All Type | | | 0100 210A000 8855.000 CUYD| 4.65000 41175.75| | Unclassified Excavation | | | 0110 210D000 10587.000 CUYD| 9.82000 103964.34| | Borrow Excavation | | | 0120 214A000 660.000 CUYD| 8.10000 5346.00| | Structure Excavation | | | 0130 214B001 339.000 CUYD| 10.40000 3525.60| | Foundation Backfill, Commercial | | | 0140 215A000 355.000 CUYD| 40.00000 14200.00| | Unclassified Bridge Excavation | | | 0150 215B000 LUMP| 45000.00000 45000.00| | Cofferdams Or Sheeting And Shoring, STA | | | 1401+27.72 | | | 0160 250C000 3.000 EACH| 3000.00000 9000.00| | Underground Storage Tank Removal | | | (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 250N000 50.000 GAL | 1.00000 50.00| | Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0180 251A000 80.000 CUYD| 100.00000 8000.00| | Contaminated Soil Remediation | | | (Specialty Item) | | | 0190 301A012 10985.000 SQYD| 5.22000 57341.70| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0200 401A000 10985.000 SQYD| 0.74000 8128.90| | Bituminous Treatment A | | | 0210 405A000 4746.000 GAL | 2.00000 9492.00| | Tack Coat | | | 0220 408A053 43081.000 SQYD| 2.89000 124504.09| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0230 424A360 4303.000 TON | 52.37000 225348.11| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 424A366 200.000 TON | 65.00000 13000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B650 9105.000 TON | 48.75000 443868.75| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0260 424B658 13098.000 TON | 51.04000 668521.92| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B680 4143.000 TON | 48.75000 201971.25| | Superpave Bituminous Concrete Lower | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424B685 500.000 TON | 100.00000 50000.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424C360 3852.000 TON | 48.79000 187939.08| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0300 430B014 500.000 TON | 14.00000 7000.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0310 450B000 320.000 SQYD| 90.00000 28800.00| | Reinforced Cement Concrete Bridge End | | | Slab (9" THICK) | | | 0320 502A000 97400.000 LB | 0.89000 86686.00| | Steel Reinforcement | | | 0330 502B000 LUMP| 188000.00000 188000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA 1401+27.72, APPROX | | | 174400 LBS | | | 0340 505G002 64.000 EACH| 150.00000 9600.00| | Pile Points (Type A, 10") | | | 0350 505G003 78.000 EACH| 175.00000 13650.00| | Pile Points (Type A, 12") | | | 0360 505M000 3790.000 LF | 29.00000 109910.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0370 505M002 3210.000 LF | 42.00000 134820.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0380 508A000 8780.000 LB | 4.00000 35120.00| | Structural Steel | | | 0390 510A000 510.000 CUYD| 650.00000 331500.00| | Bridge Substructure Concrete, Class A | | | 0400 510C051 LUMP| 700000.00000 700000.00| | Bridge Concrete Superstructure, STA | | | 1401+27.720, APPROX. 794 CU YDS | | | 0410 510E000 2640.000 SQYD| 3.50000 9240.00| | Grooving Concrete Bridge Decks | | | 0420 511A052 90.000 EACH| 120.00000 10800.00| | Elastomeric Bearing Type 2(Mark B3) | | | 0430 511A072 30.000 EACH| 420.00000 12600.00| | Elastomeric Bearing Type4(Mark VB3) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 513B005 3988.000 LF | 145.00000 578260.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0450 530A001 58.000 LF | 29.25000 1696.50| | 18" Roadway Pipe (Class 3 R.C.) | | | 0460 530A004 21.000 LF | 64.35000 1351.35| | 36" Roadway Pipe (Class 3 R.C.) | | | 0470 530A101 101.000 LF | 29.25000 2954.25| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A102 5.000 LF | 35.10000 175.50| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0490 533A098 556.000 LF | 29.25000 16263.00| | 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0500 533A099 168.000 LF | 41.00000 6888.00| | 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0510 533A101 336.000 LF | 64.50000 21672.00| | 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0520 600A000 LUMP| 765750.00000 765750.00| | Mobilization | | | 0530 601A000 1.000 EACH| 10000.00000 10000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0540 602A000 8.000 EACH| 150.00000 1200.00| | Right Of Way Markers | | | 0550 610C001 104.000 TON | 41.00000 4264.00| | Loose Riprap, Class 2 | | | 0560 610D003 259.000 SQYD| 4.70000 1217.30| | Filter Blanket, Geotextile | | | 0570 614A000 36.000 CUYD| 425.00000 15300.00| | Slope Paving | | | 0580 614A001 404.000 CUYD| 325.00000 131300.00| | Slope Paving (Under Bridges) | | | 0590 619A002 2.000 EACH| 1200.00000 2400.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0600 619A003 2.000 EACH| 1500.00000 3000.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0610 619A055 1.000 EACH| 1560.00000 1560.00| | 36" Roadway Pipe End Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 620A000 3.000 CUYD| 450.00000 1350.00| | Minor Structure Concrete | | | 0630 621A000 1.000 EACH| 1680.00000 1680.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0640 621A001 1.000 EACH| 1732.00000 1732.00| | Junction Boxes, Type 1, 2P Or 5 | | | 0650 621C002 6.000 EACH| 2900.00000 17400.00| | Inlets, Type C, P1 Or P3 | | | 0660 621C015 9.000 EACH| 2900.00000 26100.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0670 621C016 2.000 EACH| 2900.00000 5800.00| | Inlets, Type S2 Or S4 (1 Wing) | | | 0680 621C017 1.000 EACH| 4000.00000 4000.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0690 621D015 6.000 EACH| 1050.00000 6300.00| | Inlet Units, Type S1 Or S3 | | | 0700 621D022 5.000 EACH| 1050.00000 5250.00| | Inlet Units, Type C, P1 Or P3 | | | 0710 623C000 8617.000 LF | 11.33000 97630.61| | Combination Curb & Gutter, Type C | | | 0720 629A084 214.000 LF | 215.00000 46010.00| | Concrete Median Or Safety Barrier Type | | | CSF-56(OPP) | | | 0730 630A001 1613.000 LF | 24.50000 39518.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0740 630A033 275.000 LF | 31.00000 8525.00| | Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0750 630C001 2.000 EACH| 800.00000 1600.00| | Guardrail End Anchor, Type 8 | | | 0760 630C003 8.000 EACH| 1175.00000 9400.00| | Guardrail End Anchor, Type 13 | | | 0770 630C050 2.000 EACH| 1900.00000 3800.00| | Guardrail End Anchor, Type 20 Series | | | 0780 630C070 8.000 EACH| 1400.00000 11200.00| | Guardrail End Anchor, Type 10 Series | | | 0790 641A512 240.000 LF | 12.00000 2880.00| | 3/4 Inch Copper Water Service Line Laid | | | 0800 641A514 20.000 LF | 12.50000 250.00| | 1 Inch Copper Water Service Line Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 641A609 339.000 LF | 25.00000 8475.00| | 3 Inch Ductile Iron Water Main Laid | | | 0820 641A612 409.000 LF | 24.00000 9816.00| | 6 Inch Ductile Iron Water Main Laid | | | 0830 641A616 166.000 LF | 31.50000 5229.00| | 10 Inch Ductile Iron Water Main Laid | | | 0840 641A618 1352.000 LF | 43.05000 58203.60| | 12 Inch Ductile Iron Water Main Laid | | | 0850 641B509 70.000 LF | 27.00000 1890.00| | 3 Inch Ductile Iron Water Main Relaid | | | 0860 641C500 610.000 LB | 4.05000 2470.50| | Ductile Iron Fittings | | | 0870 641D500 1.000 EACH| 2500.00000 2500.00| | Fire Hydrant | | | 0880 641E500 1.000 EACH| 1675.00000 1675.00| | Fire Hydrant Reset | | | 0890 641J516 1.000 EACH| 1040.00000 1040.00| | 6 Inch Gate Valve With Box | | | 0900 641J520 1.000 EACH| 1825.00000 1825.00| | 10 Inch Gate Valve With Box | | | 0910 641J522 2.000 EACH| 2025.00000 4050.00| | 12 Inch Gate Valve With Box | | | 0920 641P515 3.000 EACH| 720.00000 2160.00| | 3/4 Inch Service Tap | | | 0930 641P520 1.000 EACH| 900.00000 900.00| | 1 Inch Service Tap | | | 0940 641R510 3.000 EACH| 985.00000 2955.00| | 3/4 Inch Water Meter And Box Reset | | | 0950 641R515 2.000 EACH| 1386.00000 2772.00| | 1 Inch Water Meter And Box Reset | | | 0960 649A545 55.000 LF | 168.00000 9240.00| | 16 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0970 649A655 40.000 LF | 237.00000 9480.00| | 20 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0980 650A000 3530.000 CUYD| 16.80000 59304.00| | Topsoil | | | 0990 654A000 11452.000 SQYD| 3.50000 40082.00| | Solid Sodding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 656A000 2.000 ACRE| 650.00000 1300.00| | Mulching, Class A, Type 1 | | | 1010 658A002 4.000 ACRE| 1166.00000 4664.00| | Hydro-Seeding & Mulching (Mix 2E) | | | 1020 665J000 18302.000 LF | 2.23000 40813.46| | Silt Fence, Type A | | | 1030 665O001 18302.000 LF | 0.10000 1830.20| | Silt Fence Removal | | | 1040 665Q000 440.000 LF | 4.00000 1760.00| | 12 Inch Wattle | | | 1050 665Q001 200.000 LF | 4.25000 850.00| | 20 Inch Wattle | | | 1060 672A000 10.000 GAL | 60.00000 600.00| | Flocculant Liquid | | | 1070 674A000 640.000 LF | 2.50000 1600.00| | Construction Safety Fence | | | 1080 680A000 LUMP| 105000.00000 105000.00| | Engineering Controls | | | 1090 701A028 5.000 MILE| 1575.00000 7875.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1100 701A041 5.000 MILE| 990.00000 4950.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1110 701A048 5.000 MILE| 1775.00000 8875.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1120 701B009 3403.000 LF | 0.90000 3062.70| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1130 701B016 200.000 LF | 5.00000 1000.00| | Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 1140 701C000 10.000 MILE| 650.00000 6500.00| | Broken Temporary Traffic Stripe | | | 1150 701C001 9.000 MILE| 750.00000 6750.00| | Solid Temporary Traffic Stripe | | | 1160 701C006 1.000 MILE| 6800.00000 6800.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 701D007 1.000 MILE| 1750.00000 1750.00| | Solid Traffic Stripe Removed (Paint) | | | 1180 701D008 3.000 MILE| 1850.00000 5550.00| | Solid Traffic Stripe Removed (Plastic) | | | 1190 701D009 1.000 MILE| 1500.00000 1500.00| | Solid Traffic Stripe Removed (Tape) | | | 1200 701D014 1.000 MILE| 1500.00000 1500.00| | Broken Traffic Stripe Removed (Paint) | | | 1210 701D015 2.000 MILE| 1500.00000 3000.00| | Broken Traffic Stripe Removed (Plastic) | | | 1220 701G058 3022.000 LF | 0.50000 1511.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 1230 701G121 540.000 LF | 2.20000 1188.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1240 701G125 1415.000 LF | 3.73000 5277.95| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1250 701G133 540.000 LF | 4.07000 2197.80| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1260 703A002 8833.000 SQFT| 2.50000 22082.50| | Traffic Control Markings, Class 2, Type | | | A | | | 1270 703A010 66.000 SQFT| 12.50000 825.00| | Traffic Control Markings,Class 3W,Type | | | 1280 703B002 607.000 SQFT| 3.50000 2124.50| | Traffic Control Legends, Class 2, Type | | | 1290 703B010 90.000 SQFT| 18.00000 1620.00| | Traffic Control Legends,Class 3W,Type A | | | 1300 703C001 2555.000 SQFT| 3.00000 7665.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1310 703D001 6510.000 SQFT| 1.50000 9765.00| | Temporary Traffic Control Markings | | | 1320 705A011 1946.000 EACH| 6.50000 12649.00| | Pavement Markers, Class C, Type 1-A | | | 1330 705A022 152.000 EACH| 6.50000 988.00| | Pavement Markers, Class C, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 705A023 250.000 EACH| 6.50000 1625.00| | Pavement Markers, Class C, Type 2-D | | | 1350 705A030 96.000 EACH| 5.50000 528.00| | Pavement Markers, Class A-H, Type 2-C | | | 1360 705A031 973.000 EACH| 5.50000 5351.50| | Pavement Markers, Class A-H, Type 1-A | | | 1370 705A032 44.000 EACH| 5.50000 242.00| | Pavement Markers, Class A-H, Type 1-B | | | 1380 705A037 1570.000 EACH| 5.50000 8635.00| | Pavement Markers, Class A-H, Type 2-D | | | 1390 705A038 90.000 EACH| 5.50000 495.00| | Pavement Markers, Class A-H, Type 2-E | | | 1400 707A006 27.000 EACH| 42.50000 1147.50| | Type 1, Clear Delineator Installation | | | 1410 707A007 26.000 EACH| 42.50000 1105.00| | Type 2, Clear Delineator Installation | | | 1420 707A026 48.000 EACH| 42.50000 2040.00| | Type 1B, Clear And Red Delineator | | | Installation | | | 1430 707A027 20.000 EACH| 42.50000 850.00| | Type 1B, Red And Yellow Delineator | | | Installation | | | 1440 710A115 89.000 SQFT| 17.00000 1513.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1450 710A126 20.000 SQFT| 19.00000 380.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1460 710B001 224.000 LF | 5.50000 1232.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1470 726A000 720.000 LF | 32.00000 23040.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1480 726A001 60.000 LF | 85.00000 5100.00| | Portable Concrete Safety Barriers, Type | | | 6-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 726D021 2.000 EACH| 12000.00000 24000.00| | Portable Impact AttenuatorAssembly | | | (Bi-directional, TL-2) | | | 1500 726D025 4.000 EACH| 14500.00000 58000.00| | Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1510 730A000 LUMP| 500.00000 500.00| | Removal Of Existing Traffic Control | | | Unit (CR-208 @ RAMP B/D) | | | 1520 730A053 LUMP| 500.00000 500.00| | Removal Of Existing Traffic Control | | | Unit (Temporary) (CR 208 @ RAMP A/C) | | | 1530 730A054 LUMP| 500.00000 500.00| | Removal Of Existing Traffic Control | | | Unit (Temporary)( (CR 208 @ RAMP B/D) | | | 1540 730C000 LUMP| 28200.00000 28200.00| | Furnishing And Installing Traffic | | | Control Unit (CR-208 @ RAMP A/C) | | | 1550 730C001 LUMP| 28200.00000 28200.00| | Furnishing And Installing Traffic | | | Control Unit (CR-208 @ RAMP B/D) | | | 1560 730E000 8.000 EACH| 2200.00000 17600.00| | Metal Traffic Signal Pole Foundation | | | 1570 730G001 8.000 EACH| 5500.00000 44000.00| | Metal Traffic Signal Strain Pole | | | 1580 730H001 3280.000 LF | 3.50000 11480.00| | Loop Wire | | | 1590 730I001 4240.000 LF | 1.00000 4240.00| | Loop Detector Lead-In-Cable | | | 1600 730J010 16.000 EACH| 165.00000 2640.00| | Vehicle Loop Detector | | | 1610 730K000 7.000 EACH| 275.00000 1925.00| | Traffic Signal Junction Box | | | 1620 730L003 80.000 LF | 4.00000 320.00| | 1", Non-Metallic, Conduit | | | 1630 730L005 700.000 LF | 4.00000 2800.00| | 2", Non-Metallic, Conduit | | | 1640 730N010 8.000 EACH| 960.00000 7680.00| | Luminaire Extension Assembly, 12 FEET | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1650 730P022 16.000 EACH| 750.00000 12000.00| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1660 730R022 2.000 EACH| 8500.00000 17000.00| | Controller Assembly, Type III, 8 Phase | | | 1670 730T000 1.000 EACH| 500.00000 500.00| | Wood Pole | | | 1680 730U005 LUMP| 7500.00000 7500.00| | Furnishing And Installing Video | | | Detection System (CR 208 @ RAMP A/C) | | | 1690 730U007 LUMP| 7500.00000 7500.00| | Furnishing And Installing Video | | | Detection System (CR 208 @ RAMP B/D) | | | 1700 740B000 2326.000 SQFT| 10.65000 24771.90| | Construction Signs | | | 1710 740C000 128.000 SQFT| 10.65000 1363.20| | Special Construction Signs | | | 1720 740D000 300.000 EACH| 62.75000 18825.00| | Channelizing Drums | | | 1730 740E000 100.000 EACH| 19.15000 1915.00| | Cones (36 Inches High) | | | 1740 740F002 8.000 EACH| 265.00000 2120.00| | Barricades, Type III | | | 1750 740I005 4.000 EACH| 480.00000 1920.00| | Warning Lights, Type B (Detachable Head | | | 1760 740M001 100.000 EACH| 8.50000 850.00| | Ballast For Cone | | | 1770 741C010 1.000 EACH| 4050.00000 4050.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1780 742A001 2.000 EACH| 12750.00000 25500.00| | Portable Changeable Message Sign, Type | | | 1790 750Z100 LUMP| 215000.00000 215000.00| | Roadway Lighting System (Rehabilitation | | | 1800 751D019 43.000 EACH| 50.00000 2150.00| | Replace 5 Amp Fuse | | | 1810 751D026 43.000 EACH| 50.00000 2150.00| | Replace H.P.S. Lamp, 250 Watt | | | 1820 751D028 3.000 EACH| 2835.00000 8505.00| | Replace Individual Lowering Device | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040924003 COUNTIES : CHAMBERS LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1830 751D029 7.000 EACH| 640.00000 4480.00| | Replace Fusible Plug(Including 11 Foot | | | Cord)(Cord Set) | | | 1840 751D030 2.000 EACH| 390.00000 780.00| | Replace Distribution Block(Including 1 | | | Foot Cord)(Cord Set) | | | 1850 751D031 3.000 EACH| 460.00000 1380.00| | Replace Pole Cable(Length Up To 75 | | | Foot)(Cord Set) | | | 1860 751D033 43.000 EACH| 72.00000 3096.00| | Replace Submersible Splice Kit(Pair) | | | 1870 751D034 3.000 EACH| 215.00000 645.00| | Replace Surge Arrestor(Cord Set) | | | 1880 751D036 1.000 EACH| 550.00000 550.00| | Replace Offset Luminaire Assembly | | | 1890 751D037 43.000 EACH| 300.00000 12900.00| | Replace Ballast(480 Volt / 250 Watt) | | | 1900 751D039 43.000 EACH| 50.00000 2150.00| | Replace Starter(480 Volt / 250 Watt) | | | 1910 751D041 43.000 EACH| 50.00000 2150.00| | Reseal Entrance Cable To Luminaire | | | 1920 751D042 43.000 EACH| 50.00000 2150.00| | Readjust Lowering Cables | | | 1930 756A022 120.000 LF | 35.00000 4200.00| | 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1940 999 000 2250.000 HOUR| 0.80000 1800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,164,030.21| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,164,030.21| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20040924004 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 CONTRACT TIME : 150 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-I565(303) for constructing the Planing, Resurfacing and Traffic Stripe on I-565 from I-65 in Mooresville to two miles west of the Madison county line. Length 5.120 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 3,659,414.09 100.0000% 2 02035 BURGREEN CONTRACTING COMPANY, INC. $ 3,764,443.80 102.8701% 3 01087 APAC-SOUTHEAST, INC. $ 4,391,372.05 120.0021% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040924004 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 02035 |( 3 ) 01087 |SHELBY CONTRACTING CO., INC |BURGREEN CONTRACTING CO., I |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 26360.000 GAL | 1.00000 26360.00| 1.50000 39540.00| 1.47000 38749.20 Tack Coat | | | 0020 408A052 337331.000 SQYD| 1.05000 354197.55| 0.80000 269864.80| 0.99000 333957.69 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 2605.000 SQYD| 1.05000 2735.25| 2.50000 6512.50| 2.82000 7346.10 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 410B000 1.000 EACH| 2500.00000 2500.00| 10000.00000 10000.00| 7595.06000 7595.06 State Furnished Profilograph | | | 0050 410H000 1.000 EACH| 25000.00000 25000.00| 85000.00000 85000.00| 100417.26000 100417.26 Material Remixing Device | | | 0060 420A011 10222.000 TON | 59.32000 606369.04| 52.00000 531544.00| 59.44000 607595.68 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0070 423A002 22243.000 TON | 49.29000 1096357.47| 46.00000 1023178.00| 57.96000 1289204.28 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0080 424A281 15036.000 TON | 44.26000 665493.36| 42.00000 631512.00| 43.83000 659027.88 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0090 424A287 11983.000 TON | 44.26000 530367.58| 40.00000 479320.00| 48.04000 575663.32 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B281 326.000 TON | 41.09000 13395.34| 55.00000 17930.00| 54.97000 17920.22 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0110 424B285 100.000 TON | 45.00000 4500.00| 60.00000 6000.00| 71.11000 7111.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 428C000 97280.000 LF | 0.15000 14592.00| 0.15000 14592.00| 0.08000 7782.40 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040924004 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 02035 |( 3 ) 01087 |SHELBY CONTRACTING CO., INC |BURGREEN CONTRACTING CO., I |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 45000.00000 45000.00| 345000.00000 345000.00| 473751.41000 473751.41 Mobilization | | | 0140 680A000 LUMP| 7500.00000 7500.00| 25000.00000 25000.00| 20390.44000 20390.44 Engineering Controls | | | 0150 701A028 11.000 MILE| 2200.00000 24200.00| 2000.00000 22000.00| 1804.99000 19854.89 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A032 11.000 MILE| 2200.00000 24200.00| 2000.00000 22000.00| 1804.99000 19854.89 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A041 13.000 MILE| 1075.00000 13975.00| 1000.00000 13000.00| 1168.94000 15196.22 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 4924.000 LF | 1.25000 6155.00| 1.25000 6155.00| 1.03000 5071.72 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 26.000 MILE| 625.00000 16250.00| 500.00000 13000.00| 595.93000 15494.18 Broken Temporary Traffic Stripe | | | 0200 701C001 42.000 MILE| 690.00000 28980.00| 600.00000 25200.00| 676.15000 28398.30 Solid Temporary Traffic Stripe | | | 0210 701G121 4540.000 LF | 2.00000 9080.00| 2.00000 9080.00| 1.49000 6764.60 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G125 3432.000 LF | 4.50000 15444.00| 4.50000 15444.00| 4.07000 13968.24 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G133 3432.000 LF | 4.50000 15444.00| 4.50000 15444.00| 4.07000 13968.24 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701H001 6864.000 LF | 0.50000 3432.00| 0.50000 3432.00| 0.40000 2745.60 Solid Traffic Stripe Removed (Plastic) | | | 0250 701H006 4540.000 LF | 0.50000 2270.00| 0.50000 2270.00| 0.34000 1543.60 Broken Traffic Stripe Removed (Plastic) | | | 0260 703A002 8299.000 SQFT| 3.00000 24897.00| 3.00000 24897.00| 2.98000 24731.02 Traffic Control Markings, Class 2, Type | | | A | | | 0270 703B002 45.000 SQFT| 3.90000 175.50| 3.90000 175.50| 5.73000 257.85 Traffic Control Legends, Class 2, Type | | | 0280 705A030 404.000 EACH| 5.50000 2222.00| 5.50000 2222.00| 6.30000 2545.20 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040924004 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 02035 |( 3 ) 01087 |SHELBY CONTRACTING CO., INC |BURGREEN CONTRACTING CO., I |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 705A031 3092.000 EACH| 5.50000 17006.00| 5.50000 17006.00| 6.30000 19479.60 Pavement Markers, Class A-H, Type 1-A | | | 0300 705A032 405.000 EACH| 5.50000 2227.50| 5.50000 2227.50| 6.30000 2551.50 Pavement Markers, Class A-H, Type 1-B | | | 0310 731A000 5.000 EACH| 3000.00000 15000.00| 2500.00000 12500.00| 2865.06000 14325.30 Traffic Counting Units, Type A | | | 0320 731A001 1.000 EACH| 4000.00000 4000.00| 5000.00000 5000.00| 4297.59000 4297.59 Traffic Counting Units, Type B | | | 0330 740B000 1223.000 SQFT| 12.00000 14676.00| 12.50000 15287.50| 8.73000 10676.79 Construction Signs | | | 0340 740C000 17.000 SQFT| 12.50000 212.50| 30.00000 510.00| 9.03000 153.51 Special Construction Signs | | | 0350 740D000 200.000 EACH| 60.50000 12100.00| 100.00000 20000.00| 62.57000 12514.00 Channelizing Drums | | | 0360 741C010 1.000 EACH| 3500.00000 3500.00| 12000.00000 12000.00| 2647.32000 2647.32 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0370 742A001 1.000 EACH| 9000.00000 9000.00| 20000.00000 20000.00| 7219.95000 7219.95 Portable Changeable Message Sign, Type | | | 0380 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,659,414.09| $ 3,764,443.80| $ 4,391,372.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,659,414.09| $ 3,764,443.80| $ 4,391,372.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20040924006 COUNTIES : TUSCALOOSA LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 CONTRACT TIME : 110 Calendar Days CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : STPHSF-I059(324) for constructing the Median Guardrail Installation on I-59 from S.R.#6 (U.S.#82) to west of S.R.#7 (U.S.#11) near Bee Branch in Tuscaloosa. Length - 7.588 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01010 ALABAMA GUARDRAIL, INC. $ 1,258,433.25 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 1,570,467.00 124.7954% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20040924006 COUNTIES : TUSCALOOSA LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01010 |( 2 ) 08017 |( ) |ALABAMA GUARDRAIL, INC. |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 206D001 567.000 LF | 2.00000 1134.00| 2.00000 1134.00| Removing Guardrail | | | 0020 206E008 15.000 EACH| 100.00000 1500.00| 125.00000 1875.00| Removing Guardrail End Anchor (All Type | | | 0030 600A000 LUMP| 10500.00000 10500.00| 5000.00000 5000.00| Mobilization | | | 0040 630A001 427.000 LF | 18.50000 7899.50| 19.00000 8113.00| Steel Beam Guardrail, Class A, Type 2 | | | 0050 630A018 38565.000 LF | 31.15000 1201299.75| 39.00000 1504035.00| Steel Beam Guardrail, Class A, Type 2 | | | (Double Faced Median Barrier) | | | 0060 630C001 4.000 EACH| 700.00000 2800.00| 1000.00000 4000.00| Guardrail End Anchor, Type 8 | | | 0070 630C003 1.000 EACH| 1500.00000 1500.00| 1100.00000 1100.00| Guardrail End Anchor, Type 13 | | | 0080 630C050 2.000 EACH| 1850.00000 3700.00| 2500.00000 5000.00| Guardrail End Anchor, Type 20 Series | | | 0090 680A000 LUMP| 4250.00000 4250.00| 5000.00000 5000.00| Engineering Controls | | | 0100 740B000 720.000 SQFT| 12.50000 9000.00| 9.25000 6660.00| Construction Signs | | | 0110 740D000 60.000 EACH| 80.00000 4800.00| 65.00000 3900.00| Channelizing Drums | | | 0120 740I005 1.000 EACH| 200.00000 200.00| 150.00000 150.00| Warning Lights, Type B (Detachable Head | | | 0130 741C010 1.000 EACH| 2600.00000 2600.00| 6500.00000 6500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0140 742A001 1.000 EACH| 7250.00000 7250.00| 18000.00000 18000.00| Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 1,258,433.25| $ 1,570,467.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,258,433.25| $ 1,570,467.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20040924007 COUNTIES : MADISON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 CONTRACT TIME : 270 Calendar Days CONTRACT DESCRIPTION : HUNTSVILLE PROJECT(S) : NHF-0002(505) for constructing the Widening (Grade, Drainage, Pavement and Signals) on University Drive (U.S.#72) from just west of Springhill Road to Enterprise Way in Huntsville. Length 1.196 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18037 REED CONTRACTING SERVICES, INC. $ 5,082,741.50 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 6,288,133.83 123.7154% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040924007 COUNTIES : MADISON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( ) |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 48325.00000 48325.00| 547112.74000 547112.74| Clearing & Grubbing (Approximately 19 | | | Acres) | | | 0020 206B000 LUMP| 5200.00000 5200.00| 4473.30000 4473.30| Removal Of Old Box Culvert, Station | | | 14+35 | | | 0030 206C000 337.000 SQYD| 7.80000 2628.60| 7.02000 2365.74| Removing Concrete Sidewalk | | | 0040 206C002 1214.000 SQYD| 9.30000 11290.20| 9.97000 12103.58| Removing Concrete Slope Paving | | | 0050 206C010 835.000 SQYD| 10.50000 8767.50| 10.88000 9084.80| Removing Concrete Driveway | | | 0060 206C023 225.000 SQYD| 8.00000 1800.00| 13.45000 3026.25| Removing Riprap | | | 0070 206D000 4721.000 LF | 7.45000 35171.45| 8.05000 38004.05| Removing Pipe | | | 0080 206D001 114.000 LF | 10.00000 1140.00| 10.50000 1197.00| Removing Guardrail | | | 0090 206D003 4191.000 LF | 3.40000 14249.40| 5.06000 21206.46| Removing Curb And Gutter | | | 0100 206E001 34.000 EACH| 295.00000 10030.00| 236.62000 8045.08| Removing Inlets | | | 0110 209A000 14.000 EACH| 150.00000 2100.00| 271.84000 3805.76| Mailbox Reset, Single | | | 0120 210A000 29703.000 CUYD| 7.00000 207921.00| 11.90000 353465.70| Unclassified Excavation | | | 0130 210D000 13863.000 CUYD| 10.00000 138630.00| 14.65000 203092.95| Borrow Excavation | | | 0140 214A000 10475.000 CUYD| 6.00000 62850.00| 5.01000 52479.75| Structure Excavation | | | 0150 214B001 2973.000 CUYD| 15.25000 45338.25| 11.02000 32762.46| Foundation Backfill, Commercial | | | 0160 301A012 36757.000 SQYD| 4.80000 176433.60| 4.68000 172022.76| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0170 305B060 1655.000 TON | 15.00000 24825.00| 17.98000 29756.90| Crushed Aggregate, Section 825, Section | | | B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040924007 COUNTIES : MADISON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( ) |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 305B061 300.000 TON | 15.00000 4500.00| 20.20000 6060.00| Coarse Aggregate, Section 801, ALDOT | | | #410 Modified | | | 0190 401A000 32460.000 SQYD| 0.65000 21099.00| 0.55000 17853.00| Bituminous Treatment A | | | 0200 405A000 6276.000 GAL | 1.55000 9727.80| 1.52000 9539.52| Tack Coat | | | 0210 408A052 7288.000 SQYD| 2.15000 15669.20| 2.40000 17491.20| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0220 424A361 6215.000 TON | 41.00000 254815.00| 47.77000 296890.55| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424A367 256.000 TON | 46.00000 11776.00| 60.46000 15477.76| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424B651 4603.000 TON | 36.00000 165708.00| 42.63000 196225.89| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 424B658 1995.000 TON | 40.85000 81495.75| 46.50000 92767.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B659 12978.000 TON | 37.00000 480186.00| 42.95000 557405.10| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B681 5235.000 TON | 36.40000 190554.00| 40.45000 211755.75| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0280 424B693 697.000 TON | 48.25000 33630.25| 45.61000 31790.17| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 424C360 5681.000 TON | 36.75000 208776.75| 41.61000 236386.41| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040924007 COUNTIES : MADISON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( ) |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 430B035 300.000 TON | 15.00000 4500.00| 20.20000 6060.00| Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0310 502A000 23110.000 LB | 0.65000 15021.50| 1.37000 31660.70| Steel Reinforcement | | | 0320 524A012 120.000 CUYD| 498.00000 59760.00| 840.00000 100800.00| Culvert Concrete (Precast) | | | 0330 524B012 34.000 CUYD| 635.00000 21590.00| 934.50000 31773.00| Culvert Concrete Extension (Precast) | | | 0340 530A001 3926.000 LF | 33.40000 131128.40| 36.86000 144712.36| 18" Roadway Pipe (Class 3 R.C.) | | | 0350 530A002 1883.000 LF | 37.65000 70894.95| 45.70000 86053.10| 24" Roadway Pipe (Class 3 R.C.) | | | 0360 530A003 1015.000 LF | 47.10000 47806.50| 56.12000 56961.80| 30" Roadway Pipe (Class 3 R.C.) | | | 0370 530A004 1950.000 LF | 53.00000 103350.00| 62.06000 121017.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0380 530A005 298.000 LF | 69.10000 20591.80| 79.86000 23798.28| 42" Roadway Pipe (Class 3 R.C.) | | | 0390 530A007 110.000 LF | 126.10000 13871.00| 159.29000 17521.90| 54" Roadway Pipe (Class 3 R.C.) | | | 0400 530A008 35.000 LF | 185.00000 6475.00| 162.96000 5703.60| 60" Roadway Pipe (Class 3 R.C.) | | | 0410 530B005 123.000 LF | 95.00000 11685.00| 119.22000 14664.06| 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0420 535A001 313.000 LF | 38.00000 11894.00| 30.00000 9390.00| 18" Side Drain Pipe | | | 0430 600A000 LUMP| 425628.00000 425628.00| 618943.81000 618943.81| Mobilization | | | 0440 601A000 1.000 EACH| 14490.00000 14490.00| 18803.34000 18803.34| Furnishing Base, Soil And Structure | | | Laboratories | | | 0450 602A000 12.000 EACH| 185.00000 2220.00| 163.94000 1967.28| Right Of Way Markers | | | 0460 603A002 1.000 EACH| 31290.00000 31290.00| 23627.93000 23627.93| Furnishing Type 3 Field Office | | | 0470 610C001 47.000 TON | 28.00000 1316.00| 31.85000 1496.95| Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040924007 COUNTIES : MADISON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( ) |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 610D003 45.000 SQYD| 4.00000 180.00| 1.76000 79.20| Filter Blanket, Geotextile | | | 0490 614A000 1345.000 CUYD| 315.00000 423675.00| 193.42000 260149.90| Slope Paving | | | 0500 618A000 2420.000 SQYD| 30.00000 72600.00| 32.06000 77585.20| Concrete Sidewalk, 4" Thick | | | 0510 618B003 1432.000 SQYD| 37.00000 52984.00| 39.78000 56964.96| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0520 619A002 1.000 EACH| 535.00000 535.00| 884.22000 884.22| 18" Roadway Pipe End Treatment, Class 1 | | | 0530 619A055 1.000 EACH| 2378.00000 2378.00| 2210.52000 2210.52| 36" Roadway Pipe End Treatment, Class 2 | | | 0540 619A056 1.000 EACH| 3234.00000 3234.00| 2730.00000 2730.00| 42" Roadway Pipe End Treatment, Class 2 | | | 0550 619A059 1.000 EACH| 4042.00000 4042.00| 3647.36000 3647.36| 60" Roadway Pipe End Treatment, Class 2 | | | 0560 619A101 14.000 EACH| 668.00000 9352.00| 884.22000 12379.08| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619B145 1.000 EACH| 4252.00000 4252.00| 2887.50000 2887.50| 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0580 620A000 35.000 CUYD| 415.00000 14525.00| 462.63000 16192.05| Minor Structure Concrete | | | 0590 621A005 7.000 EACH| 1800.00000 12600.00| 1823.68000 12765.76| Junction Boxes, Type 1 | | | 0600 621B005 1.000 EACH| 378.00000 378.00| 790.26000 790.26| Junction Box Units, Type 1 | | | 0610 621C008 4.000 EACH| 3650.00000 14600.00| 4310.52000 17242.08| Inlets, Type E | | | 0620 621C015 34.000 EACH| 2296.00000 78064.00| 2210.52000 75157.68| Inlets, Type S1 Or S3 (1 Wing) | | | 0630 621C016 15.000 EACH| 3374.00000 50610.00| 2376.32000 35644.80| Inlets, Type S2 Or S4 (1 Wing) | | | 0640 621C017 1.000 EACH| 3855.00000 3855.00| 2542.10000 2542.10| Inlets, Type S1 Or S3 (2 Wing) | | | 0650 621C109 20.000 EACH| 3630.00000 72600.00| 3619.74000 72394.80| Inlets, Type PD | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040924007 COUNTIES : MADISON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( ) |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 621D015 23.000 EACH| 426.00000 9798.00| 525.00000 12075.00| Inlet Units, Type S1 Or S3 | | | 0670 621D016 8.000 EACH| 648.00000 5184.00| 806.84000 6454.72| Inlet Units, Type S2 Or S4 | | | 0680 623A000 614.000 LF | 23.00000 14122.00| 28.03000 17210.42| Concrete Gutter | | | 0690 623C000 12209.000 LF | 12.95000 158106.55| 16.50000 201448.50| Combination Curb & Gutter, Type C | | | 0700 630A001 313.000 LF | 24.15000 7558.95| 19.95000 6244.35| Steel Beam Guardrail, Class A, Type 2 | | | 0710 630C001 2.000 EACH| 1029.25000 2058.50| 682.50000 1365.00| Guardrail End Anchor, Type 8 | | | 0720 630C050 2.000 EACH| 2760.00000 5520.00| 1785.00000 3570.00| Guardrail End Anchor, Type 20 Series | | | 0730 630C055 2.000 EACH| 1265.00000 2530.00| 1575.00000 3150.00| Guardrail End Anchor, Type 2A (Retrofit | | | 0740 650A000 2826.000 CUYD| 13.00000 36738.00| 11.20000 31651.20| Topsoil | | | 0750 652A050 4.000 ACRE| 575.00000 2300.00| 543.10000 2172.40| Seeding (Mix 1A) | | | 0760 652B050 2.000 ACRE| 575.00000 1150.00| 579.31000 1158.62| Temporary Seeding (Mix 1AT) | | | 0770 652D050 2.000 ACRE| 690.00000 1380.00| 543.10000 1086.20| Seeding In Stubble (Mix 1A) | | | 0780 654A001 10190.000 SQYD| 6.35000 64706.50| 6.64000 67661.60| Solid Sodding (Bermuda) | | | 0790 656A000 6.000 ACRE| 575.00000 3450.00| 579.31000 3475.86| Mulching, Class A, Type 1 | | | 0800 659A001 500.000 SQYD| 2.30000 1150.00| 1.35000 675.00| Erosion Control Netting, Class B | | | 0810 659A002 8356.000 SQYD| 5.75000 48047.00| 5.73000 47879.88| Erosion Control Netting, Class C1 | | | 0820 665F000 533.000 EACH| 5.00000 2665.00| 10.45000 5569.85| Hay Bales | | | 0830 665G000 348.000 EACH| 8.00000 2784.00| 6.08000 2115.84| Sand Bags | | | 0840 665I000 75.000 TON | 28.00000 2100.00| 28.34000 2125.50| Temporary Riprap, Class 2 | | | 0850 665J000 5390.000 LF | 3.50000 18865.00| 3.59000 19350.10| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040924007 COUNTIES : MADISON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( ) |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 665O001 5390.000 LF | 1.50000 8085.00| 1.80000 9702.00| Silt Fence Removal | | | 0870 665P001 20.000 EACH| 420.00000 8400.00| 522.55000 10451.00| Inlet Protection Device | | | 0880 674A000 480.000 LF | 12.00000 5760.00| 1.45000 696.00| Construction Safety Fence | | | 0890 680A000 LUMP| 126000.00000 126000.00| 148800.66000 148800.66| Engineering Controls | | | 0900 701A028 1.000 MILE| 2070.00000 2070.00| 1890.00000 1890.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0910 701A032 1.000 MILE| 2070.00000 2070.00| 1890.00000 1890.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0920 701A041 5.000 MILE| 1127.00000 5635.00| 1029.00000 5145.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0930 701A046 1.000 MILE| 1127.00000 1127.00| 1029.00000 1029.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0940 701B009 6139.000 LF | 1.15000 7059.85| 1.05000 6445.95| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0950 701C000 9.000 MILE| 690.00000 6210.00| 630.00000 5670.00| Broken Temporary Traffic Stripe | | | 0960 701C001 17.000 MILE| 690.00000 11730.00| 630.00000 10710.00| Solid Temporary Traffic Stripe | | | 0970 701D007 14.000 MILE| 3220.00000 45080.00| 2940.00000 41160.00| Solid Traffic Stripe Removed (Paint) | | | 0980 701D014 5.000 MILE| 2645.00000 13225.00| 2415.00000 12075.00| Broken Traffic Stripe Removed (Paint) | | | 0990 703A002 7442.000 SQFT| 3.00000 22326.00| 2.89000 21507.38| Traffic Control Markings, Class 2, Type | | | A | | | 1000 703B002 1121.000 SQFT| 4.00000 4484.00| 3.68000 4125.28| Traffic Control Legends, Class 2, Type | | | 1010 703D001 2129.000 SQFT| 2.20000 4683.80| 2.00000 4258.00| Temporary Traffic Control Markings | | | 1020 705A011 2107.000 EACH| 6.60000 13906.20| 6.04000 12726.28| Pavement Markers, Class C, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040924007 COUNTIES : MADISON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( ) |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 705A012 607.000 EACH| 6.60000 4006.20| 6.04000 3666.28| Pavement Markers, Class C, Type 1-B | | | 1040 705A023 1213.000 EACH| 6.60000 8005.80| 6.04000 7326.52| Pavement Markers, Class C, Type 2-D | | | 1050 705A030 435.000 EACH| 6.60000 2871.00| 6.04000 2627.40| Pavement Markers, Class A-H, Type 2-C | | | 1060 705A031 272.000 EACH| 6.60000 1795.20| 6.04000 1642.88| Pavement Markers, Class A-H, Type 1-A | | | 1070 705A037 71.000 EACH| 6.60000 468.60| 6.04000 428.84| Pavement Markers, Class A-H, Type 2-D | | | 1080 705A038 6.000 EACH| 6.60000 39.60| 6.04000 36.24| Pavement Markers, Class A-H, Type 2-E | | | 1090 707B003 2.000 EACH| 185.00000 370.00| 181.03000 362.06| Type A Hazard Marker Installation | | | 1100 710A115 7.000 SQFT| 34.00000 238.00| 19.31000 135.17| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1110 710A126 70.000 SQFT| 28.00000 1960.00| 24.14000 1689.80| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1120 710B001 182.000 LF | 16.00000 2912.00| 6.04000 1099.28| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1130 730A000 LUMP| 2013.00000 2013.00| 1312.50000 1312.50| Removal Of Existing Traffic Control | | | Unit (University Drive at Indian Creek | | | Road) | | | 1140 730C000 LUMP| 4200.00000 4200.00| 3412.50000 3412.50| Furnishing And Installing Traffic | | | Control Unit (University Drive at | | | Indian Creek Road) | | | 1150 730C001 LUMP| 2875.00000 2875.00| 1890.00000 1890.00| Furnishing And Installing Traffic | | | Control Unit (University Drive at | | | Target Entrance) | | | 1160 730E000 2.000 EACH| 3220.00000 6440.00| 1312.50000 2625.00| Metal Traffic Signal Pole Foundation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040924007 COUNTIES : MADISON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( ) |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1162 730F000 1.000 EACH| 10350.00000 10350.00| 9450.00000 9450.00| Metal Traffic Signal Pole With 64' Mast | | | Arm Assembly | | | 1164 730F001 1.000 EACH| 16675.00000 16675.00| 15382.50000 15382.50| Metal Traffic Signal Pole With 77' and | | | 42' Mast Arm Assemblies | | | 1180 730H001 1122.000 LF | 4.05000 4544.10| 2.52000 2827.44| Loop Wire | | | 1190 730I001 455.000 LF | 1.75000 796.25| 2.10000 955.50| Loop Detector Lead-In-Cable | | | 1200 730J010 2.000 EACH| 201.00000 402.00| 178.50000 357.00| Vehicle Loop Detector | | | 1210 730K000 12.000 EACH| 345.00000 4140.00| 420.00000 5040.00| Traffic Signal Junction Box | | | 1220 730L005 1192.000 LF | 5.75000 6854.00| 4.99000 5948.08| 2", Non-Metallic, Conduit | | | 1240 730P011 11.000 EACH| 570.00000 6270.00| 498.75000 5486.25| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 1250 730Q010 10.000 EACH| 569.00000 5690.00| 472.50000 4725.00| Pedestrian Signal Head, Type | | | Incandescent | | | 1260 730R022 1.000 EACH| 10925.00000 10925.00| 10080.00000 10080.00| Controller Assembly, Type III, 8 Phase | | | 1270 730T000 3.000 EACH| 690.00000 2070.00| 840.00000 2520.00| Wood Pole | | | 1280 730U005 LUMP| 21275.00000 21275.00| 18375.00000 18375.00| Furnishing And Installing Video | | | Detection System (University Drive at | | | Indian Creek Road) | | | 1290 730U007 LUMP| 10580.00000 10580.00| 8400.00000 8400.00| Furnishing And Installing Video | | | Detection System (University Drive at | | | Target Entrance) | | | 1300 740B000 1409.000 SQFT| 23.00000 32407.00| 36.54000 51484.86| Construction Signs | | | 1310 740D000 445.000 EACH| 75.00000 33375.00| 191.54000 85235.30| Channelizing Drums | | | 1320 740E000 20.000 EACH| 14.00000 280.00| 19.83000 396.60| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040924007 COUNTIES : MADISON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( ) |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 740F002 42.000 EACH| 405.00000 17010.00| 376.94000 15831.48| Barricades, Type III | | | 1340 740I005 3.000 EACH| 575.00000 1725.00| 490.39000 1471.17| Warning Lights, Type B (Detachable Head | | | 1350 740M001 20.000 EACH| 11.00000 220.00| 6.61000 132.20| Ballast For Cone | | | 1360 741C010 3.000 EACH| 5320.00000 15960.00| 6281.22000 18843.66| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1370 742A001 4.000 EACH| 16800.00000 67200.00| 25695.88000 102783.52| Portable Changeable Message Sign, Type | | | 1372 756A006 90.000 LF | 19.55000 1759.50| 17.85000 1606.50| 4" Electrical Conduit, 1 Line, Type 1 | | | Installation | | | 1374 756A022 220.000 LF | 28.00000 6160.00| 26.25000 5775.00| 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1380 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,082,741.50| $ 6,288,133.83| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,082,741.50| $ 6,288,133.83| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20040924008 COUNTIES : JEFFERSON LETTING DATE : 09/24/04 10:00 AM DIVISION : 03 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : BRF-0079(501) for constructing the Bridge Replacement and Approaches on S.R.#79 at Unnamed Creek from MP 11.6 to MP 11.85 southwest of Pinson. Length - 0.733 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 2,178,623.40 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,267,504.46 104.0797% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040924008 COUNTIES : JEFFERSON LETTING DATE : 09/24/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( ) |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 5000.00000 5000.00| 8000.00000 8000.00| Clearing & Grubbing (Approximately 0.75 | | | Hectares) | | | 0020 206A000M LUMP| 57000.00000 57000.00| 100000.00000 100000.00| Removal Of Old Bridge, Station 11+02.80 | | | 0030 206C002M 1000.000 M2 | 5.00000 5000.00| 7.00000 7000.00| Removing Concrete Slope Paving | | | 0040 206D001M 101.000 M | 8.00000 808.00| 8.00000 808.00| Removing Guardrail | | | 0050 206E000M 3.000 EACH| 600.00000 1800.00| 400.00000 1200.00| Removing Headwalls | | | 0060 206E001M 2.000 EACH| 400.00000 800.00| 400.00000 800.00| Removing Inlets | | | 0070 206E002M 2.000 EACH| 400.00000 800.00| 400.00000 800.00| Removing Junction Boxes | | | 0080 206E008M 4.000 EACH| 125.00000 500.00| 125.00000 500.00| Removing Guardrail End Anchor (All Type | | | 0090 210A000M 3220.000 M3 | 3.15000 10143.00| 7.50000 24150.00| Unclassified Excavation | | | 0100 210D000M 211.000 M3 | 9.00000 1899.00| 48.00000 10128.00| Borrow Excavation | | | 0110 214B001M 58.000 M3 | 18.00000 1044.00| 40.00000 2320.00| Foundation Backfill, Commercial | | | 0120 230A000M 4.000 RBST| 2250.00000 9000.00| 3387.00000 13548.00| Roadbed Processing | | | 0130 405A000M 1805.000 L | 0.35000 631.75| 0.42000 758.10| Tack Coat | | | 0140 408A052M 4604.000 M2 | 2.00000 9208.00| 2.25000 10359.00| Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0150 424A360M 636.000 MTON| 57.50000 36570.00| 59.72000 37981.92| Superpave Bituminous Concrete Wearing | | | Surface Layer,12.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0160 424B651M 289.000 MTON| 77.50000 22397.50| 72.69000 21007.41| Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040924008 COUNTIES : JEFFERSON LETTING DATE : 09/24/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( ) |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B681M 333.000 MTON| 72.50000 24142.50| 75.17000 25031.61| Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424C360M 509.000 MTON| 59.50000 30285.50| 62.35000 31736.15| Superpave Bituminous Concrete Base | | | Layer, 25mm Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0190 450B000M 179.000 M2 | 70.00000 12530.00| 55.00000 9845.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 502A002M 43242.000 KG | 1.70000 73511.40| 1.45000 62700.90| Steel Reinforcement (Grade 420) | | | 0210 502B000M LUMP| 115000.00000 115000.00| 80000.00000 80000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 01+33.00, | | | Approx. | | | 0220 505G004M 24.000 EACH| 130.00000 3120.00| 110.00000 2640.00| Pile Points (Type A, 360 mm) | | | 0230 505M005M 235.000 M | 121.00000 28435.00| 115.00000 27025.00| Steel Piling Furnished And Driven(HP | | | 360x108) | | | 0240 506A000M 32.000 M | 870.00000 27840.00| 875.00000 28000.00| Drilled Shaft Excavation, 1370 mm | | | Diameter | | | 0250 506B004M 33.000 M | 2783.00000 91839.00| 2800.00000 92400.00| Special Drilled Shaft Excavation, 1370 | | | mm Diameter | | | 0260 506C023M 65.000 M | 230.00000 14950.00| 235.00000 15275.00| Drilled Shaft Construction, 1370 mm | | | Diameter, Class DS2 Concrete | | | 0270 508A000M 5965.000 KG | 4.00000 23860.00| 6.00000 35790.00| Structural Steel | | | 0280 510A000M 355.000 M3 | 370.00000 131350.00| 350.00000 124250.00| Bridge Substructure Concrete, Class A | | | 0290 510C051M LUMP| 199000.00000 199000.00| 225000.00000 225000.00| Bridge Concrete Superstructure, Station | | | 01+33.00, Approx. | | | 0300 510E000M 1138.000 M2 | 2.50000 2845.00| 2.50000 2845.00| Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040924008 COUNTIES : JEFFERSON LETTING DATE : 09/24/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( ) |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 511A052M 20.000 EACH| 90.00000 1800.00| 800.00000 16000.00| Elastomeric Bearing Type 2(Mark B3) | | | 0320 511A053M 20.000 EACH| 130.00000 2600.00| 800.00000 16000.00| Elastomeric Bearing Type 2(Mark B4) | | | 0330 513B005M 194.000 M | 350.00000 67900.00| 350.00000 67900.00| Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0340 513B019M 317.000 M | 465.00000 147405.00| 500.00000 158500.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-1600 (Specialty Item) | | | 0350 530A002M 2.000 M | 300.00000 600.00| 265.00000 530.00| 600 mm Roadway Pipe (Class 3 R.C.) | | | 0360 600A000M LUMP| 235000.00000 235000.00| 191630.00000 191630.00| Mobilization | | | 0370 602A000M 5.000 EACH| 125.00000 625.00| 100.00000 500.00| Right Of Way Markers | | | 0380 603A002M 1.000 EACH| 20000.00000 20000.00| 25000.00000 25000.00| Furnishing Type 3 Field Office | | | 0390 606A000M 100.000 M | 83.00000 8300.00| 30.00000 3000.00| 150 mm Underdrain Pipe | | | 0400 610C001M 8631.000 MTON| 19.00000 163989.00| 22.00000 189882.00| Loose Riprap, Class 2 | | | 0410 610D000M 4840.000 M2 | 3.00000 14520.00| 2.40000 11616.00| Filter Blanket | | | 0420 614A000M 38.000 M3 | 595.00000 22610.00| 200.00000 7600.00| Slope Paving | | | 0430 619A001M 4.000 EACH| 500.00000 2000.00| 1000.00000 4000.00| 375 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0440 619A002M 1.000 EACH| 500.00000 500.00| 1400.00000 1400.00| 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0450 620A000M 2.000 M3 | 800.00000 1600.00| 1100.00000 2200.00| Minor Structure Concrete | | | 0460 621A000M 2.000 EACH| 1200.00000 2400.00| 2500.00000 5000.00| Junction Boxes, Type 1, 1P Or 5 | | | 0470 621B000M 1.000 EACH| 1200.00000 1200.00| 600.00000 600.00| Junction Box Units, Type 1, 1P Or 5 | | | 0480 621C020M 2.000 EACH| 2500.00000 5000.00| 2100.00000 4200.00| Inlets, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040924008 COUNTIES : JEFFERSON LETTING DATE : 09/24/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( ) |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 621D019M 1.000 EACH| 3000.00000 3000.00| 600.00000 600.00| Inlet Units, Type Y | | | 0500 630A001M 97.000 M | 49.25000 4777.25| 49.25000 4777.25| Steel Beam Guardrail, Class A, Type 2 | | | 0510 630C003M 3.000 EACH| 1650.00000 4950.00| 1650.00000 4950.00| Guardrail End Anchor, Type 13 | | | 0520 630C050M 1.000 EACH| 2800.00000 2800.00| 2800.00000 2800.00| Guardrail End Anchor, Type 20 Series | | | 0530 630C070M 2.000 EACH| 1950.00000 3900.00| 1950.00000 3900.00| Guardrail End Anchor, Type 10 Series | | | 0540 646A835M 292.000 M | 322.00000 94024.00| 185.00000 54020.00| 254 mm Steel Gas Main Laid | | | 0550 646E680M 2.000 EACH| 7950.00000 15900.00| 17500.00000 35000.00| 254 mm x 254 mm Steel Hot Tap | | | 0560 646F526M 200.000 M | 870.00000 174000.00| 950.00000 190000.00| 254 mm Steel Gas Main Pipe Laid | | | Installed By Directional Drilling | | | 0570 650A000M 314.000 M3 | 11.00000 3454.00| 15.00000 4710.00| Topsoil | | | 0580 650B000M 574.000 M3 | 8.00000 4592.00| 15.00000 8610.00| Topsoil From Stockpiles | | | 0590 652A050M 1.000 HA | 1180.00000 1180.00| 1977.00000 1977.00| Seeding (Mix 1A) | | | 0600 652A053M 1.000 HA | 1180.00000 1180.00| 1977.00000 1977.00| Seeding (Mix 1E) | | | 0610 652B055M 1.000 HA | 1050.00000 1050.00| 1853.00000 1853.00| Temporary Seeding (Mix 3AT) | | | 0620 652C000M 1.000 HA | 250.00000 250.00| 247.00000 247.00| Mowing | | | 0630 652D057M 1.000 HA | 1180.00000 1180.00| 1977.00000 1977.00| Seeding In Stubble (Mix 3A) | | | 0640 654A000M 88.000 M2 | 8.00000 704.00| 7.20000 633.60| Solid Sodding | | | 0650 656A000M 1.000 HA | 1180.00000 1180.00| 1977.00000 1977.00| Mulching, Class A, Type 1 | | | 0660 656A001M 1.000 HA | 1180.00000 1180.00| 1977.00000 1977.00| Mulching, Class A, Type 2 | | | 0670 665C000M 35.000 M | 83.00000 2905.00| 156.68000 5483.80| 375 mm Temporary Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040924008 COUNTIES : JEFFERSON LETTING DATE : 09/24/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( ) |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 665C001M 49.000 M | 77.00000 3773.00| 127.28000 6236.72| 450 mm Temporary Pipe | | | 0690 665F000M 12.000 EACH| 6.00000 72.00| 5.00000 60.00| Hay Bales | | | 0700 665I000M 1317.000 MTON| 25.00000 32925.00| 22.00000 28974.00| Temporary Riprap, Class 2 | | | 0710 665J000M 787.000 M | 9.00000 7083.00| 11.50000 9050.50| Silt Fence, Type A | | | 0720 665L000M 100.000 M | 33.00000 3300.00| 32.50000 3250.00| Floating Basin Boom | | | 0730 665O001M 787.000 M | 3.50000 2754.50| 3.50000 2754.50| Silt Fence Removal | | | 0740 680A000M LUMP| 35000.00000 35000.00| 22000.00000 22000.00| Engineering Controls | | | 0750 701A028M 1.000 KM | 1243.00000 1243.00| 800.00000 800.00| Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0760 701A032M 1.000 KM | 1243.00000 1243.00| 1000.00000 1000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0770 701A041M 1.000 KM | 621.00000 621.00| 600.00000 600.00| Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0780 701B006M 144.000 M | 3.25000 468.00| 2.00000 288.00| Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0790 701C000M 1.000 KM | 470.00000 470.00| 200.00000 200.00| Broken Temporary Traffic Stripe | | | 0800 701C001M 4.000 KM | 470.00000 1880.00| 350.00000 1400.00| Solid Temporary Traffic Stripe | | | 0810 701C006M 1.000 KM | 4475.00000 4475.00| 4500.00000 4500.00| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0820 701D007M 2.000 KM | 1088.00000 2176.00| 1000.00000 2000.00| Solid Traffic Stripe Removed (Paint) | | | 0830 701D008M 1.000 KM | 1088.00000 1088.00| 1600.00000 1600.00| Solid Traffic Stripe Removed (Plastic) | | | 0840 701D009M 1.000 KM | 932.00000 932.00| 1400.00000 1400.00| Solid Traffic Stripe Removed (Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040924008 COUNTIES : JEFFERSON LETTING DATE : 09/24/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( ) |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 701D016M 1.000 KM | 932.00000 932.00| 800.00000 800.00| Broken Traffic Stripe Removed (Tape) | | | 0860 701G121M 212.000 M | 8.00000 1696.00| 12.50000 2650.00| Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0870 701G125M 212.000 M | 16.00000 3392.00| 18.50000 3922.00| Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0880 701G133M 212.000 M | 16.00000 3392.00| 18.50000 3922.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0890 705A011M 144.000 EACH| 6.00000 864.00| 5.00000 720.00| Pavement Markers, Class C, Type 1-A | | | 0900 705A012M 144.000 EACH| 6.00000 864.00| 5.00000 720.00| Pavement Markers, Class C, Type 1-B | | | 0910 705A031M 48.000 EACH| 10.00000 480.00| 5.00000 240.00| Pavement Markers, Class A-H, Type 1-A | | | 0920 726A000M 704.000 M | 45.00000 31680.00| 62.50000 44000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 0930 740B000M 71.000 M2 | 83.00000 5893.00| 110.00000 7810.00| Construction Signs | | | 0940 740D000M 469.000 EACH| 58.00000 27202.00| 80.00000 37520.00| Channelizing Drums | | | 0950 740E000M 30.000 EACH| 10.00000 300.00| 15.00000 450.00| Cones (900 mm High) | | | 0960 740F002M 8.000 EACH| 201.00000 1608.00| 270.00000 2160.00| Barricades, Type III | | | 0970 740I005M 4.000 EACH| 398.00000 1592.00| 535.00000 2140.00| Warning Lights, Type B (Detachable Head | | | 0980 740M001M 30.000 EACH| 7.00000 210.00| 7.00000 210.00| Ballast For Cone | | | 0990 741C010M 2.000 EACH| 3815.00000 7630.00| 4000.00000 8000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1000 742A001M 2.000 EACH| 14310.00000 28620.00| 15000.00000 30000.00| Portable Changeable Message Sign, Type | | | 1010 999 000M 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,178,623.40| $ 2,267,504.46| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,178,623.40| $ 2,267,504.46| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20040924016 COUNTIES : PIKE LETTING DATE : 09/24/04 10:00 AM DIVISION : 07 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-5511(200) for constructing the Resurfacing and Traffic Stripe on STPOA-CN04(221) various county roads as indicated in the plans. Length STPOA-5500(207) 14.538 mi. OTHERS -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,512,363.69 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,557,077.80 102.9566% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040924016 COUNTIES : PIKE LETTING DATE : 09/24/04 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 206D001 941.000 LF | 5.10000 4799.10| 5.00000 4705.00| Removing Guardrail | | | 0020 210D020 12040.000 CUYD| 4.00000 48160.00| 7.75000 93310.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0030 212A000 1494.000 STA | 22.00000 32868.00| 21.00000 31374.00| Machine Grading Shoulders | | | 0040 401B100 93866.000 SQYD| 0.69000 64767.54| 0.61000 57258.26| Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 13187.000 GAL | 0.50000 6593.50| 1.00000 13187.00| Tack Coat | | | 0060 429A200 9308.000 TON | 43.25000 402571.00| 44.32000 412530.56| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A206 3761.000 TON | 41.64000 156608.04| 45.75000 172065.75| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429A220 4273.000 TON | 43.10000 184166.30| 43.17000 184465.41| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0090 429A226 1665.000 TON | 41.35000 68847.75| 45.78000 76223.70| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0100 429B206 490.000 TON | 75.00000 36750.00| 66.28000 32477.20| Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0110 429B213 3011.000 TON | 41.15000 123902.65| 42.80000 128870.80| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0120 429B226 720.000 TON | 50.00000 36000.00| 64.15000 46188.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040924016 COUNTIES : PIKE LETTING DATE : 09/24/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 429B233 1325.000 TON | 41.05000 54391.25| 41.44000 54908.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0140 600A000 LUMP| 85000.00000 85000.00| 47920.00000 47920.00| Mobilization | | | 0150 630A004 846.000 LF | 24.48000 20710.08| 24.00000 20304.00| Steel Beam Guardrail, Class B, Type 2 | | | 0160 630C022 8.000 EACH| 1529.97000 12239.76| 1500.00000 12000.00| Guardrail End Anchor, Type Special | | | 0170 630C050 8.000 EACH| 1631.97000 13055.76| 1600.00000 12800.00| Guardrail End Anchor, Type 20 Series | | | 0180 652A061 29.000 ACRE| 346.79000 10056.91| 340.00000 9860.00| Seeding (Mix 3E) | | | 0190 656A000 29.000 ACRE| 305.99000 8873.71| 300.00000 8700.00| Mulching, Class A, Type 1 | | | 0200 665F000 524.000 EACH| 6.12000 3206.88| 6.00000 3144.00| Hay Bales | | | 0210 665J000 5545.000 LF | 1.84000 10202.80| 1.80000 9981.00| Silt Fence, Type A | | | 0220 665O001 5545.000 LF | 0.18000 998.10| 0.18000 998.10| Silt Fence Removal | | | 0230 701A031 31.000 MILE| 1082.37000 33553.47| 1050.00000 32550.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0240 701A035 22.000 MILE| 1262.77000 27780.94| 1225.00000 26950.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0250 701A045 11.000 MILE| 700.97000 7710.67| 680.00000 7480.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0260 701C000 27.000 MILE| 432.95000 11689.65| 420.00000 11340.00| Broken Temporary Traffic Stripe | | | 0270 701C001 63.000 MILE| 536.03000 33769.89| 520.00000 32760.00| Solid Temporary Traffic Stripe | | | 0280 703A002 554.000 SQFT| 2.58000 1429.32| 2.50000 1385.00| Traffic Control Markings, Class 2, Type | | | A | | | 0290 703B002 137.000 SQFT| 3.61000 494.57| 3.50000 479.50| Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040924016 COUNTIES : PIKE LETTING DATE : 09/24/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703D001 554.000 SQFT| 1.55000 858.70| 1.50000 831.00| Temporary Traffic Control Markings | | | 0310 703E001 137.000 SQFT| 1.55000 212.35| 1.50000 205.50| Temporary Traffic Control Legends | | | 0320 740B000 996.000 SQFT| 7.50000 7470.00| 7.62000 7589.52| Construction Signs | | | 0330 740E000 25.000 EACH| 25.00000 625.00| 9.46000 236.50| Cones (36 Inches High) | | | 0340 740O000 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Pilot Car | | | SECTION TOTALS | $ 1,512,363.69| $ 1,557,077.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,512,363.69| $ 1,557,077.80| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20040924017 COUNTIES : LAMAR LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN04(222) for constructing the Resurfacing and Traffic Stripe on various locations as indicated on the plans. Length - 14.245 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 951,977.10 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040924017 COUNTIES : LAMAR LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION 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 210D001 8500.000 CUYD| 10.23000 86955.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 212A000 1480.000 STA | 2.00000 2960.00| | Machine Grading Shoulders | | | 0030 405A000 5120.000 GAL | 1.25000 6400.00| | Tack Coat | | | 0040 408A053 2083.000 SQYD| 2.00000 4166.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 429A221 13580.000 TON | 45.62000 619519.60| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429A227 500.000 TON | 45.62000 22810.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 600A000 LUMP| 37150.00000 37150.00| | Mobilization | | | 0080 630A001 813.000 LF | 19.50000 15853.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0090 630C050 35.000 EACH| 1900.00000 66500.00| | Guardrail End Anchor, Type 20 Series | | | 0100 630C070 1.000 EACH| 1900.00000 1900.00| | Guardrail End Anchor, Type 10 Series | | | 0110 658A001 10.000 ACRE| 1600.00000 16000.00| | Hydro-Seeding & Mulching (Mix 1E) | | | 0120 701A030 29.000 MILE| 825.00000 23925.00| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A034 22.000 MILE| 825.00000 18150.00| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0140 701A044 7.000 MILE| 350.00000 2450.00| | Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040924017 COUNTIES : LAMAR LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C000 7.000 MILE| 550.00000 3850.00| | Broken Temporary Traffic Stripe | | | 0160 701C001 22.000 MILE| 650.00000 14300.00| | Solid Temporary Traffic Stripe | | | 0170 703A004 48.000 SQFT| 10.00000 480.00| | Traffic Control Markings, Class 2T, | | | Type A | | | 0180 740B000 648.000 SQFT| 8.50000 5508.00| | Construction Signs | | | 0190 740E000 50.000 EACH| 1.00000 50.00| | Cones (36 Inches High) | | | 0200 740M001 50.000 EACH| 1.00000 50.00| | Ballast For Cone | | | 0210 740O000 1.000 EACH| 3000.00000 3000.00| | Pilot Car | | | SECTION TOTALS | $ 951,977.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 951,977.10| $ 1,557,077.80| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20040924018 COUNTIES : JACKSON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NH-0002(510) for constructing the Interchange Lighting on S.R.#2 (U.S.#72) at S.R.#277 north of Bridgeport. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20003 TEMPLE ELECTRIC COMPANY, INC. $ 773,624.00 100.0000% 2 19055 SHOALS ELECTRIC COMPANY, INC. $ 852,858.40 110.2420% 3 03078 CRIMSON ELECTRIC COMPANY, INC. $ 861,928.50 111.4144% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040924018 COUNTIES : JACKSON LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 20003 |( 2 ) 19055 |( 3 ) 03078 |TEMPLE ELECTRIC COMPANY, IN |SHOALS ELECTRIC COMPANY, IN |CRIMSON ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 25000.00000 25000.00| 45000.00000 45000.00| 85600.00000 85600.00 Mobilization | | | 0020 740B000 970.000 SQFT| 9.00000 8730.00| 9.00000 8730.00| 10.00000 9700.00 Construction Signs | | | 0030 740C000 96.000 SQFT| 14.00000 1344.00| 9.15000 878.40| 18.50000 1776.00 Special Construction Signs | | | 0040 740D000 100.000 EACH| 50.00000 5000.00| 50.00000 5000.00| 58.00000 5800.00 Channelizing Drums | | | 0050 740E000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 9.50000 475.00 Cones (36 Inches High) | | | 0060 740M001 50.000 EACH| 1.00000 50.00| 5.00000 250.00| 6.25000 312.50 Ballast For Cone | | | 0070 741C010 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| 4400.00000 4400.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0080 750Z200 AA1 LUMP| | 790000.00000 790000.00| Roadway Lighting System (Alternate 1) | | | 0090 750Z201 AA2 LUMP| | | 753865.00000 753865.00 Roadawy Lighting System (Alternate 2) | | | 0100 750Z202 AA3 LUMP| 731000.00000 731000.00| | Roadway Lighting System (Alternate 3) | | | SECTION TOTALS | $ 773,624.00| $ 852,858.40| $ 861,928.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 773,624.00| $ 852,858.40| $ 861,928.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20040924019 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BRF-0002(512) for constructing the Bridge Replacement and Approaches on S.R.#2 (U.S.#72) at Swan Creek in Athens. Length - 0.354 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 1,449,825.50 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040924019 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( ) |( ) |BURGREEN CONTRACTING CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 10000.00000 10000.00| | Clearing & Grubbing (Approximately 4 | | | ACRES) | | | 0020 206A000 LUMP| 183500.00000 183500.00| | Removal Of Old Bridge, Station 9+96 | | | 0030 210A000 2202.000 CUYD| 13.50000 29727.00| | Unclassified Excavation | | | 0040 210D000 722.000 CUYD| 16.00000 11552.00| | Borrow Excavation | | | 0050 214A000 1206.000 CUYD| 12.00000 14472.00| | Structure Excavation | | | 0060 214B001 414.000 CUYD| 25.00000 10350.00| | Foundation Backfill, Commercial | | | 0070 215A000 405.000 CUYD| 50.00000 20250.00| | Unclassified Bridge Excavation | | | 0080 215B000 LUMP| 1000.00000 1000.00| | Cofferdams Or Sheeting And Shoring, STA | | | 9+93.00 | | | 0090 301A006 257.000 SQYD| 4.00000 1028.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.5" Compacted Thickness | | | 0100 301A012 4750.000 SQYD| 5.00000 23750.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 3508.000 SQYD| 0.50000 1754.00| | Bituminous Treatment A | | | 0120 405A000 641.000 GAL | 2.00000 1282.00| | Tack Coat | | | 0130 408A052 10260.000 SQYD| 1.50000 15390.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0140 410B000 1.000 EACH| 1000.00000 1000.00| | State Furnished Profilograph | | | 0150 410H000 1.000 EACH| 8000.00000 8000.00| | Material Remixing Device | | | 0160 424A361 1184.000 TON | 56.00000 66304.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040924019 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( ) |( ) |BURGREEN CONTRACTING CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A367 265.000 TON | 52.50000 13912.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B651 558.000 TON | 45.00000 25110.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 424B681 530.000 TON | 45.00000 23850.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0200 424C360 698.000 TON | 45.00000 31410.00| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0210 450B000 108.000 SQYD| 80.00000 8640.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0220 502A000 51500.000 LB | 0.80000 41200.00| | Steel Reinforcement | | | 0230 502B000 LUMP| 60000.00000 60000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. 9+93.00, | | | Approximately 69900 lbs. | | | 0240 508A000 1390.000 LB | 5.00000 6950.00| | Structural Steel | | | 0250 510A000 203.000 CUYD| 400.00000 81200.00| | Bridge Substructure Concrete, Class A | | | 0260 510C051 LUMP| 130000.00000 130000.00| | Bridge Concrete Superstructure, STA. | | | 9+93.00, Approximately 270 cu. yds. | | | 0270 510E000 840.000 SQYD| 3.00000 2520.00| | Grooving Concrete Bridge Decks | | | 0280 511A001 72.000 EACH| 80.00000 5760.00| | Elastomeric Bearings, Type 2 | | | 0290 513B003 1229.000 LF | 72.00000 88488.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040924019 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( ) |( ) |BURGREEN CONTRACTING CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 530A002 800.000 LF | 30.00000 24000.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0310 530A102 132.000 LF | 33.00000 4356.00| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530B000 676.000 LF | 30.00000 20280.00| | 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0330 600A000 LUMP| 128000.00000 128000.00| | Mobilization | | | 0340 601A000 1.000 EACH| 8000.00000 8000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0350 603A002 1.000 EACH| 30000.00000 30000.00| | Furnishing Type 3 Field Office | | | 0360 610C001 991.000 TON | 22.00000 21802.00| | Loose Riprap, Class 2 | | | 0370 610D000 834.000 SQYD| 3.00000 2502.00| | Filter Blanket | | | 0380 614A000 229.000 CUYD| 275.00000 62975.00| | Slope Paving | | | 0390 619A003 4.000 EACH| 700.00000 2800.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0400 619B015 3.000 EACH| 700.00000 2100.00| | 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0410 620A000 1.000 CUYD| 500.00000 500.00| | Minor Structure Concrete | | | 0420 621A000 5.000 EACH| 1700.00000 8500.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0430 621C020 2.000 EACH| 2000.00000 4000.00| | Inlets, Type Y | | | 0440 621C027 1.000 EACH| 1900.00000 1900.00| | Inlets, Type C | | | 0450 621D002 1.000 EACH| 500.00000 500.00| | Inlet Units, Type C | | | 0460 621D019 6.000 EACH| 500.00000 3000.00| | Inlet Units, Type Y | | | 0470 630A001 863.000 LF | 22.00000 18986.00| | Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 019 -5 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040924019 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( ) |( ) |BURGREEN CONTRACTING CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 630C001 1.000 EACH| 800.00000 800.00| | Guardrail End Anchor, Type 8 | | | 0490 630C003 3.000 EACH| 1500.00000 4500.00| | Guardrail End Anchor, Type 13 | | | 0500 630C007 2.000 EACH| 2500.00000 5000.00| | Guardrail End Anchor, Type 2A | | | 0510 630C050 4.000 EACH| 2300.00000 9200.00| | Guardrail End Anchor, Type 20 Series | | | 0520 650B000 640.000 CUYD| 5.00000 3200.00| | Topsoil From Stockpiles | | | 0530 652A050 1.000 ACRE| 600.00000 600.00| | Seeding (Mix 1A) | | | 0540 652A053 1.000 ACRE| 600.00000 600.00| | Seeding (Mix 1E) | | | 0550 652C000 2.000 ACRE| 100.00000 200.00| | Mowing | | | 0560 652D050 2.000 ACRE| 400.00000 800.00| | Seeding In Stubble (Mix 1A) | | | 0570 654A000 620.000 SQYD| 4.00000 2480.00| | Solid Sodding | | | 0580 656A000 1.000 ACRE| 500.00000 500.00| | Mulching, Class A, Type 1 | | | 0590 656A001 1.000 ACRE| 750.00000 750.00| | Mulching, Class A, Type 2 | | | 0600 665A000 2.000 ACRE| 400.00000 800.00| | Temporary Seeding | | | 0610 665B000 2.000 ACRE| 400.00000 800.00| | Temporary Mulching | | | 0620 665F000 130.000 EACH| 6.00000 780.00| | Hay Bales | | | 0630 665G000 100.000 EACH| 5.00000 500.00| | Sand Bags | | | 0640 665I000 325.000 TON | 30.00000 9750.00| | Temporary Riprap, Class 2 | | | 0650 665J000 490.000 LF | 5.00000 2450.00| | Silt Fence, Type A | | | 0660 665O001 490.000 LF | 2.00000 980.00| | Silt Fence Removal | | | 0670 674A000 300.000 LF | 3.00000 900.00| | Construction Safety Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 019 -6 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040924019 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( ) |( ) |BURGREEN CONTRACTING CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 680A000 LUMP| 18000.00000 18000.00| | Engineering Controls | | | 0690 701A028 1.000 MILE| 1900.00000 1900.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0700 701A032 1.000 MILE| 1900.00000 1900.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0710 701A041 1.000 MILE| 1000.00000 1000.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0720 701B009 1179.000 LF | 1.00000 1179.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0730 701C000 1.000 MILE| 900.00000 900.00| | Broken Temporary Traffic Stripe | | | 0740 701C001 1.000 MILE| 1000.00000 1000.00| | Solid Temporary Traffic Stripe | | | 0750 701D007 1.000 MILE| 2500.00000 2500.00| | Solid Traffic Stripe Removed (Paint) | | | 0760 701D008 1.000 MILE| 2500.00000 2500.00| | Solid Traffic Stripe Removed (Plastic) | | | 0770 701D015 1.000 MILE| 2000.00000 2000.00| | Broken Traffic Stripe Removed (Plastic) | | | 0780 701E003 420.000 LF | 2.00000 840.00| | Solid Temporary Traffic Stripe (Tape) | | | 0790 701G121 210.000 LF | 2.10000 441.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0800 701G125 210.000 LF | 4.60000 966.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0810 701G133 210.000 LF | 4.60000 966.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0820 701H002 420.000 LF | 0.60000 252.00| | Solid Traffic Stripe Removed (Tape) | | | 0830 703A002 230.000 SQFT| 3.10000 713.00| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 019 -7 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040924019 COUNTIES : LIMESTONE LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( ) |( ) |BURGREEN CONTRACTING CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 703B002 90.000 SQFT| 4.25000 382.50| | Traffic Control Legends, Class 2, Type | | | 0850 703D001 66.000 SQFT| 2.00000 132.00| | Temporary Traffic Control Markings | | | 0860 705A011 156.000 EACH| 6.00000 936.00| | Pavement Markers, Class C, Type 1-A | | | 0870 705A012 313.000 EACH| 6.00000 1878.00| | Pavement Markers, Class C, Type 1-B | | | 0880 705A030 6.000 EACH| 6.00000 36.00| | Pavement Markers, Class A-H, Type 2-C | | | 0890 705A031 42.000 EACH| 6.00000 252.00| | Pavement Markers, Class A-H, Type 1-A | | | 0900 724A000 753.000 LF | 15.50000 11671.50| | Temporary Asphalt Island | | | 0910 740B000 862.000 SQFT| 12.50000 10775.00| | Construction Signs | | | 0920 740D000 154.000 EACH| 85.00000 13090.00| | Channelizing Drums | | | 0930 740E000 50.000 EACH| 10.00000 500.00| | Cones (36 Inches High) | | | 0940 740F002 6.000 EACH| 350.00000 2100.00| | Barricades, Type III | | | 0950 740I005 3.000 EACH| 325.00000 975.00| | Warning Lights, Type B (Detachable Head | | | 0960 740M001 50.000 EACH| 5.00000 250.00| | Ballast For Cone | | | 0970 741C010 2.000 EACH| 10000.00000 20000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0980 742A001 2.000 EACH| 20000.00000 40000.00| | Portable Changeable Message Sign, Type | | | 0990 999 000 2000.000 HOUR| 0.80000 1600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,449,825.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,449,825.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20040924022 COUNTIES : BARBOUR LETTING DATE : 09/24/04 10:00 AM DIVISION : 07 CONTRACT TIME : 190 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0239(500) for constructing the Grade, Drainage, and Pavement (Relocation) on S.R.#239 from MP 3.8 to MP 4.6 west of Clayton. Length - 0.580 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03041 HILTON COOPER CONTRACTING, INC. $ 562,838.48 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 587,769.70 104.4296% 3 01087 APAC-SOUTHEAST, INC. $ 788,991.06 140.1807% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040924022 COUNTIES : BARBOUR LETTING DATE : 09/24/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 03041 |( 2 ) 23024 |( 3 ) 01087 |HILTON COOPER CONTRACTING, |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 201A000 LUMP| 10200.00000 10200.00| 35000.00000 35000.00| 53000.00000 53000.00 Clearing & Grubbing (Approximately 8 | | | acres) | | | 0020 206D000 294.000 LF | 7.40000 2175.60| 7.50000 2205.00| 10.45000 3072.30 Removing Pipe | | | 0030 206D001 164.000 LF | 4.85000 795.40| 10.00000 1640.00| 3.00000 492.00 Removing Guardrail | | | 0040 206D007 159.000 LF | 3.80000 604.20| 7.50000 1192.50| 9.66000 1535.94 Removing Concrete Flume | | | 0050 206D011 457.000 LF | 3.75000 1713.75| 2.50000 1142.50| 2.97000 1357.29 Removing Fence | | | 0060 210A000 20733.000 CUYD| 1.88000 38978.04| 3.00000 62199.00| 5.67000 117556.11 Unclassified Excavation | | | 0070 210C000 356.000 CUYD| 15.00000 5340.00| 20.00000 7120.00| 12.00000 4272.00 Muck Excavation | | | 0080 214A000 428.000 CUYD| 13.25000 5671.00| 5.00000 2140.00| 5.00000 2140.00 Structure Excavation | | | 0090 214B001 136.000 CUYD| 32.00000 4352.00| 20.00000 2720.00| 30.00000 4080.00 Foundation Backfill, Commercial | | | 0100 230A000 31.000 RBST| 280.00000 8680.00| 475.00000 14725.00| 599.13000 18573.03 Roadbed Processing | | | 0110 301A012 14720.000 SQYD| 6.80000 100096.00| 7.50000 110400.00| 10.56000 155443.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 401A000 7762.000 SQYD| 0.60000 4657.20| 0.40000 3104.80| 0.50000 3881.00 Bituminous Treatment A | | | 0130 405A000 344.000 GAL | 6.61000 2273.84| 2.50000 860.00| 5.30000 1823.20 Tack Coat | | | 0140 424A341 794.000 TON | 60.00000 47640.00| 49.75000 39501.50| 49.45000 39263.30 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0150 424B636 1092.000 TON | 60.75000 66339.00| 48.95000 53453.40| 50.00000 54600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0160 424B644 501.000 TON | 79.00000 39579.00| 55.00000 27555.00| 65.00000 32565.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040924022 COUNTIES : BARBOUR LETTING DATE : 09/24/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 03041 |( 2 ) 23024 |( 3 ) 01087 |HILTON COOPER CONTRACTING, |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 430B000 300.000 TON | 24.70000 7410.00| 25.00000 7500.00| 32.32000 9696.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0180 502A000 222.000 LB | 3.10000 688.20| 4.00000 888.00| 4.00000 888.00 Steel Reinforcement | | | 0190 524B011 5.000 CUYD| 1375.00000 6875.00| 800.00000 4000.00| 800.00000 4000.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0200 530A002 437.000 LF | 35.60000 15557.20| 35.00000 15295.00| 45.40000 19839.80 24" Roadway Pipe (Class 3 R.C.) | | | 0210 530A003 86.000 LF | 46.45000 3994.70| 50.00000 4300.00| 71.02000 6107.72 30" Roadway Pipe (Class 3 R.C.) | | | 0220 535A002 75.000 LF | 32.00000 2400.00| 35.00000 2625.00| 51.10000 3832.50 24" Side Drain Pipe | | | 0230 535A003 70.000 LF | 37.30000 2611.00| 50.00000 3500.00| 65.10000 4557.00 30" Side Drain Pipe | | | 0240 600A000 LUMP| 15200.00000 15200.00| 45000.00000 45000.00| 77000.00000 77000.00 Mobilization | | | 0250 601A000 1.000 EACH| 10300.00000 10300.00| 5000.00000 5000.00| 3500.00000 3500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0260 602A000 37.000 EACH| 120.00000 4440.00| 100.00000 3700.00| 263.42000 9746.54 Right Of Way Markers | | | 0270 606A000 1000.000 LF | 9.50000 9500.00| 9.75000 9750.00| 20.16000 20160.00 6" Underdrain Pipe | | | 0280 610C001 83.000 TON | 28.50000 2365.50| 40.00000 3320.00| 52.03000 4318.49 Loose Riprap, Class 2 | | | 0290 610D003 65.000 SQYD| 2.60000 169.00| 3.00000 195.00| 9.33000 606.45 Filter Blanket, Geotextile | | | 0300 619A003 2.000 EACH| 710.00000 1420.00| 975.00000 1950.00| 975.00000 1950.00 24" Roadway Pipe End Treatment, Class 1 | | | 0310 619A004 2.000 EACH| 840.00000 1680.00| 1275.00000 2550.00| 1275.00000 2550.00 30" Roadway Pipe End Treatment, Class 1 | | | 0320 619A102 4.000 EACH| 710.00000 2840.00| 975.00000 3900.00| 975.00000 3900.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619A103 2.000 EACH| 850.00000 1700.00| 1275.00000 2550.00| 1275.00000 2550.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0340 619A272 2.000 EACH| 930.00000 1860.00| 1875.00000 3750.00| 1875.00000 3750.00 24" Side Drain Pipe End Treatment, | | | Class 1, (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040924022 COUNTIES : BARBOUR LETTING DATE : 09/24/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 03041 |( 2 ) 23024 |( 3 ) 01087 |HILTON COOPER CONTRACTING, |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 630A001 497.000 LF | 34.00000 16898.00| 24.50000 12176.50| 20.00000 9940.00 Steel Beam Guardrail, Class A, Type 2 | | | 0360 630C070 4.000 EACH| 2300.00000 9200.00| 1500.00000 6000.00| 1750.00000 7000.00 Guardrail End Anchor, Type 10 Series | | | 0370 650B000 3322.000 CUYD| 5.00000 16610.00| 3.75000 12457.50| 7.48000 24848.56 Topsoil From Stockpiles | | | 0380 651B000 2.000 TON | 55.00000 110.00| 42.00000 84.00| 50.00000 100.00 Agricultural Limestone | | | 0390 652A061 6.000 ACRE| 640.00000 3840.00| 525.00000 3150.00| 525.00000 3150.00 Seeding (Mix 3E) | | | 0400 656A000 6.000 ACRE| 700.00000 4200.00| 525.00000 3150.00| 575.00000 3450.00 Mulching, Class A, Type 1 | | | 0410 658A003 6.000 ACRE| 1480.00000 8880.00| 1500.00000 9000.00| 1219.00000 7314.00 Hydro-Seeding & Mulching (Mix 3E) | | | 0420 659A002 3633.000 SQYD| 4.85000 17620.05| 4.00000 14532.00| 4.00000 14532.00 Erosion Control Netting, Class C1 | | | 0430 665F000 66.000 EACH| 7.90000 521.40| 7.50000 495.00| 6.50000 429.00 Hay Bales | | | 0440 665I000 25.000 TON | 42.20000 1055.00| 65.00000 1625.00| 60.35000 1508.75 Temporary Riprap, Class 2 | | | 0450 665J000 2307.000 LF | 3.65000 8420.55| 3.50000 8074.50| 3.00000 6921.00 Silt Fence, Type A | | | 0460 665O001 2307.000 LF | 2.60000 5998.20| 0.25000 576.75| 0.27000 622.89 Silt Fence Removal | | | 0470 672A000 9.000 GAL | 72.90000 656.10| 50.00000 450.00| 60.00000 540.00 Flocculant Liquid | | | 0480 680A000 LUMP| 10500.00000 10500.00| 10000.00000 10000.00| 14694.81000 14694.81 Engineering Controls | | | 0490 701A028 2.000 MILE| 2430.00000 4860.00| 2000.00000 4000.00| 2000.00000 4000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0500 701A048 2.000 MILE| 2430.00000 4860.00| 2000.00000 4000.00| 2000.00000 4000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0510 701B009 250.000 LF | 1.20000 300.00| 1.00000 250.00| 1.00000 250.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0520 701C001 3.000 MILE| 729.00000 2187.00| 600.00000 1800.00| 600.00000 1800.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040924022 COUNTIES : BARBOUR LETTING DATE : 09/24/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 03041 |( 2 ) 23024 |( 3 ) 01087 |HILTON COOPER CONTRACTING, |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 703A002 179.000 SQFT| 6.05000 1082.95| 5.00000 895.00| 5.00000 895.00 Traffic Control Markings, Class 2, Type | | | A | | | 0540 703B002 45.000 SQFT| 6.05000 272.25| 5.00000 225.00| 5.00000 225.00 Traffic Control Legends, Class 2, Type | | | 0550 703D001 33.000 SQFT| 2.40000 79.20| 2.00000 66.00| 2.00000 66.00 Temporary Traffic Control Markings | | | 0560 705A030 5.000 EACH| 6.70000 33.50| 5.50000 27.50| 5.50000 27.50 Pavement Markers, Class A-H, Type 2-C | | | 0570 705A037 156.000 EACH| 6.70000 1045.20| 5.50000 858.00| 5.50000 858.00 Pavement Markers, Class A-H, Type 2-D | | | 0580 740B000 425.000 SQFT| 9.75000 4143.75| 7.88000 3349.00| 7.90000 3357.50 Construction Signs | | | 0590 740D000 55.000 EACH| 70.90000 3899.50| 42.00000 2310.00| 42.10000 2315.50 Channelizing Drums | | | 0600 740E000 20.000 EACH| 15.00000 300.00| 15.75000 315.00| 14.00000 280.00 Cones (36 Inches High) | | | 0610 740F002 8.000 EACH| 275.00000 2200.00| 183.75000 1470.00| 184.21000 1473.68 Barricades, Type III | | | 0620 740I001 7.000 EACH| 230.00000 1610.00| 78.75000 551.25| 79.00000 553.00 Warning Lights, Type A | | | 0630 740I005 4.000 EACH| 295.00000 1180.00| 262.50000 1050.00| 263.00000 1052.00 Warning Lights, Type B (Detachable Head | | | 0640 740M001 20.000 EACH| 8.51000 170.20| 5.00000 100.00| 9.00000 180.00 Ballast For Cone | | | SECTION TOTALS | $ 562,838.48| $ 587,769.70| $ 788,991.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 562,838.48| $ 587,769.70| $ 788,991.06 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20040924023 COUNTIES : BUTLER LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0701(201) for constructing the Resurfacing and Traffic Stripe on C.R.#45 from C.R.#51 to the east McKenzie city limits. Length - 7.308 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 744,781.50 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 789,085.50 105.9486% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040924023 COUNTIES : BUTLER LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02032 |( ) |APAC-SOUTHEAST, INC. |BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 15200.000 CUYD| 6.75000 102600.00| 6.00000 91200.00| Borrow Excavation | | | 0020 405A000 5800.000 GAL | 1.30000 7540.00| 1.50000 8700.00| Tack Coat | | | 0030 429A200 7275.000 TON | 38.80000 282270.00| 42.10000 306277.50| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 3600.000 TON | 38.80000 139680.00| 44.10000 158760.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429C211 3100.000 TON | 38.65000 119815.00| 39.54000 122574.00| Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 502A000 630.000 LB | 2.25000 1417.50| 5.00000 3150.00| Steel Reinforcement | | | 0070 524B010 9.000 CUYD| 875.00000 7875.00| 1200.00000 10800.00| Culvert Concrete Extension | | | 0080 600A000 LUMP| 10850.00000 10850.00| 10000.00000 10000.00| Mobilization | | | 0090 652A061 18.000 ACRE| 370.00000 6660.00| 400.00000 7200.00| Seeding (Mix 3E) | | | 0100 656A000 18.000 ACRE| 340.00000 6120.00| 400.00000 7200.00| Mulching, Class A, Type 1 | | | 0110 665F000 360.000 EACH| 6.00000 2160.00| 6.00000 2160.00| Hay Bales | | | 0120 665J000 3600.000 LF | 2.50000 9000.00| 2.50000 9000.00| Silt Fence, Type A | | | 0130 665O001 3600.000 LF | 0.10000 360.00| 1.00000 3600.00| Silt Fence Removal | | | 0140 701A030 15.000 MILE| 750.00000 11250.00| 750.00000 11250.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0150 701A034 10.000 MILE| 750.00000 7500.00| 750.00000 7500.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040924023 COUNTIES : BUTLER LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02032 |( ) |APAC-SOUTHEAST, INC. |BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A044 5.000 MILE| 320.00000 1600.00| 320.00000 1600.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0170 701C000 13.000 MILE| 480.00000 6240.00| 480.00000 6240.00| Broken Temporary Traffic Stripe | | | 0180 701C001 25.000 MILE| 560.00000 14000.00| 560.00000 14000.00| Solid Temporary Traffic Stripe | | | 0190 703A004 168.000 SQFT| 5.00000 840.00| 5.00000 840.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0200 705A032 208.000 EACH| 5.00000 1040.00| 5.00000 1040.00| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 718.000 EACH| 5.00000 3590.00| 5.00000 3590.00| Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 168.000 SQFT| 8.00000 1344.00| 8.00000 1344.00| Construction Signs | | | 0230 740E000 60.000 EACH| 0.50000 30.00| 1.00000 60.00| Cones (36 Inches High) | | | 0240 740O000 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 744,781.50| $ 789,085.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 744,781.50| $ 789,085.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20040924024 COUNTIES : CHILTON LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1107(200) for constructing the Resurfacing and Traffic Stripe on C.R.#49 from C.R.#59 to the Clanton city limits. Length 3.799 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 593,733.12 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 612,143.25 103.1007% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 618,891.79 104.2374% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040924024 COUNTIES : CHILTON LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 04013 |WIREGRASS CONSTRUCTION COMP |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 210D021 1050.000 CUYD| 10.75000 11287.50| 7.55000 7927.50| 24.42000 25641.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 212A000 402.000 STA | 26.00000 10452.00| 52.75000 21205.50| 6.21000 2496.42 Machine Grading Shoulders | | | 0030 405A000 3050.000 GAL | 1.75000 5337.50| 0.95000 2897.50| 1.03000 3141.50 Tack Coat | | | 0040 429A240 3876.000 TON | 39.90000 154652.40| 46.25000 179265.00| 46.93000 181900.68 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0050 429B241 6360.000 TON | 38.65000 245814.00| 42.25000 268710.00| 39.71000 252555.60 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0060 429C245 585.000 TON | 65.00000 38025.00| 48.00000 28080.00| 69.19000 40476.15 Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0070 429C246 585.000 TON | 42.35000 24774.75| 42.00000 24570.00| 63.68000 37252.80 Improved Bituminous Concrete Base Layer | | | Leveling, 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0080 600A000 LUMP| 55000.00000 55000.00| 31000.00000 31000.00| 20602.70000 20602.70 Mobilization | | | 0090 630A001 500.000 LF | 21.12000 10560.00| 21.00000 10500.00| 24.88000 12440.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C050 4.000 EACH| 1609.37000 6437.48| 1600.00000 6400.00| 1895.83000 7583.32 Guardrail End Anchor, Type 20 Series | | | 0110 652A056 2.000 ACRE| 452.64000 905.28| 450.00000 900.00| 533.20000 1066.40 Seeding (Mix 2E) | | | 0120 656A000 2.000 ACRE| 402.34000 804.68| 450.00000 900.00| 473.96000 947.92 Mulching, Class A, Type 1 | | | 0130 701A030 8.000 MILE| 792.91000 6343.28| 725.00000 5800.00| 859.05000 6872.40 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0140 701A034 6.000 MILE| 792.91000 4757.46| 750.00000 4500.00| 888.67000 5332.02 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040924024 COUNTIES : CHILTON LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 04013 |WIREGRASS CONSTRUCTION COMP |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 701A044 2.000 MILE| 345.63000 691.26| 400.00000 800.00| 473.96000 947.92 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0160 701C000 4.000 MILE| 528.61000 2114.44| 375.00000 1500.00| 444.34000 1777.36 Broken Temporary Traffic Stripe | | | 0170 701C001 12.000 MILE| 589.60000 7075.20| 425.00000 5100.00| 503.58000 6042.96 Solid Temporary Traffic Stripe | | | 0180 703A004 110.000 SQFT| 5.08000 558.80| 2.00000 220.00| 2.37000 260.70 Traffic Control Markings, Class 2T, | | | Type A | | | 0190 705A032 73.000 EACH| 5.34000 389.82| 4.50000 328.50| 5.33000 389.09 Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 365.000 EACH| 5.34000 1949.10| 4.50000 1642.50| 5.33000 1945.45 Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 339.000 SQFT| 8.03000 2722.17| 8.25000 2796.75| 9.14000 3098.46 Construction Signs | | | 0220 740E000 50.000 EACH| 11.62000 581.00| 2.00000 100.00| 11.98000 599.00 Cones (36 Inches High) | | | 0230 740O000 1.000 EACH| 2500.00000 2500.00| 7000.00000 7000.00| 5521.94000 5521.94 Pilot Car | | | SECTION TOTALS | $ 593,733.12| $ 612,143.25| $ 618,891.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 593,733.12| $ 612,143.25| $ 618,891.79 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20040924025 COUNTIES : GENEVA LETTING DATE : 09/24/04 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-3100(205) for constructing the Resurfacing and Traffic Stripe on C.R.#6 from C.R.#4 to C.R.#61 east of Eunola. Length - 5.983 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 627,448.40 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 658,198.61 104.9008% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20040924025 COUNTIES : GENEVA LETTING DATE : 09/24/04 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 206C010 8.000 SQYD| 40.00000 320.00| 60.73000 485.84| Removing Concrete Driveway | | | 0020 209A000 9.000 EACH| 95.00000 855.00| 103.57000 932.13| Mailbox Reset, Single | | | 0030 210D020 4575.000 CUYD| 3.00000 13725.00| 4.81000 22005.75| Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0040 212A000 632.000 STA | 29.00000 18328.00| 25.71000 16248.72| Machine Grading Shoulders | | | 0050 405A000 4830.000 GAL | 2.25000 10867.50| 2.01000 9708.30| Tack Coat | | | 0060 429A201 6201.000 TON | 45.75000 283695.75| 46.90000 290826.90| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A206 2865.000 TON | 45.95000 131646.75| 47.55000 136230.75| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429B201 70.000 TON | 45.00000 3150.00| 62.69000 4388.30| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0090 429B206 500.000 TON | 45.00000 22500.00| 68.28000 34140.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 429B213 1532.000 TON | 46.25000 70855.00| 49.34000 75588.88| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0110 600A000 LUMP| 30000.00000 30000.00| 22500.00000 22500.00| Mobilization | | | 0120 652A061 9.000 ACRE| 360.00000 3240.00| 403.99000 3635.91| Seeding (Mix 3E) | | | 0130 656A000 9.000 ACRE| 340.00000 3060.00| 403.99000 3635.91| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20040924025 COUNTIES : GENEVA LETTING DATE : 09/24/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665F000 175.000 EACH| 6.80000 1190.00| 5.69000 995.75| Hay Bales | | | 0150 665J000 700.000 LF | 2.50000 1750.00| 4.52000 3164.00| Silt Fence, Type A | | | 0160 665O001 700.000 LF | 0.20000 140.00| 0.21000 147.00| Silt Fence Removal | | | 0170 701A030 12.000 MILE| 750.00000 9000.00| 797.36000 9568.32| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0180 701A034 7.000 MILE| 750.00000 5250.00| 797.36000 5581.52| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0190 701A044 3.000 MILE| 340.00000 1020.00| 361.47000 1084.41| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0200 701C000 3.000 MILE| 440.00000 1320.00| 467.78000 1403.34| Broken Temporary Traffic Stripe | | | 0210 701C001 7.000 MILE| 470.00000 3290.00| 499.68000 3497.76| Solid Temporary Traffic Stripe | | | 0220 703A002 450.000 SQFT| 3.00000 1350.00| 3.19000 1435.50| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703A004 128.000 SQFT| 3.00000 384.00| 3.19000 408.32| Traffic Control Markings, Class 2T, | | | Type A | | | 0240 705A032 120.000 EACH| 5.00000 600.00| 5.32000 638.40| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 650.000 EACH| 5.00000 3250.00| 5.32000 3458.00| Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 655.000 SQFT| 7.88000 5161.40| 8.38000 5488.90| Construction Signs | | | 0270 740O000 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 627,448.40| $ 658,198.61| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 627,448.40| $ 658,198.61| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20040924026 COUNTIES : HALE LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3300(207) for constructing the Resurfacing and Traffic Stripe on C.R.#17 from C.R.#24 to S.R.#14 northwest of Greensboro. Length - 5.416 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 359,142.50 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 441,280.70 122.8706% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040924026 COUNTIES : HALE LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION 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 405A000 3752.000 GAL | 1.25000 4690.00| 1.35000 5065.20| Tack Coat | | | 0020 424A341 5544.000 TON | 42.75000 237006.00| 52.00000 288288.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A347 350.000 TON | 42.75000 14962.50| 68.00000 23800.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424B648 1050.000 TON | 51.00000 53550.00| 59.00000 61950.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0050 600A000 LUMP| 8200.00000 8200.00| 13000.00000 13000.00| Mobilization | | | 0060 630A001 216.000 LF | 21.00000 4536.00| 28.00000 6048.00| Steel Beam Guardrail, Class A, Type 2 | | | 0070 630C050 8.000 EACH| 1850.00000 14800.00| 1700.00000 13600.00| Guardrail End Anchor, Type 20 Series | | | 0080 701A004 11.000 MILE| 440.00000 4840.00| 465.00000 5115.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0090 701A008 7.000 MILE| 210.00000 1470.00| 225.00000 1575.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0100 701A012 6.000 MILE| 440.00000 2640.00| 465.00000 2790.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701C000 7.000 MILE| 520.00000 3640.00| 575.00000 4025.00| Broken Temporary Traffic Stripe | | | 0120 701C001 6.000 MILE| 580.00000 3480.00| 625.00000 3750.00| Solid Temporary Traffic Stripe | | | 0130 703A000 100.000 SQFT| 2.00000 200.00| 2.50000 250.00| Traffic Control Markings, Class 1, Type | | | A | | | 0140 705A032 135.000 EACH| 5.50000 742.50| 6.25000 843.75| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040924026 COUNTIES : HALE LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 705A037 315.000 EACH| 5.50000 1732.50| 6.25000 1968.75| Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 218.000 SQFT| 8.50000 1853.00| 9.00000 1962.00| Construction Signs | | | 0170 740E000 50.000 EACH| 1.00000 50.00| 15.00000 750.00| Cones (36 Inches High) | | | 0180 740O000 1.000 EACH| 750.00000 750.00| 6500.00000 6500.00| Pilot Car | | | SECTION TOTALS | $ 359,142.50| $ 441,280.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 359,142.50| $ 441,280.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20040924027 COUNTIES : HENRY LETTING DATE : 09/24/04 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3422(201) for constructing the Resurfacing and Traffic Stripe on C.R.#54 from C.R.#75 to Piney Woods Creek northwest of Abbeville. Length - 2.882 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 305,907.81 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 309,926.12 101.3136% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040924027 COUNTIES : HENRY LETTING DATE : 09/24/04 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 401B108 33076.000 SQYD| 0.95000 31422.20| 0.82000 27122.32| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 2035.000 GAL | 0.50000 1017.50| 1.50000 3052.50| Tack Coat | | | 0030 429A198 1323.000 TON | 44.95000 59468.85| 53.95000 71375.85| Improved Bituminous Concrete Wearing | | | Surface Layer,Leveling, 3/8" Maximum | | | Aggregate Size Mix, Esal Range A | | | 0040 429A200 2581.000 TON | 44.50000 114854.50| 45.33000 116996.73| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429B206 100.000 TON | 55.00000 5500.00| 69.18000 6918.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B213 868.000 TON | 45.65000 39624.20| 48.79000 42349.72| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 20000.00000 20000.00| 7500.00000 7500.00| Mobilization | | | 0080 630A001 100.000 LF | 25.00000 2500.00| 25.00000 2500.00| Steel Beam Guardrail, Class A, Type 2 | | | 0090 630C022 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| Guardrail End Anchor, Type Special | | | 0100 630C070 4.000 EACH| 1900.00000 7600.00| 1900.00000 7600.00| Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 7.50000 375.00| 9.00000 450.00| Hay Bales | | | 0120 665J000 200.000 LF | 3.75000 750.00| 4.60000 920.00| Silt Fence, Type A | | | 0130 665O001 200.000 LF | 0.50000 100.00| 4.80000 960.00| Silt Fence Removal | | | 0140 701A004 6.000 MILE| 390.00000 2340.00| 390.00000 2340.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040924027 COUNTIES : HENRY LETTING DATE : 09/24/04 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 701A035 4.000 MILE| 1225.00000 4900.00| 1225.00000 4900.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 2.000 MILE| 650.00000 1300.00| 650.00000 1300.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 2.000 MILE| 440.00000 880.00| 440.00000 880.00| Broken Temporary Traffic Stripe | | | 0180 701C001 4.000 MILE| 490.00000 1960.00| 490.00000 1960.00| Solid Temporary Traffic Stripe | | | 0190 703A000 120.000 SQFT| 2.00000 240.00| 2.00000 240.00| Traffic Control Markings, Class 1, Type | | | A | | | 0200 703D001 120.000 SQFT| 1.50000 180.00| 1.50000 180.00| Temporary Traffic Control Markings | | | 0210 705A032 173.000 EACH| 5.00000 865.00| 5.00000 865.00| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 432.000 EACH| 5.00000 2160.00| 5.00000 2160.00| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 212.000 SQFT| 7.88000 1670.56| 8.00000 1696.00| Construction Signs | | | 0240 740E000 20.000 EACH| 15.00000 300.00| 8.00000 160.00| Cones (36 Inches High) | | | 0250 740M001 20.000 EACH| 5.00000 100.00| 10.00000 200.00| Ballast For Cone | | | 0260 740O000 1.000 EACH| 1000.00000 1000.00| 500.00000 500.00| Pilot Car | | | SECTION TOTALS | $ 305,907.81| $ 309,926.12| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 305,907.81| $ 309,926.12| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20040924028 COUNTIES : MONROE LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-5022(200) for constructing the Resurfacing and Traffic Stripe on C.R.#30 from C.R.#21 south of Peterman to C.R.#21 north of Peterman. Length - 2.271 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 478,874.46 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 507,854.54 106.0517% 3 01073 ASPHALT SUPPLY, LLC $ 507,973.24 106.0765% 4 13008 MOBILE ASPHALT COMPANY, LLC $ 545,089.50 113.8272% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040924028 COUNTIES : MONROE LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23011 |( 3 ) 01073 |APAC-SOUTHEAST, INC. |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 214A000 86.000 CUYD| 55.00000 4730.00| 12.00000 1032.00| 13.50000 1161.00 Structure Excavation | | | 0020 214B001 129.000 CUYD| 30.00000 3870.00| 45.00000 5805.00| 50.00000 6450.00 Foundation Backfill, Commercial | | | 0030 305A000 2945.000 CUYD| 8.50000 25032.50| 9.41000 27712.45| 8.00000 23560.00 Borrow, Section 210, (A-4 Or Better) | | | (For Miscellaneous Use) | | | 0040 405A000 1840.000 GAL | 1.70000 3128.00| 1.22000 2244.80| 2.26000 4158.40 Tack Coat | | | 0050 424A340 1833.000 TON | 45.00000 82485.00| 47.55000 87159.15| 41.80000 76619.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424B644 3667.000 TON | 42.00000 154014.00| 41.04000 150493.68| 44.45000 162998.15 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424C345 50.000 TON | 80.00000 4000.00| 89.98000 4499.00| 55.00000 2750.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424C351 467.000 TON | 47.00000 21949.00| 45.49000 21243.83| 41.66000 19455.22 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 502A000 4004.000 LB | 2.84000 11371.36| 2.00000 8008.00| 2.22000 8888.88 Steel Reinforcement | | | 0100 524B011 38.000 CUYD| 970.00000 36860.00| 1200.00000 45600.00| 1021.00000 38798.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0110 600A000 LUMP| 15500.00000 15500.00| 18370.57000 18370.57| 29000.00000 29000.00 Mobilization | | | 0120 630A001 2288.000 LF | 18.70000 42785.60| 20.70000 47361.60| 22.45000 51365.60 Steel Beam Guardrail, Class A, Type 2 | | | 0130 630C050 26.000 EACH| 1575.00000 40950.00| 1575.00000 40950.00| 1750.00000 45500.00 Guardrail End Anchor, Type 20 Series | | | 0140 652A061 4.000 ACRE| 500.00000 2000.00| 500.00000 2000.00| 556.00000 2224.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040924028 COUNTIES : MONROE LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23011 |( 3 ) 01073 |APAC-SOUTHEAST, INC. |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 656A000 4.000 ACRE| 500.00000 2000.00| 500.00000 2000.00| 556.00000 2224.00 Mulching, Class A, Type 1 | | | 0160 659A001 100.000 SQYD| 3.00000 300.00| 3.50000 350.00| 3.34000 334.00 Erosion Control Netting, Class B | | | 0170 665A000 1.000 ACRE| 250.00000 250.00| 200.00000 200.00| 280.00000 280.00 Temporary Seeding | | | 0180 665B000 1.000 ACRE| 250.00000 250.00| 200.00000 200.00| 280.00000 280.00 Temporary Mulching | | | 0190 665F000 100.000 EACH| 6.00000 600.00| 8.29000 829.00| 6.67000 667.00 Hay Bales | | | 0200 665J000 2500.000 LF | 3.00000 7500.00| 4.20000 10500.00| 3.34000 8350.00 Silt Fence, Type A | | | 0210 665O001 2500.000 LF | 0.50000 1250.00| 1.95000 4875.00| 0.60000 1500.00 Silt Fence Removal | | | 0220 701A031 5.000 MILE| 1050.00000 5250.00| 1050.00000 5250.00| 1135.00000 5675.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0230 701A035 3.000 MILE| 1225.00000 3675.00| 1225.00000 3675.00| 1325.00000 3975.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0240 701A045 1.000 MILE| 750.00000 750.00| 750.00000 750.00| 811.00000 811.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0250 701C000 1.000 MILE| 460.00000 460.00| 460.00000 460.00| 498.00000 498.00 Broken Temporary Traffic Stripe | | | 0260 701C001 8.000 MILE| 460.00000 3680.00| 460.00000 3680.00| 498.00000 3984.00 Solid Temporary Traffic Stripe | | | 0270 705A032 45.000 EACH| 5.00000 225.00| 5.00000 225.00| 5.41000 243.45 Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 210.000 EACH| 5.00000 1050.00| 5.00000 1050.00| 5.41000 1136.10 Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 223.000 SQFT| 8.00000 1784.00| 11.96000 2667.08| 9.00000 2007.00 Construction Signs | | | 0300 740D000 50.000 EACH| 2.50000 125.00| 81.05000 4052.50| 35.00000 1750.00 Channelizing Drums | | | 0310 740E000 50.000 EACH| 1.00000 50.00| 13.33000 666.50| 9.00000 450.00 Cones (36 Inches High) | | | 0320 740O000 1.000 EACH| 1000.00000 1000.00| 3944.38000 3944.38| 880.04000 880.04 Pilot Car | | | SECTION TOTALS | $ 478,874.46| $ 507,854.54| $ 507,973.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 478,874.46| $ 507,854.54| $ 507,973.24 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040924028 COUNTIES : MONROE LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13008 |( ) |( ) |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 214A000 86.000 CUYD| 15.00000 1290.00| | Structure Excavation | | | 0020 214B001 129.000 CUYD| 45.00000 5805.00| | Foundation Backfill, Commercial | | | 0030 305A000 2945.000 CUYD| 12.25000 36076.25| | Borrow, Section 210, (A-4 Or Better) | | | (For Miscellaneous Use) | | | 0040 405A000 1840.000 GAL | 1.00000 1840.00| | Tack Coat | | | 0050 424A340 1833.000 TON | 47.25000 86609.25| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424B644 3667.000 TON | 41.00000 150347.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424C345 50.000 TON | 50.00000 2500.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424C351 467.000 TON | 50.00000 23350.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 502A000 4004.000 LB | 1.00000 4004.00| | Steel Reinforcement | | | 0100 524B011 38.000 CUYD| 800.00000 30400.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0110 600A000 LUMP| 54500.00000 54500.00| | Mobilization | | | 0120 630A001 2288.000 LF | 28.00000 64064.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0130 630C050 26.000 EACH| 1775.00000 46150.00| | Guardrail End Anchor, Type 20 Series | | | 0140 652A061 4.000 ACRE| 500.00000 2000.00| | Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 028 -5 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040924028 COUNTIES : MONROE LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13008 |( ) |( ) |MOBILE ASPHALT COMPANY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 656A000 4.000 ACRE| 500.00000 2000.00| | Mulching, Class A, Type 1 | | | 0160 659A001 100.000 SQYD| 3.00000 300.00| | Erosion Control Netting, Class B | | | 0170 665A000 1.000 ACRE| 250.00000 250.00| | Temporary Seeding | | | 0180 665B000 1.000 ACRE| 250.00000 250.00| | Temporary Mulching | | | 0190 665F000 100.000 EACH| 6.00000 600.00| | Hay Bales | | | 0200 665J000 2500.000 LF | 3.00000 7500.00| | Silt Fence, Type A | | | 0210 665O001 2500.000 LF | 0.50000 1250.00| | Silt Fence Removal | | | 0220 701A031 5.000 MILE| 1060.00000 5300.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0230 701A035 3.000 MILE| 1235.00000 3705.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0240 701A045 1.000 MILE| 755.00000 755.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0250 701C000 1.000 MILE| 465.00000 465.00| | Broken Temporary Traffic Stripe | | | 0260 701C001 8.000 MILE| 465.00000 3720.00| | Solid Temporary Traffic Stripe | | | 0270 705A032 45.000 EACH| 5.00000 225.00| | Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 210.000 EACH| 5.00000 1050.00| | Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 223.000 SQFT| 8.00000 1784.00| | Construction Signs | | | 0300 740D000 50.000 EACH| 50.00000 2500.00| | Channelizing Drums | | | 0310 740E000 50.000 EACH| 10.00000 500.00| | Cones (36 Inches High) | | | 0320 740O000 1.000 EACH| 4000.00000 4000.00| | Pilot Car | | | SECTION TOTALS | $ 545,089.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 545,089.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20040924029 COUNTIES : MORGAN LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-5211(201) for constructing the Bridge Replacement and Approaches on C.R.#40 (Upper River Road) at Madden Branch north of Somerville. Length 0.094 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 183,057.27 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040924029 COUNTIES : MORGAN LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3000.00000 3000.00| | Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206D000 302.000 LF | 7.50000 2265.00| | Removing Pipe | | | 0030 210A000 100.000 CUYD| 12.05000 1205.00| | Unclassified Excavation | | | 0040 210D001 450.000 CUYD| 15.25000 6862.50| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 536.000 CUYD| 8.50000 4556.00| | Structure Excavation | | | 0060 214B001 78.000 CUYD| 22.00000 1716.00| | Foundation Backfill, Commercial | | | 0070 230A000 4.000 RBST| 460.00000 1840.00| | Roadbed Processing | | | 0080 301A004 667.000 SQYD| 4.00000 2668.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 2000.000 SQYD| 6.00000 12000.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1278.000 SQYD| 2.75000 3514.50| | Bituminous Treatment A | | | 0110 405A000 39.000 GAL | 3.25000 126.75| | Tack Coat | | | 0120 429A220 77.000 TON | 59.00000 4543.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0130 429B221 184.000 TON | 52.00000 9568.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0140 502A000 29471.000 LB | 0.62000 18272.02| | Steel Reinforcement | | | 0150 524A010 135.000 CUYD| 400.00000 54000.00| | Culvert Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040924029 COUNTIES : MORGAN LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 21800.00000 21800.00| | Mobilization | | | 0170 610C001 74.000 TON | 21.00000 1554.00| | Loose Riprap, Class 2 | | | 0180 610D000 93.000 SQYD| 4.50000 418.50| | Filter Blanket | | | 0190 630A001 168.000 LF | 26.00000 4368.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0200 630C050 4.000 EACH| 1600.00000 6400.00| | Guardrail End Anchor, Type 20 Series | | | 0210 650A000 155.000 CUYD| 16.00000 2480.00| | Topsoil | | | 0220 652A053 1.000 ACRE| 1200.00000 1200.00| | Seeding (Mix 1E) | | | 0230 656A001 1.000 ACRE| 1800.00000 1800.00| | Mulching, Class A, Type 2 | | | 0240 665F000 50.000 EACH| 8.00000 400.00| | Hay Bales | | | 0250 665J000 100.000 LF | 10.00000 1000.00| | Silt Fence, Type A | | | 0260 665O001 100.000 LF | 1.00000 100.00| | Silt Fence Removal | | | 0270 680A000 LUMP| 3800.00000 3800.00| | Engineering Controls | | | 0280 701A031 1.000 MILE| 1500.00000 1500.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A035 1.000 MILE| 1500.00000 1500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701C001 1.000 MILE| 750.00000 750.00| | Solid Temporary Traffic Stripe | | | 0310 705A037 13.000 EACH| 210.00000 2730.00| | Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 302.000 SQFT| 10.00000 3020.00| | Construction Signs | | | 0330 740F002 4.000 EACH| 250.00000 1000.00| | Barricades, Type III | | | 0340 740I005 4.000 EACH| 275.00000 1100.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 183,057.27| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 183,057.27| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20040924030 COUNTIES : RUSSELL LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 CONTRACT TIME : 150 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5700(207) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Rabbit Road at Cowickee Creek north of Rutherford. Length - 0.302 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 467,077.85 100.0000% 2 23044 WARE CONSTRUCTION CO., INC. $ 527,142.68 112.8597% 3 03041 HILTON COOPER CONTRACTING, INC. $ 561,376.25 120.1890% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040924030 COUNTIES : RUSSELL LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 23044 |( 3 ) 03041 |H & L CONSTRUCTION, INC. |WARE CONSTRUCTION CO., INC. |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 6700.00000 6700.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 6200.00000 6200.00 Removal Of Old Bridge, Station 11+02.65 | | | 0030 210A000 1194.000 CUYD| 4.00000 4776.00| 4.75000 5671.50| 7.30000 8716.20 Unclassified Excavation | | | 0040 210D000 11454.000 CUYD| 8.00000 91632.00| 10.98000 125764.92| 10.40000 119121.60 Borrow Excavation | | | 0050 214A000 2000.000 CUYD| 6.50000 13000.00| 12.00000 24000.00| 11.50000 23000.00 Structure Excavation | | | 0060 214B001 530.000 CUYD| 38.00000 20140.00| 22.00000 11660.00| 47.00000 24910.00 Foundation Backfill, Commercial | | | 0070 230A000 17.000 RBST| 200.00000 3400.00| 250.00000 4250.00| 285.00000 4845.00 Roadbed Processing | | | 0080 301A012 3565.000 SQYD| 6.50000 23172.50| 6.50000 23172.50| 6.50000 23172.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A012 3565.000 SQYD| 5.00000 17825.00| 5.00000 17825.00| 6.20000 22103.00 Bituminous Treatment AJG | | | 0100 502A000 82921.000 LB | 0.85000 70482.85| 0.86000 71312.06| 1.05000 87067.05 Steel Reinforcement | | | 0110 524A011 404.000 CUYD| 355.00000 143420.00| 380.00000 153520.00| 439.85000 177699.40 Culvert Concrete (Cast In Place) | | | 0120 600A000 LUMP| 29066.00000 29066.00| 20400.00000 20400.00| 17000.00000 17000.00 Mobilization | | | 0130 610C001 344.000 TON | 28.00000 9632.00| 31.00000 10664.00| 29.00000 9976.00 Loose Riprap, Class 2 | | | 0140 610D000 410.000 SQYD| 2.00000 820.00| 3.00000 1230.00| 2.65000 1086.50 Filter Blanket | | | 0150 650B000 944.000 CUYD| 4.00000 3776.00| 2.30000 2171.20| 2.20000 2076.80 Topsoil From Stockpiles | | | 0160 658A002 2.000 ACRE| 1500.00000 3000.00| 1200.00000 2400.00| 1450.00000 2900.00 Hydro-Seeding & Mulching (Mix 2E) | | | 0170 665F000 309.000 EACH| 4.00000 1236.00| 7.00000 2163.00| 5.00000 1545.00 Hay Bales | | | 0180 665J000 3089.000 LF | 2.50000 7722.50| 4.25000 13128.25| 4.00000 12356.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040924030 COUNTIES : RUSSELL LETTING DATE : 09/24/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 23044 |( 3 ) 03041 |H & L CONSTRUCTION, INC. |WARE CONSTRUCTION CO., INC. |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 665O001 3089.000 LF | 0.50000 1544.50| 2.25000 6950.25| 0.80000 2471.20 Silt Fence Removal | | | 0200 680A000 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 4500.00000 4500.00 Engineering Controls | | | 0210 740B000 145.000 SQFT| 8.50000 1232.50| 12.00000 1740.00| 10.00000 1450.00 Construction Signs | | | 0220 740F002 8.000 EACH| 225.00000 1800.00| 265.00000 2120.00| 225.00000 1800.00 Barricades, Type III | | | 0230 740I005 4.000 EACH| 225.00000 900.00| 250.00000 1000.00| 170.00000 680.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 467,077.85| $ 527,142.68| $ 561,376.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 467,077.85| $ 527,142.68| $ 561,376.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20040924031 COUNTIES : WILCOX LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-6608(200) for constructing the Resurfacing and Traffic Stripe on C.R.#59 from S.R.#10 to S.R.#21 north of Pine Apple. Length - 10.556 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 935,579.80 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040924031 COUNTIES : WILCOX LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B106 116750.000 SQYD| 1.70000 198475.00| | Bituminous Treatment JG (With Polymer | | | Additive) | | | 0020 405A000 10650.000 GAL | 0.40000 4260.00| | Tack Coat | | | 0030 424A340 815.000 TON | 41.40000 33741.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424B644 16810.000 TON | 36.70000 616927.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424C344 50.000 TON | 85.00000 4250.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 600A000 LUMP| 10000.00000 10000.00| | Mobilization | | | 0070 701A030 21.000 MILE| 750.00000 15750.00| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0080 701A034 20.000 MILE| 750.00000 15000.00| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0090 701A044 10.000 MILE| 320.00000 3200.00| | Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0100 701C000 20.000 MILE| 440.00000 8800.00| | Broken Temporary Traffic Stripe | | | 0110 701C001 40.000 MILE| 540.00000 21600.00| | Solid Temporary Traffic Stripe | | | 0120 703A004 120.000 SQFT| 5.00000 600.00| | Traffic Control Markings, Class 2T, | | | Type A | | | 0130 740B000 277.000 SQFT| 8.40000 2326.80| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040924031 COUNTIES : WILCOX LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740O000 1.000 EACH| 650.00000 650.00| | Pilot Car | | | SECTION TOTALS | $ 935,579.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 935,579.80| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 CONTRACT TIME : 05/01/06 COMPLETION DATE CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : MG-7725(601) for constructing the Additional Lanes (Grade, Drainage, Pavement, and Signals) on U.S.#31 from north of Hyundai Boulevard to U.S.#80 in Montgomery. Length - 2.412 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19047 SOUTHEAST CHEROKEE CONSTRUCTION CO., INC. $ 6,298,961.13 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 6,599,926.36 104.7780% 3 14001 NEWELL ROADBUILDERS, INC. $ 7,152,121.36 113.5445% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 25000.00000 25000.00| 41000.00000 41000.00| 39000.00000 39000.00 Clearing & Grubbing (Approximately 13 | | | Acres) | | | 0020 206B000 LUMP| 4500.00000 4500.00| 11000.00000 11000.00| 5000.00000 5000.00 Removal Of Old Box Culvert, Station | | | 130+60 | | | 0030 206C000 1522.000 SQYD| 5.00000 7610.00| 6.00000 9132.00| 8.00000 12176.00 Removing Concrete Sidewalk | | | 0040 206C010 546.000 SQYD| 5.00000 2730.00| 6.00000 3276.00| 8.00000 4368.00 Removing Concrete Driveway | | | 0050 206D000 1186.000 LF | 10.00000 11860.00| 5.00000 5930.00| 8.50000 10081.00 Removing Pipe | | | 0060 206D002 297.000 LF | 5.00000 1485.00| 3.00000 891.00| 3.50000 1039.50 Removing Curb | | | 0070 206D003 6207.000 LF | 5.00000 31035.00| 6.00000 37242.00| 4.00000 24828.00 Removing Curb And Gutter | | | 0080 206E021 2.000 EACH| 7500.00000 15000.00| 4000.00000 8000.00| 12500.00000 25000.00 Removing Brick Signs | | | 0090 210A000 27991.000 CUYD| 4.00000 111964.00| 5.00000 139955.00| 10.00000 279910.00 Unclassified Excavation | | | 0100 210D000 23428.000 CUYD| 7.75000 181567.00| 8.25000 193281.00| 12.00000 281136.00 Borrow Excavation | | | 0110 210D025 25256.000 CUYD| 6.75000 170478.00| 9.50000 239932.00| 12.00000 303072.00 Borrow Excavation(Improved Roadbed) | | | 0120 214A000 2652.000 CUYD| 7.00000 18564.00| 7.00000 18564.00| 6.00000 15912.00 Structure Excavation | | | 0130 214B001 830.000 CUYD| 25.00000 20750.00| 40.00000 33200.00| 38.00000 31540.00 Foundation Backfill, Commercial | | | 0140 230A000 238.000 RBST| 315.00000 74970.00| 300.00000 71400.00| 325.00000 77350.00 Roadbed Processing | | | 0150 301A012 61589.000 SQYD| 6.75000 415725.75| 6.75000 415725.75| 7.69000 473619.41 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 301B008 15.000 CUYD| 125.00000 1875.00| 50.00000 750.00| 100.00000 1500.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0170 401A000 61589.000 SQYD| 0.42000 25867.38| 0.50000 30794.50| 0.40000 24635.60 Bituminous Treatment A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 405A000 10993.000 GAL | 2.65000 29131.45| 1.10000 12092.30| 2.50000 27482.50 Tack Coat | | | 0190 410C000 1.000 EACH| 15800.00000 15800.00| 6500.00000 6500.00| 15000.00000 15000.00 Contractor Retained Profilograph | | | 0200 420A011 4282.000 TON | 68.50000 293317.00| 66.70000 285609.40| 65.00000 278330.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0210 424A360 6867.000 TON | 43.00000 295281.00| 38.12000 261770.04| 41.00000 281547.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424B651 13756.000 TON | 35.00000 481460.00| 38.32000 527129.92| 33.25000 457387.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424B681 16169.000 TON | 34.75000 561872.75| 38.55000 623314.95| 33.00000 533577.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424B686 282.000 TON | 79.00000 22278.00| 75.00000 21150.00| 75.00000 21150.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B690 12168.000 TON | 26.50000 322452.00| 40.20000 489153.60| 25.01000 304321.68 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 428B000 20658.000 LF | 0.27000 5577.66| 0.20000 4131.60| 0.25000 5164.50 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0270 430B040 50.000 TON | 75.00000 3750.00| 36.75000 1837.50| 42.00000 2100.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0280 502A000 6682.000 LB | 1.05000 7016.10| 1.00000 6682.00| 1.00000 6682.00 Steel Reinforcement | | | 0290 524B011 50.000 CUYD| 750.00000 37500.00| 750.00000 37500.00| 725.00000 36250.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0300 530A000 16.000 LF | 27.00000 432.00| 52.50000 840.00| 60.00000 960.00 15" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 530A001 140.000 LF | 29.00000 4060.00| 23.10000 3234.00| 30.00000 4200.00 18" Roadway Pipe (Class 3 R.C.) | | | 0320 530A002 148.000 LF | 35.00000 5180.00| 26.25000 3885.00| 39.00000 5772.00 24" Roadway Pipe (Class 3 R.C.) | | | 0330 530A003 188.000 LF | 47.00000 8836.00| 33.60000 6316.80| 49.00000 9212.00 30" Roadway Pipe (Class 3 R.C.) | | | 0340 530B000 72.000 LF | 40.00000 2880.00| 31.50000 2268.00| 40.00000 2880.00 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0350 530B002 144.000 LF | 52.00000 7488.00| 47.25000 6804.00| 47.50000 6840.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0360 530B008 136.000 LF | 180.00000 24480.00| 157.50000 21420.00| 163.00000 22168.00 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0370 533A098 795.000 LF | 27.00000 21465.00| 28.35000 22538.25| 31.50000 25042.50 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0380 533A099 1230.000 LF | 33.00000 40590.00| 31.50000 38745.00| 41.00000 50430.00 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0390 535A001 88.000 LF | 29.00000 2552.00| 23.10000 2032.80| 30.00000 2640.00 18" Side Drain Pipe | | | 0400 535A002 112.000 LF | 35.00000 3920.00| 28.35000 3175.20| 40.00000 4480.00 24" Side Drain Pipe | | | 0410 535A300 24.000 LF | 35.00000 840.00| 52.50000 1260.00| 60.00000 1440.00 15" Side Drain Pipe (Extension) | | | 0420 535A301 8.000 LF | 50.00000 400.00| 52.50000 420.00| 60.00000 480.00 18" Side Drain Pipe (Extension) | | | 0430 535A800 24.000 LF | 35.00000 840.00| 52.50000 1260.00| 60.00000 1440.00 15" Side Drain Pipe (14 Gauge C.S.) | | | (Extension) | | | 0440 535B009 56.000 LF | 48.00000 2688.00| 52.50000 2940.00| 46.00000 2576.00 18" Span, 11" Rise Side Drain Pipe | | | 0450 535B012 216.000 LF | 52.00000 11232.00| 52.50000 11340.00| 53.50000 11556.00 29" Span, 18" Rise Side Drain Pipe | | | 0460 600A000 LUMP| 355000.00000 355000.00| 231000.00000 231000.00| 675000.00000 675000.00 Mobilization | | | 0470 601A000 1.000 EACH| 20000.00000 20000.00| 8000.00000 8000.00| 1.00000 1.00 Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 602A000 33.000 EACH| 175.00000 5775.00| 85.00000 2805.00| 100.00000 3300.00 Right Of Way Markers | | | 0490 606A000 500.000 LF | 12.00000 6000.00| 10.00000 5000.00| 12.00000 6000.00 6" Underdrain Pipe | | | 0500 610C001 80.000 TON | 50.00000 4000.00| 37.00000 2960.00| 51.50000 4120.00 Loose Riprap, Class 2 | | | 0510 610D000 60.000 SQYD| 3.00000 180.00| 3.15000 189.00| 10.00000 600.00 Filter Blanket | | | 0520 614A000 71.000 CUYD| 275.00000 19525.00| 265.00000 18815.00| 350.00000 24850.00 Slope Paving | | | 0530 618A000 1578.000 SQYD| 23.00000 36294.00| 22.00000 34716.00| 21.00000 33138.00 Concrete Sidewalk, 4" Thick | | | 0540 618B000 363.000 SQYD| 27.00000 9801.00| 26.25000 9528.75| 25.00000 9075.00 Concrete Driveway, 4" Thick | | | 0550 619A002 1.000 EACH| 575.00000 575.00| 550.00000 550.00| 525.00000 525.00 18" Roadway Pipe End Treatment, Class 1 | | | 0560 619A003 2.000 EACH| 715.00000 1430.00| 685.00000 1370.00| 650.00000 1300.00 24" Roadway Pipe End Treatment, Class 1 | | | 0570 619A004 1.000 EACH| 1000.00000 1000.00| 945.00000 945.00| 900.00000 900.00 30" Roadway Pipe End Treatment, Class 1 | | | 0580 619A100 4.000 EACH| 550.00000 2200.00| 520.00000 2080.00| 495.00000 1980.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0590 619A101 5.000 EACH| 575.00000 2875.00| 550.00000 2750.00| 525.00000 2625.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0600 619A102 6.000 EACH| 725.00000 4350.00| 685.00000 4110.00| 650.00000 3900.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0610 619A103 3.000 EACH| 1000.00000 3000.00| 945.00000 2835.00| 900.00000 2700.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0620 619B023 2.000 EACH| 1650.00000 3300.00| 1575.00000 3150.00| 1500.00000 3000.00 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0630 619B115 4.000 EACH| 550.00000 2200.00| 520.00000 2080.00| 495.00000 1980.00 18" Span, 11" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0640 619B117 10.000 EACH| 725.00000 7250.00| 660.00000 6600.00| 625.00000 6250.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -6 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 620A000 1.000 CUYD| 1200.00000 1200.00| 1050.00000 1050.00| 1000.00000 1000.00 Minor Structure Concrete | | | 0660 621A000 3.000 EACH| 2400.00000 7200.00| 2200.00000 6600.00| 2100.00000 6300.00 Junction Boxes, Type 1, 1P Or 5 | | | 0670 621C015 11.000 EACH| 2200.00000 24200.00| 2050.00000 22550.00| 1950.00000 21450.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0680 621C017 1.000 EACH| 2420.00000 2420.00| 2310.00000 2310.00| 2200.00000 2200.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0690 621C027 1.000 EACH| 2375.00000 2375.00| 2075.00000 2075.00| 1975.00000 1975.00 Inlets, Type C | | | 0700 621C032 1.000 EACH| 3550.00000 3550.00| 3500.00000 3500.00| 3250.00000 3250.00 Inlets, Type C (Modified) | | | 0710 621D002 1.000 EACH| 550.00000 550.00| 525.00000 525.00| 500.00000 500.00 Inlet Units, Type C | | | 0720 621D015 2.000 EACH| 550.00000 1100.00| 525.00000 1050.00| 500.00000 1000.00 Inlet Units, Type S1 Or S3 | | | 0730 621E015 9.000 EACH| 2000.00000 18000.00| 2600.00000 23400.00| 2469.10000 22221.90 Manholes, Type M (Sanitary) | | | 0740 621F014 21.000 EACH| 350.00000 7350.00| 430.00000 9030.00| 407.10000 8549.10 Manhole Units, Type M (Sanitary) | | | 0750 623A001 382.000 LF | 21.00000 8022.00| 16.85000 6436.70| 20.00000 7640.00 Concrete Gutter (Valley) | | | 0760 623B000 113.000 LF | 16.50000 1864.50| 13.20000 1491.60| 15.50000 1751.50 Concrete Curb, Type N | | | 0770 623C000 2932.000 LF | 10.50000 30786.00| 11.05000 32398.60| 9.85000 28880.20 Combination Curb & Gutter, Type C | | | 0780 634A002 74.000 LF | 30.00000 2220.00| 17.50000 1295.00| 12.00000 888.00 Industrial Fence, 6 Feet High | | | 0790 634C000 1830.000 LF | 26.00000 47580.00| 23.50000 43005.00| 12.00000 21960.00 Industrial Fence, 6 Feet High Plus | | | Barbed Wire (Vertical Arms) | | | 0800 634D010 1.000 EACH| 950.00000 950.00| 550.00000 550.00| 350.00000 350.00 Gate, 10 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 0810 634D030 6.000 EACH| 1500.00000 9000.00| 2200.00000 13200.00| 1500.00000 9000.00 Gate, 30 Feet Wide, Complete With | | | Fittings (With Barbed Wire) | | | 0820 634E000 10.000 LF | 75.00000 750.00| 53.00000 530.00| 20.00000 200.00 Industrial Fence, 6 Feet High, Special | | | Mounting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -7 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 637A000 1380.000 LF | 10.00000 13800.00| 19.25000 26565.00| 7.00000 9660.00 Fence Reset | | | 0840 641A616 256.000 LF | 90.00000 23040.00| 140.00000 35840.00| 140.00000 35840.00 10 Inch Ductile Iron Water Main Laid | | | 0850 641A622 3831.000 LF | 165.00000 632115.00| 135.50000 519100.50| 135.30000 518334.30 16 Inch Ductile Iron Water Main Laid | | | 0860 641A686 726.000 LF | 160.00000 116160.00| 147.00000 106722.00| 146.70000 106504.20 10 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0870 641A688 419.000 LF | 45.00000 18855.00| 128.00000 53632.00| 127.80000 53548.20 12 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0880 641A692 1145.000 LF | 80.00000 91600.00| 151.00000 172895.00| 150.80000 172666.00 16 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0890 645A510 422.000 LF | 35.00000 14770.00| 55.00000 23210.00| 55.00000 23210.00 8 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 0900 645A514 1679.000 LF | 50.00000 83950.00| 57.00000 95703.00| 56.60000 95031.40 12 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 0910 649A550 30.000 LF | 200.00000 6000.00| 117.00000 3510.00| 117.00000 3510.00 18 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0920 649A650 140.000 LF | 225.00000 31500.00| 146.00000 20440.00| 145.70000 20398.00 18 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0930 649A660 471.000 LF | 165.00000 77715.00| 186.00000 87606.00| 185.30000 87276.30 24 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0940 649A665 340.000 LF | 325.00000 110500.00| 238.00000 80920.00| 237.00000 80580.00 30 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0950 650A000 7420.000 CUYD| 4.75000 35245.00| 8.40000 62328.00| 15.00000 111300.00 Topsoil | | | 0960 651B000 26.000 TON | 35.00000 910.00| 31.85000 828.10| 35.00000 910.00 Agricultural Limestone | | | 0970 651F000 1.000 TON | 425.00000 425.00| 400.00000 400.00| 350.00000 350.00 Ammonium Nitrate | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -8 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 652A056 23.000 ACRE| 400.00000 9200.00| 400.00000 9200.00| 500.00000 11500.00 Seeding (Mix 2E) | | | 0990 652B053 2.000 ACRE| 400.00000 800.00| 400.00000 800.00| 320.00000 640.00 Temporary Seeding (Mix 2AT) | | | 1000 652C000 13.000 ACRE| 45.00000 585.00| 45.00000 585.00| 60.00000 780.00 Mowing | | | 1010 652D054 2.000 ACRE| 400.00000 800.00| 375.00000 750.00| 300.00000 600.00 Seeding In Stubble (Mix 2A) | | | 1020 654A000 812.000 SQYD| 3.25000 2639.00| 3.25000 2639.00| 6.00000 4872.00 Solid Sodding | | | 1030 656A000 25.000 ACRE| 375.00000 9375.00| 350.00000 8750.00| 475.00000 11875.00 Mulching, Class A, Type 1 | | | 1040 659A000 200.000 SQYD| 1.40000 280.00| 1.30000 260.00| 3.00000 600.00 Erosion Control Netting, Class A | | | 1050 660C024 10.000 EACH| 55.00000 550.00| 55.00000 550.00| 50.00000 500.00 Shrubs, Buxus Sempervirens (American | | | Boxwood) | | | 1060 660C048 4.000 EACH| 40.00000 160.00| 55.00000 220.00| 50.00000 200.00 Shrubs, Ilex Vomitoria Nana (Dwarf | | | Yaupon Holly) | | | 1070 660C082 5.000 EACH| 30.00000 150.00| 55.00000 275.00| 50.00000 250.00 Shrubs, Prunus Caroliniana | | | (Cherry-Laurel) | | | 1080 660C098 1.000 EACH| 65.00000 65.00| 55.00000 55.00| 50.00000 50.00 Shrubs, Pyracantha Koidzumii (Formosa | | | Pyracantha) | | | 1090 660C172 10.000 EACH| 45.00000 450.00| 55.00000 550.00| 50.00000 500.00 Shrubs, Ligustrum Japonica(Waxleaf | | | Ligustrum) | | | 1100 660D033 1.000 EACH| 150.00000 150.00| 1000.00000 1000.00| 150.00000 150.00 Trees, Juniperus Virginiana (Eastern | | | Redcedar) | | | 1110 665D000 1200.000 LF | 3.75000 4500.00| 17.00000 20400.00| 5.00000 6000.00 Temporary Wire Fence (Including Posts) | | | 1120 665J000 12466.000 LF | 2.35000 29295.10| 2.00000 24932.00| 2.50000 31165.00 Silt Fence, Type A | | | 1130 665O001 12466.000 LF | 0.25000 3116.50| 0.25000 3116.50| 0.50000 6233.00 Silt Fence Removal | | | 1140 665Q000 480.000 LF | 5.50000 2640.00| 5.30000 2544.00| 7.50000 3600.00 12 Inch Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -9 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1150 665Q001 990.000 LF | 6.50000 6435.00| 6.40000 6336.00| 9.25000 9157.50 20 Inch Wattle | | | 1160 666A001 13.000 ACRE| 15.00000 195.00| 10.10000 131.30| 0.01000 0.13 Pest Control Treatment | | | 1170 674A000 2480.000 LF | 2.50000 6200.00| 17.35000 43028.00| 7.30000 18104.00 Construction Safety Fence | | | 1180 680A000 LUMP| 40000.00000 40000.00| 85000.00000 85000.00| 200000.00000 200000.00 Engineering Controls | | | 1190 701A028 5.000 MILE| 1550.00000 7750.00| 1627.50000 8137.50| 1550.00000 7750.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1200 701A041 5.000 MILE| 990.00000 4950.00| 1039.50000 5197.50| 990.00000 4950.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1210 701A046 3.000 MILE| 990.00000 2970.00| 1039.50000 3118.50| 990.00000 2970.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1220 701A048 5.000 MILE| 1725.00000 8625.00| 1811.25000 9056.25| 1725.00000 8625.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1230 701B009 1792.000 LF | 0.82000 1469.44| 0.90000 1612.80| 0.82000 1469.44 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1240 701C000 27.000 MILE| 520.00000 14040.00| 546.00000 14742.00| 520.00000 14040.00 Broken Temporary Traffic Stripe | | | 1250 701C001 58.000 MILE| 580.00000 33640.00| 610.00000 35380.00| 580.00000 33640.00 Solid Temporary Traffic Stripe | | | 1260 701C006 5.000 MILE| 6800.00000 34000.00| 7140.00000 35700.00| 6800.00000 34000.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1270 701C009 1.000 MILE| 3200.00000 3200.00| 3360.00000 3360.00| 3200.00000 3200.00 Broken Temporary Traffic | | | Stripe(Removable Tape) | | | 1280 701D007 1.000 MILE| 1600.00000 1600.00| 1680.00000 1680.00| 1600.00000 1600.00 Solid Traffic Stripe Removed (Paint) | | | 1290 701D008 4.000 MILE| 1700.00000 6800.00| 1785.00000 7140.00| 1700.00000 6800.00 Solid Traffic Stripe Removed (Plastic) | | | 1300 701D009 5.000 MILE| 1500.00000 7500.00| 1575.00000 7875.00| 1500.00000 7500.00 Solid Traffic Stripe Removed (Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -10 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1310 701D015 1.000 MILE| 1550.00000 1550.00| 1627.50000 1627.50| 1550.00000 1550.00 Broken Traffic Stripe Removed (Plastic) | | | 1320 701D016 1.000 MILE| 1200.00000 1200.00| 1260.00000 1260.00| 1200.00000 1200.00 Broken Traffic Stripe Removed (Tape) | | | 1330 701F000 3584.000 LF | 0.25000 896.00| 0.30000 1075.20| 0.25000 896.00 Dotted Temporary Traffic Stripe | | | 1340 701H011 830.000 LF | 1.00000 830.00| 1.05000 871.50| 1.00000 830.00 Dotted Traffic Stripe Removed (Plastic) | | | 1350 703A002 2759.000 SQFT| 2.50000 6897.50| 2.65000 7311.35| 2.50000 6897.50 Traffic Control Markings, Class 2, Type | | | A | | | 1360 703B002 881.000 SQFT| 3.50000 3083.50| 3.70000 3259.70| 3.50000 3083.50 Traffic Control Legends, Class 2, Type | | | 1370 703C003 461.000 SQFT| 4.00000 1844.00| 4.20000 1936.20| 4.00000 1844.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Tape) | | | 1380 703D000 461.000 SQFT| 12.50000 5762.50| 13.15000 6062.15| 12.50000 5762.50 Temporary Traffic Control Markings(Tape | | | 1390 703D001 10167.000 SQFT| 1.50000 15250.50| 1.60000 16267.20| 1.50000 15250.50 Temporary Traffic Control Markings | | | 1400 703E001 470.000 SQFT| 1.50000 705.00| 1.60000 752.00| 1.50000 705.00 Temporary Traffic Control Legends | | | 1410 705A022 280.000 EACH| 6.00000 1680.00| 6.30000 1764.00| 6.00000 1680.00 Pavement Markers, Class C, Type 2-C | | | 1420 705A023 1055.000 EACH| 6.00000 6330.00| 6.30000 6646.50| 6.00000 6330.00 Pavement Markers, Class C, Type 2-D | | | 1430 705A030 157.000 EACH| 5.25000 824.25| 5.50000 863.50| 5.25000 824.25 Pavement Markers, Class A-H, Type 2-C | | | 1440 705A031 328.000 EACH| 5.25000 1722.00| 5.50000 1804.00| 5.25000 1722.00 Pavement Markers, Class A-H, Type 1-A | | | 1450 705A037 575.000 EACH| 5.25000 3018.75| 5.50000 3162.50| 5.25000 3018.75 Pavement Markers, Class A-H, Type 2-D | | | 1460 707B003 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 130.00000 130.00 Type A Hazard Marker Installation | | | 1470 709A001 2.000 EACH| 140.00000 280.00| 150.00000 300.00| 120.00000 240.00 Milepost, Type B | | | 1480 710A115 139.000 SQFT| 17.00000 2363.00| 16.00000 2224.00| 14.00000 1946.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -11 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 710A125 17.000 SQFT| 21.00000 357.00| 19.00000 323.00| 16.75000 284.75 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1500 710A126 88.000 SQFT| 20.00000 1760.00| 20.00000 1760.00| 17.50000 1540.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1510 710B001 532.000 LF | 5.50000 2926.00| 5.30000 2819.60| 4.75000 2527.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1520 730A002 LUMP| 3375.00000 3375.00| 3360.00000 3360.00| 3200.00000 3200.00 Removal Of Existing Traffic Control | | | Unit (US-31 AT SOUTHLAWN DRIVE) | | | 1530 730A003 LUMP| 3375.00000 3375.00| 3360.00000 3360.00| 3200.00000 3200.00 Removal Of Existing Traffic Control | | | Unit (US-31 AT GREENLEAF DRIVE) | | | 1540 730A012 LUMP| 2325.00000 2325.00| 2310.00000 2310.00| 2200.00000 2200.00 Removal Of Existing Traffic Control | | | Unit (Partial)( US-31 AT US-80 RAMPS) | | | 1550 730A013 LUMP| 3175.00000 3175.00| 3150.00000 3150.00| 3000.00000 3000.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US-31 AT KINGSWOOD ROAD)| | | 1560 730C000 LUMP| 8450.00000 8450.00| 8400.00000 8400.00| 8000.00000 8000.00 Furnishing And Installing Traffic | | | Control Unit (US-31 AT US-80 RAMPS) | | | 1570 730C001 LUMP| 11650.00000 11650.00| 11550.00000 11550.00| 11000.00000 11000.00 Furnishing And Installing Traffic | | | Control Unit (US-31 AT KINGSWOOD ROAD) | | | 1580 730C002 LUMP| 8375.00000 8375.00| 8347.50000 8347.50| 7950.00000 7950.00 Furnishing And Installing Traffic | | | Control Unit (US-31 AT SOUTHLAWN DRIVE) | | | 1590 730C003 LUMP| 10000.00000 10000.00| 9922.50000 9922.50| 9450.00000 9450.00 Furnishing And Installing Traffic | | | Control Unit (US-31 AT GREENLEAF DRIVE) | | | 1600 730E000 8.000 EACH| 2225.00000 17800.00| 2205.00000 17640.00| 2100.00000 16800.00 Metal Traffic Signal Pole Foundation | | | 1610 730G001 8.000 EACH| 6150.00000 49200.00| 6090.00000 48720.00| 5800.00000 46400.00 Metal Traffic Signal Strain Pole | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -12 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1620 730L003 770.000 LF | 3.20000 2464.00| 3.15000 2425.50| 3.00000 2310.00 1", Non-Metallic, Conduit | | | 1630 730L005 100.000 LF | 5.25000 525.00| 5.25000 525.00| 5.00000 500.00 2", Non-Metallic, Conduit | | | 1640 730N010 6.000 EACH| 105.00000 630.00| 105.00000 630.00| 100.00000 600.00 Luminaire Extension Assembly, 12' | | | 1650 730P022 24.000 EACH| 810.00000 19440.00| 804.30000 19303.20| 766.00000 18384.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1660 730P024 9.000 EACH| 1200.00000 10800.00| 1191.75000 10725.75| 1135.00000 10215.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1670 730Q011 2.000 EACH| 635.00000 1270.00| 633.15000 1266.30| 603.00000 1206.00 Pedestrian Signal Head, Type LED | | | 1680 730R022 4.000 EACH| 9700.00000 38800.00| 9660.00000 38640.00| 9200.00000 36800.00 Controller Assembly, Type III, 8 Phase | | | 1690 730U007 LUMP| 42000.00000 42000.00| 42000.00000 42000.00| 40000.00000 40000.00 Furnishing And Installing Video | | | Detection System (US-31 AT US-80 RAMPS) | | | 1700 730U008 LUMP| 41000.00000 41000.00| 40950.00000 40950.00| 39000.00000 39000.00 Furnishing And Installing Video | | | Detection System (US-31 AT KINGSWOOD | | | ROAD) | | | 1710 730U009 LUMP| 31500.00000 31500.00| 31185.00000 31185.00| 29700.00000 29700.00 Furnishing And Installing Video | | | Detection System (US-31 AT SOUTHLAWN | | | DRIVE) | | | 1720 730U010 LUMP| 31000.00000 31000.00| 30975.00000 30975.00| 29500.00000 29500.00 Furnishing And Installing Video | | | Detection System (US-31 AT GREENLEAF | | | DRIVE) | | | 1730 740B000 1091.000 SQFT| 9.50000 10364.50| 10.50000 11455.50| 7.25000 7909.75 Construction Signs | | | 1740 740D000 510.000 EACH| 75.00000 38250.00| 62.00000 31620.00| 51.00000 26010.00 Channelizing Drums | | | 1750 740E000 250.000 EACH| 12.00000 3000.00| 18.00000 4500.00| 20.00000 5000.00 Cones (36 Inches High) | | | 1760 740F002 18.000 EACH| 275.00000 4950.00| 250.00000 4500.00| 175.00000 3150.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 039 -13 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040924039 COUNTIES : MONTGOMERY LETTING DATE : 09/24/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19047 |( 2 ) 01087 |( 3 ) 14001 |SOUTHEAST CHEROKEE CONSTRUC |APAC-SOUTHEAST, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1770 740I005 12.000 EACH| 650.00000 7800.00| 450.00000 5400.00| 475.00000 5700.00 Warning Lights, Type B (Detachable Head | | | 1780 740M001 250.000 EACH| 7.50000 1875.00| 8.40000 2100.00| 10.00000 2500.00 Ballast For Cone | | | 1790 740O000 1.000 EACH| 2650.00000 2650.00| 5000.00000 5000.00| 2500.00000 2500.00 Pilot Car | | | 1800 741C010 2.000 EACH| 5800.00000 11600.00| 4000.00000 8000.00| 3800.00000 7600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1810 742A001 2.000 EACH| 15500.00000 31000.00| 12000.00000 24000.00| 14000.00000 28000.00 Portable Changeable Message Sign, Type | | | 1820 750Z100 LUMP| 300000.00000 300000.00| 294000.00000 294000.00| 280000.00000 280000.00 Roadway Lighting System (Rehabilitation | | | 1830 999 000 2500.000 HOUR| 0.80000 2000.00| 0.80000 2000.00| 0.80000 2000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,298,961.13| $ 6,599,926.36| $ 7,152,121.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,298,961.13| $ 6,599,926.36| $ 7,152,121.36 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20040924046 COUNTIES : CULLMAN LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-022-091-002 for constructing the Resurfacing and Traffic Stripe on S.R.#91 from S.R.#69 at Wilburn to MP 9.180 near Arkadelphia. Length 7.230 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 1,271,899.58 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,299,746.92 102.1894% 3 23009 WHITAKER CONTRACTING CORPORATION $ 1,344,306.67 105.6928% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,465,331.71 115.2081% 5 01087 APAC-SOUTHEAST, INC. $ 1,774,960.21 139.5519% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040924046 COUNTIES : CULLMAN LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 23009 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B108 109441.000 SQYD| 0.69280 75820.72| 0.68000 74419.88| 0.69280 75820.72 Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 6567.000 GAL | 1.50000 9850.50| 1.20000 7880.40| 0.80000 5253.60 Tack Coat | | | 0030 408A053 6000.000 SQYD| 2.00000 12000.00| 2.28000 13680.00| 1.85000 11100.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A340 6841.000 TON | 40.17000 274802.97| 39.80000 272271.80| 43.07000 294641.87 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424B636 17785.000 TON | 35.23000 626565.55| 35.64000 633857.40| 35.16000 625320.60 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0060 424B644 990.000 TON | 35.23000 34877.70| 53.03000 52499.70| 44.69000 44243.10 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 430B040 5706.000 TON | 13.69000 78115.14| 9.80000 55918.80| 8.33000 47530.98 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0080 600A000 LUMP| 11500.00000 11500.00| 53773.00000 53773.00| 105000.00000 105000.00 Mobilization | | | 0090 701C000 4.000 MILE| 625.00000 2500.00| 545.40000 2181.60| 540.00000 2160.00 Broken Temporary Traffic Stripe | | | 0100 701C001 69.000 MILE| 675.00000 46575.00| 626.20000 43207.80| 620.00000 42780.00 Solid Temporary Traffic Stripe | | | 0110 701G125 270.000 LF | 4.50000 1215.00| 5.05000 1363.50| 5.00000 1350.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0120 701G133 270.000 LF | 4.50000 1215.00| 5.05000 1363.50| 5.00000 1350.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0130 701H001 540.000 LF | 0.50000 270.00| 1.01000 545.40| 1.00000 540.00 Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040924046 COUNTIES : CULLMAN LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 23009 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701I013 19.000 MILE| 2400.00000 45600.00| 1919.00000 36461.00| 1900.00000 36100.00 Solid White, Class 2, Type A Traffic | | | Stripe(Tpe 1 And 4 Beads)(0. | | | 09"Thick)(6"Wide) | | | 0150 701I019 17.000 MILE| 2400.00000 40800.00| 2171.50000 36915.50| 2150.00000 36550.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe(Type 1 And 4 Beads)(0.09" | | | Thick)(6" Wide) | | | 0160 701I021 2.000 MILE| 900.00000 1800.00| 1191.80000 2383.60| 1180.00000 2360.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe(Type 1 And 4 Beads)(0.09" | | | Thick)(6"Wide) | | | 0170 703A002 192.000 SQFT| 3.00000 576.00| 5.05000 969.60| 5.00000 960.00 Traffic Control Markings, Class 2, Type | | | A | | | 0180 705A032 118.000 EACH| 6.00000 708.00| 5.56000 656.08| 5.50000 649.00 Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 940.000 EACH| 6.00000 5640.00| 5.56000 5226.40| 5.50000 5170.00 Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 484.000 SQFT| 2.00000 968.00| 7.69000 3721.96| 7.70000 3726.80 Construction Signs | | | 0210 740D000 50.000 EACH| 2.00000 100.00| 1.00000 50.00| 10.00000 500.00 Channelizing Drums | | | 0220 740E000 200.000 EACH| 2.00000 400.00| 1.00000 200.00| 6.00000 1200.00 Cones (36 Inches High) | | | 0230 740M001 200.000 EACH| 0.00000 0.00| 1.00000 200.00| 0.00000 0.00 Ballast For Cone | | | SECTION TOTALS | $ 1,271,899.58| $ 1,299,746.92| $ 1,344,306.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,271,899.58| $ 1,299,746.92| $ 1,344,306.67 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040924046 COUNTIES : CULLMAN LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 04013 |( 5 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B108 109441.000 SQYD| 0.79000 86458.39| 0.76000 83175.16| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 6567.000 GAL | 1.17000 7683.39| 1.30000 8537.10| Tack Coat | | | 0030 408A053 6000.000 SQYD| 3.84000 23040.00| 6.95000 41700.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A340 6841.000 TON | 44.47000 304219.27| 56.20000 384464.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424B636 17785.000 TON | 39.25000 698061.25| 49.35000 877689.75| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0060 424B644 990.000 TON | 54.21000 53667.90| 72.60000 71874.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 430B040 5706.000 TON | 16.57000 94548.42| 26.20000 149497.20| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0080 600A000 LUMP| 41350.55000 41350.55| 2200.00000 2200.00| Mobilization | | | 0090 701C000 4.000 MILE| 616.41000 2465.64| 600.00000 2400.00| Broken Temporary Traffic Stripe | | | 0100 701C001 69.000 MILE| 707.73000 48833.37| 689.00000 47541.00| Solid Temporary Traffic Stripe | | | 0110 701G125 270.000 LF | 5.71000 1541.70| 5.60000 1512.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0120 701G133 270.000 LF | 5.71000 1541.70| 5.60000 1512.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0130 701H001 540.000 LF | 1.14000 615.60| 1.10000 594.00| Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040924046 COUNTIES : CULLMAN LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 04013 |( 5 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701I013 19.000 MILE| 2168.85000 41208.15| 2110.00000 40090.00| Solid White, Class 2, Type A Traffic | | | Stripe(Tpe 1 And 4 Beads)(0. | | | 09"Thick)(6"Wide) | | | 0150 701I019 17.000 MILE| 2454.22000 41721.74| 2390.00000 40630.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe(Type 1 And 4 Beads)(0.09" | | | Thick)(6" Wide) | | | 0160 701I021 2.000 MILE| 1346.97000 2693.94| 1310.00000 2620.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe(Type 1 And 4 Beads)(0.09" | | | Thick)(6"Wide) | | | 0170 703A002 192.000 SQFT| 5.71000 1096.32| 5.60000 1075.20| Traffic Control Markings, Class 2, Type | | | A | | | 0180 705A032 118.000 EACH| 6.28000 741.04| 6.10000 719.80| Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 940.000 EACH| 6.28000 5903.20| 6.10000 5734.00| Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 484.000 SQFT| 8.71000 4215.64| 8.45000 4089.80| Construction Signs | | | 0210 740D000 50.000 EACH| 36.05000 1802.50| 69.30000 3465.00| Channelizing Drums | | | 0220 740E000 200.000 EACH| 6.01000 1202.00| 11.70000 2340.00| Cones (36 Inches High) | | | 0230 740M001 200.000 EACH| 3.60000 720.00| 7.50000 1500.00| Ballast For Cone | | | SECTION TOTALS | $ 1,465,331.71| $ 1,774,960.21| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,465,331.71| $ 1,774,960.21| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20040924047 COUNTIES : HOUSTON LETTING DATE : 09/24/04 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-035-052-002 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#52 from S.R.#95 to the Georgia state line in Columbia. Length 2.272 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 755,222.09 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 778,506.10 103.0831% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040924047 COUNTIES : HOUSTON LETTING DATE : 09/24/04 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 836.000 LF | 1.50000 1254.00| 1.50000 1254.00| Removing Guardrail | | | 0020 209A000 2.000 EACH| 153.23000 306.46| 150.00000 300.00| Mailbox Reset, Single | | | 0030 210D021 2484.000 CUYD| 9.79000 24318.36| 4.00000 9936.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 212A000 131.000 STA | 70.00000 9170.00| 75.00000 9825.00| Machine Grading Shoulders | | | 0050 405A000 1425.000 GAL | 4.98000 7096.50| 3.00000 4275.00| Tack Coat | | | 0060 408A052 47470.000 SQYD| 1.34000 63609.80| 1.50000 71205.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 410H000 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| Material Remixing Device | | | 0080 424A361 3915.000 TON | 55.80000 218457.00| 59.50000 232942.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 5000.000 TON | 53.14000 265700.00| 42.50000 212500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 24000.00000 24000.00| 75000.00000 75000.00| Mobilization | | | 0110 630A001 500.000 LF | 17.50000 8750.00| 17.50000 8750.00| Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C003 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| Guardrail End Anchor, Type 13 | | | 0130 630C050 5.000 EACH| 1650.00000 8250.00| 1650.00000 8250.00| Guardrail End Anchor, Type 20 Series | | | 0140 651B000 8.000 TON | 25.00000 200.00| 35.00000 280.00| Agricultural Limestone | | | 0150 652A061 4.000 ACRE| 425.00000 1700.00| 370.00000 1480.00| Seeding (Mix 3E) | | | 0160 654A001 1842.000 SQYD| 3.70000 6815.40| 3.00000 5526.00| Solid Sodding (Bermuda) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040924047 COUNTIES : HOUSTON LETTING DATE : 09/24/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 656A000 4.000 ACRE| 425.00000 1700.00| 350.00000 1400.00| Mulching, Class A, Type 1 | | | 0180 665F000 100.000 EACH| 4.75000 475.00| 7.00000 700.00| Hay Bales | | | 0190 665J000 1500.000 LF | 3.50000 5250.00| 3.00000 4500.00| Silt Fence, Type A | | | 0200 665O001 1500.000 LF | 0.50000 750.00| 0.10000 150.00| Silt Fence Removal | | | 0210 680A000 LUMP| 3308.97000 3308.97| 25000.00000 25000.00| Engineering Controls | | | 0220 701A028 5.000 MILE| 1500.00000 7500.00| 1500.00000 7500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0230 701A046 2.000 MILE| 950.00000 1900.00| 950.00000 1900.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701A048 4.000 MILE| 1700.00000 6800.00| 1700.00000 6800.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701B009 400.000 LF | 0.80000 320.00| 0.80000 320.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0260 701C000 5.000 MILE| 420.00000 2100.00| 420.00000 2100.00| Broken Temporary Traffic Stripe | | | 0270 701C001 17.000 MILE| 490.00000 8330.00| 490.00000 8330.00| Solid Temporary Traffic Stripe | | | 0280 701D007 1.000 MILE| 1600.00000 1600.00| 1600.00000 1600.00| Solid Traffic Stripe Removed (Paint) | | | 0290 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Plastic) | | | 0300 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0310 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0320 701G125 3696.000 LF | 3.53000 13046.88| 3.53000 13046.88| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0330 701G129 1142.000 LF | 1.75000 1998.50| 1.75000 1998.50| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040924047 COUNTIES : HOUSTON LETTING DATE : 09/24/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 701G133 1412.000 LF | 3.73000 5266.76| 3.73000 5266.76| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0350 703A002 5180.000 SQFT| 2.50000 12950.00| 2.50000 12950.00| Traffic Control Markings, Class 2, Type | | | A | | | 0360 703B002 824.000 SQFT| 3.50000 2884.00| 3.50000 2884.00| Traffic Control Legends, Class 2, Type | | | 0370 703D001 1436.000 SQFT| 1.30000 1866.80| 1.30000 1866.80| Temporary Traffic Control Markings | | | 0380 703E001 711.000 SQFT| 1.30000 924.30| 1.30000 924.30| Temporary Traffic Control Legends | | | 0390 705A030 56.000 EACH| 5.00000 280.00| 5.00000 280.00| Pavement Markers, Class A-H, Type 2-C | | | 0400 705A031 40.000 EACH| 5.00000 200.00| 5.00000 200.00| Pavement Markers, Class A-H, Type 1-A | | | 0410 705A032 586.000 EACH| 5.00000 2930.00| 5.00000 2930.00| Pavement Markers, Class A-H, Type 1-B | | | 0420 705A037 539.000 EACH| 5.00000 2695.00| 5.00000 2695.00| Pavement Markers, Class A-H, Type 2-D | | | 0430 705A038 180.000 EACH| 5.00000 900.00| 5.00000 900.00| Pavement Markers, Class A-H, Type 2-E | | | 0440 740B000 878.000 SQFT| 7.62000 6690.36| 7.62000 6690.36| Construction Signs | | | 0450 740E000 100.000 EACH| 13.59000 1359.00| 15.00000 1500.00| Cones (36 Inches High) | | | 0460 740M001 100.000 EACH| 10.19000 1019.00| 5.00000 500.00| Ballast For Cone | | | 0470 740O000 1.000 EACH| 1000.00000 1000.00| 2500.00000 2500.00| Pilot Car | | | SECTION TOTALS | $ 755,222.09| $ 778,506.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 755,222.09| $ 778,506.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20040924048 COUNTIES : MARION LETTING DATE : 09/24/04 10:00 AM DIVISION : 02 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-047-044-001 for constructing the Widening, Resurfacing, Traffic Stripe and Slope Correction on S.R.#44 from MP 0.000 in Guin to S.R.#129 in Brilliant. Length 9.537 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONSTRUCTION, INC. $ 5,143,035.15 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 5,775,625.20 112.2999% 3 01087 APAC-SOUTHEAST, INC. $ 5,950,856.54 115.7071% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040924048 COUNTIES : MARION LETTING DATE : 09/24/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07003 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |R.E. GRILLS CONSTRUCTION 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 201A000 LUMP| 50000.00000 50000.00| 6000.00000 6000.00| 22478.42000 22478.42 Clearing & Grubbing (Approximately 2 | | | acres | | | 0020 206C010 217.000 SQYD| 10.00000 2170.00| 12.00000 2604.00| 18.98000 4118.66 Removing Concrete Driveway | | | 0030 206D000 512.000 LF | 2.00000 1024.00| 7.00000 3584.00| 10.21000 5227.52 Removing Pipe | | | 0040 209A000 13.000 EACH| 100.00000 1300.00| 150.00000 1950.00| 160.09000 2081.17 Mailbox Reset, Single | | | 0050 209A001 4.000 EACH| 130.00000 520.00| 360.00000 1440.00| 198.82000 795.28 Mailbox Reset, Double | | | 0060 209A002 1.000 EACH| 150.00000 150.00| 400.00000 400.00| 198.82000 198.82 Mailbox Reset, Multiple | | | 0070 210A000 28412.000 CUYD| 4.00000 113648.00| 3.60000 102283.20| 4.79000 136093.48 Unclassified Excavation | | | 0080 210D011 38823.000 CUYD| 6.50000 252349.50| 5.00000 194115.00| 11.53000 447629.19 Borrow Excavation (A-4 or Better) | | | 0090 214A000 1422.000 CUYD| 6.50000 9243.00| 11.00000 15642.00| 3.41000 4849.02 Structure Excavation | | | 0100 214B002 439.000 CUYD| 25.00000 10975.00| 19.00000 8341.00| 13.84000 6075.76 Foundation Backfill, Commercial (ALDOT | | | #467) | | | 0110 243A035 10222.000 SQYD| 3.00000 30666.00| 1.00000 10222.00| 3.99000 40785.78 Geosynthetic Reinforcement For Soft | | | Soil Stabilization, Type 3 | | | 0120 247A003 16934.000 CUYD| 100.00000 1693400.00| 88.00000 1490192.00| 106.50000 1803471.00 Geofoam Blocks Type EPS100 | | | 0130 301A008 272.000 SQYD| 6.00000 1632.00| 6.00000 1632.00| 19.06000 5184.32 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0140 305B060 5791.000 TON | 17.00000 98447.00| 18.00000 104238.00| 18.60000 107712.60 Crushed Aggregate, Section 825, type B, | | | For Miscellaneous Use | | | 0150 401B108 156267.000 SQYD| 0.69120 108011.75| 0.80000 125013.60| 0.74000 115637.58 Bituminous Treatment G (With Polymer | | | Additive) | | | 0160 405A000 13804.000 GAL | 1.05000 14494.20| 1.10000 15184.40| 1.14000 15736.56 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040924048 COUNTIES : MARION LETTING DATE : 09/24/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07003 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |R.E. GRILLS CONSTRUCTION CO |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 408A051 3128.000 SQYD| 5.00000 15640.00| 2.50000 7820.00| 1.97000 6162.16 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0180 424A336 5667.000 TON | 37.40000 211945.80| 58.00000 328686.00| 46.64000 264308.88 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range A/B | | | 0190 424A338 500.000 TON | 45.00000 22500.00| 76.00000 38000.00| 53.57000 26785.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/8" Maximum | | | Aggregate Size Mix,Esal Range A/B | | | 0200 424B635 15535.000 TON | 33.80000 525083.00| 47.00000 730145.00| 41.29000 641440.15 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0210 424B673 22346.000 TON | 32.90000 735183.40| 48.00000 1072608.00| 40.69000 909258.74 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0220 424C344 500.000 TON | 48.00000 24000.00| 75.00000 37500.00| 80.12000 40060.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0230 424C350 4257.000 TON | 36.40000 154954.80| 49.00000 208593.00| 41.04000 174707.28 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0240 430B014 313.000 TON | 23.00000 7199.00| 14.00000 4382.00| 12.57000 3934.41 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0250 430B019 5111.000 TON | 21.00000 107331.00| 15.00000 76665.00| 29.82000 152410.02 Aggregate Surfacing (ALDOT #57 Or #78) | | | 0260 530A000 32.000 LF | 26.00000 832.00| 21.00000 672.00| 44.73000 1431.36 15" Roadway Pipe (Class 3 R.C.) | | | 0270 530A002 218.000 LF | 45.00000 9810.00| 36.00000 7848.00| 49.96000 10891.28 24" Roadway Pipe (Class 3 R.C.) | | | 0280 530A003 72.000 LF | 68.00000 4896.00| 40.00000 2880.00| 75.02000 5401.44 30" Roadway Pipe (Class 3 R.C.) | | | 0290 530A004 144.000 LF | 92.00000 13248.00| 63.00000 9072.00| 63.40000 9129.60 36" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040924048 COUNTIES : MARION LETTING DATE : 09/24/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07003 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |R.E. GRILLS CONSTRUCTION CO |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 530A100 16.000 LF | 24.00000 384.00| 23.00000 368.00| 107.03000 1712.48 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0310 530A101 92.000 LF | 29.00000 2668.00| 32.00000 2944.00| 80.60000 7415.20 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530A102 224.000 LF | 45.00000 10080.00| 34.00000 7616.00| 66.77000 14956.48 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 530A103 136.000 LF | 68.00000 9248.00| 42.00000 5712.00| 76.02000 10338.72 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0340 530A104 116.000 LF | 92.00000 10672.00| 61.00000 7076.00| 94.81000 10997.96 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0350 530A105 32.000 LF | 118.00000 3776.00| 94.00000 3008.00| 149.83000 4794.56 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0360 530A106 96.000 LF | 150.00000 14400.00| 98.00000 9408.00| 131.90000 12662.40 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0370 530A108 220.000 LF | 210.00000 46200.00| 110.00000 24200.00| 155.52000 34214.40 60" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 535A002 168.000 LF | 45.00000 7560.00| 41.00000 6888.00| 57.47000 9654.96 24" Side Drain Pipe | | | 0390 600A000 LUMP| 50000.00000 50000.00| 423000.00000 423000.00| 87410.13000 87410.13 Mobilization | | | 0400 602A000 5.000 EACH| 120.00000 600.00| 200.00000 1000.00| 133.13000 665.65 Right Of Way Markers | | | 0410 606A012 1590.000 LF | 12.50000 19875.00| 9.00000 14310.00| 10.65000 16933.50 6" Underdrain Pipe, Type 8 | | | 0420 608A000 12422.000 SQYD| 2.00000 24844.00| 2.00000 24844.00| 2.40000 29812.80 Separation Geotextile | | | 0430 610C001 169.000 TON | 28.00000 4732.00| 31.00000 5239.00| 37.28000 6300.32 Loose Riprap, Class 2 | | | 0440 610D000 302.000 SQYD| 1.60000 483.20| 2.00000 604.00| 4.26000 1286.52 Filter Blanket | | | 0450 614A000 119.000 CUYD| 250.00000 29750.00| 242.00000 28798.00| 303.53000 36120.07 Slope Paving | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 048 -5 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040924048 COUNTIES : MARION LETTING DATE : 09/24/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07003 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |R.E. GRILLS CONSTRUCTION CO |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 619A001 1.000 EACH| 450.00000 450.00| 575.00000 575.00| 711.26000 711.26 15" Roadway Pipe End Treatment, Class 1 | | | 0470 619A002 6.000 EACH| 500.00000 3000.00| 600.00000 3600.00| 771.56000 4629.36 18" Roadway Pipe End Treatment, Class 1 | | | 0480 619A003 19.000 EACH| 550.00000 10450.00| 650.00000 12350.00| 886.73000 16847.87 24" Roadway Pipe End Treatment, Class 1 | | | 0490 619A054 10.000 EACH| 1000.00000 10000.00| 1300.00000 13000.00| 1495.11000 14951.10 30" Roadway Pipe End Treatment, Class 2 | | | 0500 619A055 6.000 EACH| 1500.00000 9000.00| 1600.00000 9600.00| 1819.40000 10916.40 36" Roadway Pipe End Treatment, Class 2 | | | 0510 619A056 2.000 EACH| 1600.00000 3200.00| 1900.00000 3800.00| 2182.54000 4365.08 42" Roadway Pipe End Treatment, Class 2 | | | 0520 619A057 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2687.74000 5375.48 48" Roadway Pipe End Treatment, Class 2 | | | 0530 619A059 4.000 EACH| 3500.00000 14000.00| 2700.00000 10800.00| 3277.48000 13109.92 60" Roadway Pipe End Treatment, Class 2 | | | 0540 619A102 6.000 EACH| 600.00000 3600.00| 600.00000 3600.00| 886.73000 5320.38 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A231 2.000 EACH| 2000.00000 4000.00| 3100.00000 6200.00| 5375.47000 10750.94 48" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0560 619A233 2.000 EACH| 6000.00000 12000.00| 4000.00000 8000.00| 6554.96000 13109.92 60" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0570 619A263 2.000 EACH| 8000.00000 16000.00| 6000.00000 12000.00| 9832.45000 19664.90 60" Roadway Pipe End Treatment, Class 2 | | | (Triple Line) | | | 0580 620A000 26.000 CUYD| 1200.00000 31200.00| 300.00000 7800.00| 715.40000 18600.40 Minor Structure Concrete | | | 0590 621A000 2.000 EACH| 1750.00000 3500.00| 1800.00000 3600.00| 2686.74000 5373.48 Junction Boxes, Type 1, 1P Or 5 | | | 0600 621C002 1.000 EACH| 1500.00000 1500.00| 2500.00000 2500.00| 2899.80000 2899.80 Inlets, Type C, P1 Or P3 | | | 0610 621D022 1.000 EACH| 400.00000 400.00| 500.00000 500.00| 653.33000 653.33 Inlet Units, Type C, P1 Or P3 | | | 0620 630A001 3950.000 LF | 16.75000 66162.50| 17.00000 67150.00| 18.11000 71534.50 Steel Beam Guardrail, Class A, Type 2 | | | 0630 630C050 34.000 EACH| 2050.00000 69700.00| 1700.00000 57800.00| 1597.50000 54315.00 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 048 -6 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040924048 COUNTIES : MARION LETTING DATE : 09/24/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07003 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |R.E. GRILLS CONSTRUCTION CO |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 650A000 10662.000 CUYD| 7.00000 74634.00| 4.00000 42648.00| 11.59000 123572.58 Topsoil | | | 0650 652A050 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| 532.50000 532.50 Seeding (Mix 1A) | | | 0660 652A053 14.000 ACRE| 500.00000 7000.00| 550.00000 7700.00| 532.50000 7455.00 Seeding (Mix 1E) | | | 0670 652B050 1.000 ACRE| 420.00000 420.00| 450.00000 450.00| 447.30000 447.30 Temporary Seeding (Mix 1AT) | | | 0680 652D050 1.000 ACRE| 650.00000 650.00| 525.00000 525.00| 692.25000 692.25 Seeding In Stubble (Mix 1A) | | | 0690 656A000 1.000 ACRE| 420.00000 420.00| 450.00000 450.00| 447.30000 447.30 Mulching, Class A, Type 1 | | | 0700 656A001 14.000 ACRE| 650.00000 9100.00| 450.00000 6300.00| 692.25000 9691.50 Mulching, Class A, Type 2 | | | 0710 665J000 15000.000 LF | 4.50000 67500.00| 2.50000 37500.00| 3.39000 50850.00 Silt Fence, Type A | | | 0720 665O001 15000.000 LF | 2.00000 30000.00| 0.10000 1500.00| 1.18000 17700.00 Silt Fence Removal | | | 0730 665Q001 1000.000 LF | 7.50000 7500.00| 4.50000 4500.00| 5.70000 5700.00 20 Inch Wattle | | | 0740 680A000 LUMP| 50000.00000 50000.00| 85000.00000 85000.00| 28382.72000 28382.72 Engineering Controls | | | 0750 701A028 20.000 MILE| 1575.00000 31500.00| 1500.00000 30000.00| 1677.38000 33547.60 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0760 701A046 2.000 MILE| 1020.00000 2040.00| 1100.00000 2200.00| 1086.30000 2172.60 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0770 701A048 18.000 MILE| 1775.00000 31950.00| 1700.00000 30600.00| 1890.38000 34026.84 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0780 701C000 4.000 MILE| 580.00000 2320.00| 620.00000 2480.00| 617.70000 2470.80 Broken Temporary Traffic Stripe | | | 0790 701C001 111.000 MILE| 622.00000 69042.00| 620.00000 68820.00| 660.30000 73293.30 Solid Temporary Traffic Stripe | | | 0800 703A002 2634.000 SQFT| 2.50000 6585.00| 2.70000 7111.80| 2.66000 7006.44 Traffic Control Markings, Class 2, Type | | | A | | | 0810 703D001 7902.000 SQFT| 1.50000 11853.00| 1.60000 12643.20| 1.60000 12643.20 Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 048 -7 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040924048 COUNTIES : MARION LETTING DATE : 09/24/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07003 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |R.E. GRILLS CONSTRUCTION CO |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 705A032 60.000 EACH| 5.50000 330.00| 6.00000 360.00| 5.86000 351.60 Pavement Markers, Class A-H, Type 1-B | | | 0830 705A037 1184.000 EACH| 5.50000 6512.00| 6.00000 7104.00| 5.86000 6938.24 Pavement Markers, Class A-H, Type 2-D | | | 0840 740B000 999.000 SQFT| 9.00000 8991.00| 9.00000 8991.00| 8.11000 8101.89 Construction Signs | | | 0850 740D000 10.000 EACH| 80.00000 800.00| 64.00000 640.00| 1.24000 12.40 Channelizing Drums | | | 0860 740E000 100.000 EACH| 25.00000 2500.00| 15.00000 1500.00| 1.24000 124.00 Cones (36 Inches High) | | | 0870 740I005 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 536.02000 1072.04 Warning Lights, Type B (Detachable Head | | | 0880 740M001 100.000 EACH| 5.00000 500.00| 7.00000 700.00| 1.07000 107.00 Ballast For Cone | | | 0890 740O000 1.000 EACH| 1500.00000 1500.00| 15000.00000 15000.00| 1116.69000 1116.69 Pilot Car | | | SECTION TOTALS | $ 5,143,035.15| $ 5,775,625.20| $ 5,950,856.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,143,035.15| $ 5,775,625.20| $ 5,950,856.54 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20040924049 COUNTIES : MARSHALL LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-048-168-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#168 from S.R.#75 in Douglas to S.R.#1 (U.S.#431) in Boaz. Length 10.848 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 2,716,333.07 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040924049 COUNTIES : MARSHALL LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 12246.000 GAL | 1.50000 18369.00| | Tack Coat | | | 0020 408A052 147625.000 SQYD| 0.65000 95956.25| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 6000.000 SQYD| 2.25000 13500.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 408A054 57114.000 SQYD| 1.23000 70250.22| | Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0050 410B000 1.000 EACH| 3000.00000 3000.00| | State Furnished Profilograph | | | 0060 410H000 1.000 EACH| 80000.00000 80000.00| | Material Remixing Device | | | 0070 424A360 15296.000 TON | 41.45000 634019.20| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B651 32890.000 TON | 33.65000 1106748.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 50.000 TON | 60.00000 3000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 1000.000 TON | 41.52000 41520.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B040 16988.000 TON | 10.60000 180072.80| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0120 600A000 LUMP| 265000.00000 265000.00| | Mobilization | | | 0130 701A028 22.000 MILE| 1585.00000 34870.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040924049 COUNTIES : MARSHALL LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A032 16.000 MILE| 1585.00000 25360.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A041 2.000 MILE| 995.00000 1990.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A046 5.000 MILE| 995.00000 4975.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701B009 160.000 LF | 0.95000 152.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0180 701C000 13.000 MILE| 550.00000 7150.00| | Broken Temporary Traffic Stripe | | | 0190 701C001 74.000 MILE| 565.00000 41810.00| | Solid Temporary Traffic Stripe | | | 0200 703A002 2602.000 SQFT| 2.65000 6895.30| | Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 203.000 SQFT| 3.55000 720.65| | Traffic Control Legends, Class 2, Type | | | 0220 705A030 167.000 EACH| 5.65000 943.55| | Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 167.000 EACH| 5.65000 943.55| | Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 663.000 EACH| 5.65000 3745.95| | Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 1755.000 EACH| 5.65000 9915.75| | Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 167.000 EACH| 5.65000 943.55| | Pavement Markers, Class A-H, Type 2-E | | | 0270 730H001 8200.000 LF | 3.50000 28700.00| | Loop Wire | | | 0280 730I001 7200.000 LF | 2.50000 18000.00| | Loop Detector Lead-In-Cable | | | 0290 730K000 2.000 EACH| 250.00000 500.00| | Traffic Signal Junction Box | | | 0300 740B000 634.000 SQFT| 7.70000 4881.80| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040924049 COUNTIES : MARSHALL LETTING DATE : 09/24/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740D000 400.000 EACH| 10.00000 4000.00| | Channelizing Drums | | | 0320 740E000 200.000 EACH| 6.00000 1200.00| | Cones (36 Inches High) | | | 0330 740M001 200.000 EACH| 6.00000 1200.00| | Ballast For Cone | | | 0340 741C010 2.000 EACH| 3000.00000 6000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,716,333.07| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,716,333.07| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20040924050 COUNTIES : MOBILE LETTING DATE : 09/24/04 10:00 AM DIVISION : 09 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ST-049-016-005 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#16 (U.S.#90) from east of the Mississippi state line to east of C.R.#23 southwest of Mobile. Length 9.468 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 1,074,218.78 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 1,198,964.74 111.6127% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040924050 COUNTIES : MOBILE LETTING DATE : 09/24/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 6537.000 GAL | 1.18000 7713.66| 1.00000 6537.00| Tack Coat | | | 0020 408A051 67535.000 SQYD| 0.45000 30390.75| 0.25000 16883.75| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 424A361 19703.000 TON | 35.63000 702017.89| 38.50000 758565.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A364 50.000 TON | 85.30000 4265.00| 45.00000 2250.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424A367 1013.000 TON | 40.97000 41502.61| 40.00000 40520.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 428B000 99982.000 LF | 0.07000 6998.74| 0.02000 1999.64| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0070 600A000 LUMP| 13360.69000 13360.69| 120000.00000 120000.00| Mobilization | | | 0080 650A000 11667.000 CUYD| 7.06000 82369.02| 6.95000 81085.65| Topsoil | | | 0090 652A061 23.000 ACRE| 500.00000 11500.00| 475.00000 10925.00| Seeding (Mix 3E) | | | 0100 656A000 23.000 ACRE| 500.00000 11500.00| 450.00000 10350.00| Mulching, Class A, Type 1 | | | 0110 665J000 2500.000 LF | 3.46000 8650.00| 4.00000 10000.00| Silt Fence, Type A | | | 0120 665O001 2500.000 LF | 1.26000 3150.00| 1.00000 2500.00| Silt Fence Removal | | | 0130 665Q001 2300.000 LF | 8.40000 19320.00| 6.00000 13800.00| 20 Inch Wattle | | | 0140 701A028 21.000 MILE| 1500.00000 31500.00| 1510.00000 31710.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040924050 COUNTIES : MOBILE LETTING DATE : 09/24/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A046 8.000 MILE| 920.00000 7360.00| 925.00000 7400.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 12.000 MILE| 1690.00000 20280.00| 1700.00000 20400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701B009 1780.000 LF | 0.80000 1424.00| 0.80000 1424.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0180 701C000 13.000 MILE| 390.00000 5070.00| 395.00000 5135.00| Broken Temporary Traffic Stripe | | | 0190 701C001 22.000 MILE| 450.00000 9900.00| 455.00000 10010.00| Solid Temporary Traffic Stripe | | | 0200 703A002 7708.000 SQFT| 2.25000 17343.00| 2.25000 17343.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 1057.000 SQFT| 3.00000 3171.00| 3.00000 3171.00| Traffic Control Legends, Class 2, Type | | | 0220 703D001 2312.000 SQFT| 1.00000 2312.00| 1.00000 2312.00| Temporary Traffic Control Markings | | | 0230 703E001 273.000 SQFT| 1.00000 273.00| 1.00000 273.00| Temporary Traffic Control Legends | | | 0240 705A030 363.000 EACH| 5.00000 1815.00| 5.00000 1815.00| Pavement Markers, Class A-H, Type 2-C | | | 0250 705A032 1904.000 EACH| 5.00000 9520.00| 5.00000 9520.00| Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 804.000 EACH| 5.00000 4020.00| 5.00000 4020.00| Pavement Markers, Class A-H, Type 2-D | | | 0270 705A038 699.000 EACH| 5.00000 3495.00| 5.00000 3495.00| Pavement Markers, Class A-H, Type 2-E | | | 0280 740B000 626.000 SQFT| 15.17000 9496.42| 7.70000 4820.20| Construction Signs | | | 0290 740E000 350.000 EACH| 12.85000 4497.50| 1.00000 350.00| Cones (36 Inches High) | | | 0300 740M001 350.000 EACH| 0.01000 3.50| 1.00000 350.00| Ballast For Cone | | | SECTION TOTALS | $ 1,074,218.78| $ 1,198,964.74| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,074,218.78| $ 1,198,964.74| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20040924051 COUNTIES : PERRY LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-053-008-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#8 (U.S.#80) from the Uniontown east city limits to the Dallas county line. Length - 4.758 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,863,218.89 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040924051 COUNTIES : PERRY LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E027 2.000 EACH| 150.00000 300.00| | Removing Guardrail End Anchor (Type 10 | | | Series) | | | 0020 209A000 1.000 EACH| 250.00000 250.00| | Mailbox Reset, Single | | | 0030 210D001 1376.000 CUYD| 10.95000 15067.20| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 212A000 247.000 STA | 2.00000 494.00| | Machine Grading Shoulders | | | 0050 305B060 300.000 TON | 21.00000 6300.00| | Crushed Aggregate, Section 825, 1" Down | | | (For Miscellaneous Use) | | | 0060 405A000 9549.000 GAL | 1.25000 11936.25| | Tack Coat | | | 0070 407A000 1377.000 GAL | 19.00000 26163.00| | Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0080 408A052 117990.000 SQYD| 1.20000 141588.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0090 410C000 1.000 EACH| 5000.00000 5000.00| | Contractor Retained Profilograph | | | 0100 410H000 1.000 EACH| 30000.00000 30000.00| | Material Remixing Device | | | 0110 424A281 6349.000 TON | 49.26000 312751.74| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0120 424A287 100.000 TON | 49.26000 4926.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0130 424A290 400.000 TON | 66.81000 26724.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040924051 COUNTIES : PERRY LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424A361 1945.000 TON | 47.03000 91473.35| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424B281 8215.000 TON | 45.87000 376822.05| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0160 424B285 200.000 TON | 65.00000 13000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0170 424B289 2379.000 TON | 49.85000 118593.15| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0180 424B292 100.000 TON | 72.88000 7288.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424B651 8215.000 TON | 44.24000 363431.60| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0200 428C000 53645.000 LF | 0.08000 4291.60| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0210 535A410 176.000 LF | 30.00000 5280.00| | 15" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 535A411 124.000 LF | 37.00000 4588.00| | 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 535A412 118.000 LF | 44.00000 5192.00| | 24" Side Drain Pipe(Class 3 R.C. | | | )(Extension) | | | 0240 600A000 LUMP| 75000.00000 75000.00| | Mobilization | | | 0250 619A100 16.000 EACH| 775.00000 12400.00| | 15" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040924051 COUNTIES : PERRY LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 619A101 10.000 EACH| 885.00000 8850.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 619A102 8.000 EACH| 950.00000 7600.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 619A129 2.000 EACH| 3300.00000 6600.00| | 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 0290 620A000 13.000 CUYD| 1600.00000 20800.00| | Minor Structure Concrete | | | 0300 630A001 663.000 LF | 15.00000 9945.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0310 630C001 2.000 EACH| 575.00000 1150.00| | Guardrail End Anchor, Type 8 | | | 0320 630C070 4.000 EACH| 1550.00000 6200.00| | Guardrail End Anchor, Type 10 Series | | | 0330 631C001 888.000 LF | 8.50000 7548.00| | Steel Beam Guardrail Class A, Type 2 | | | Reset | | | 0340 651B000 6.000 TON | 150.00000 900.00| | Agricultural Limestone | | | 0350 651C000 2.000 TON | 350.00000 700.00| | 8-8-8 Commercial Fertilizer | | | 0360 652A054 2.000 ACRE| 750.00000 1500.00| | Seeding (Mix 2A) | | | 0370 652A056 1.000 ACRE| 750.00000 750.00| | Seeding (Mix 2E) | | | 0380 656A000 3.000 ACRE| 650.00000 1950.00| | Mulching, Class A, Type 1 | | | 0390 665J000 2390.000 LF | 4.00000 9560.00| | Silt Fence, Type A | | | 0400 665O001 2390.000 LF | 1.00000 2390.00| | Silt Fence Removal | | | 0410 665Q000 440.000 LF | 5.00000 2200.00| | 12 Inch Wattle | | | 0420 665Q001 80.000 LF | 7.00000 560.00| | 20 Inch Wattle | | | 0430 701A028 10.000 MILE| 1575.00000 15750.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 051 -5 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040924051 COUNTIES : PERRY LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 701A032 6.000 MILE| 1575.00000 9450.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0450 701A041 8.000 MILE| 990.00000 7920.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0460 701A046 2.000 MILE| 990.00000 1980.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0470 701A048 5.000 MILE| 1775.00000 8875.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0480 701B009 3396.000 LF | 0.90000 3056.40| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0490 701C000 14.000 MILE| 520.00000 7280.00| | Broken Temporary Traffic Stripe | | | 0500 701C001 7.000 MILE| 580.00000 4060.00| | Solid Temporary Traffic Stripe | | | 0510 701G121 238.000 LF | 4.50000 1071.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0520 701G125 238.000 LF | 6.30000 1499.40| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0530 701G133 238.000 LF | 6.30000 1499.40| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0540 701H001 476.000 LF | 1.00000 476.00| | Solid Traffic Stripe Removed (Plastic) | | | 0550 701H006 238.000 LF | 1.00000 238.00| | Broken Traffic Stripe Removed (Plastic) | | | 0560 703A002 3294.000 SQFT| 2.50000 8235.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0570 703B002 68.000 SQFT| 3.50000 238.00| | Traffic Control Legends, Class 2, Type | | | 0580 703D001 2905.000 SQFT| 1.50000 4357.50| | Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 051 -6 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040924051 COUNTIES : PERRY LETTING DATE : 09/24/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 705A030 40.000 EACH| 5.25000 210.00| | Pavement Markers, Class A-H, Type 2-C | | | 0600 705A031 440.000 EACH| 5.25000 2310.00| | Pavement Markers, Class A-H, Type 1-A | | | 0610 705A032 263.000 EACH| 5.25000 1380.75| | Pavement Markers, Class A-H, Type 1-B | | | 0620 705A037 206.000 EACH| 5.25000 1081.50| | Pavement Markers, Class A-H, Type 2-D | | | 0630 705A038 120.000 EACH| 5.25000 630.00| | Pavement Markers, Class A-H, Type 2-E | | | 0640 740B000 948.000 SQFT| 8.50000 8058.00| | Construction Signs | | | 0650 740D000 460.000 EACH| 50.00000 23000.00| | Channelizing Drums | | | 0660 741C010 1.000 EACH| 2500.00000 2500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,863,218.89| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,863,218.89| $ 1,198,964.74| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20040924052 COUNTIES : SUMTER LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-060-008-001 on constructing the Resurfacing and Traffic Stripe on S.R.#8 (U.S.#80) from MP 496.592 through Cuba to MP 2.587. Length - 3.115 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,625,003.30 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040924052 COUNTIES : SUMTER LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 2690.000 CUYD| 9.50000 25555.00| | Borrow Excavation | | | 0020 401B100 77285.000 SQYD| 1.20000 92742.00| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 5300.000 GAL | 1.25000 6625.00| | Tack Coat | | | 0040 408A052 95900.000 SQYD| 0.85000 81515.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 410C000 1.000 EACH| 3500.00000 3500.00| | Contractor Retained Profilograph | | | 0060 410H000 1.000 EACH| 30000.00000 30000.00| | Material Remixing Device | | | 0070 424A361 10000.000 TON | 45.50000 455000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B654 500.000 TON | 65.00000 32500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B658 15850.000 TON | 45.00000 713250.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 428C000 55264.000 LF | 0.10000 5526.40| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0110 430B000 100.000 TON | 27.00000 2700.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0120 600A000 LUMP| 61000.00000 61000.00| | Mobilization | | | 0130 652A054 6.000 ACRE| 700.00000 4200.00| | Seeding (Mix 2A) | | | 0140 656A000 6.000 ACRE| 700.00000 4200.00| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040924052 COUNTIES : SUMTER LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 1000.000 LF | 4.00000 4000.00| | Silt Fence, Type A | | | 0160 665O001 1000.000 LF | 1.00000 1000.00| | Silt Fence Removal | | | 0170 665Q001 300.000 LF | 7.00000 2100.00| | 20 Inch Wattle | | | 0180 701A028 5.000 MILE| 1575.00000 7875.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A032 4.000 MILE| 1575.00000 6300.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 4.000 MILE| 990.00000 3960.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A046 1.000 MILE| 1020.00000 1020.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A048 1.000 MILE| 1775.00000 1775.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701B009 3265.000 LF | 0.90000 2938.50| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0240 701C002 8.000 MILE| 540.00000 4320.00| | Broken Temporary Traffic Stripe (Paint) | | | 0250 701C003 10.000 MILE| 590.00000 5900.00| | Solid Temporary Traffic Stripe (Paint) | | | 0260 701G125 2657.000 LF | 3.70000 9830.90| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G133 1226.000 LF | 4.00000 4904.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701H001 470.000 LF | 1.00000 470.00| | Solid Traffic Stripe Removed (Plastic) | | | 0290 703A002 3670.000 SQFT| 2.50000 9175.00| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 052 -4 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040924052 COUNTIES : SUMTER LETTING DATE : 09/24/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703A010 470.000 SQFT| 20.00000 9400.00| | Traffic Control Markings,Class 3W,Type | | | 0310 703B002 480.000 SQFT| 3.50000 1680.00| | Traffic Control Legends, Class 2, Type | | | 0320 703C001 1615.000 SQFT| 3.00000 4845.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0330 703D002 700.000 SQFT| 1.50000 1050.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0340 703E002 445.000 SQFT| 1.50000 667.50| | Temporary Traffic Control Legends | | | (Paint) | | | 0350 705A030 315.000 EACH| 5.25000 1653.75| | Pavement Markers, Class A-H, Type 2-C | | | 0360 705A031 235.000 EACH| 5.25000 1233.75| | Pavement Markers, Class A-H, Type 1-A | | | 0370 705A032 121.000 EACH| 5.25000 635.25| | Pavement Markers, Class A-H, Type 1-B | | | 0380 705A037 35.000 EACH| 5.25000 183.75| | Pavement Markers, Class A-H, Type 2-D | | | 0390 705A038 50.000 EACH| 5.25000 262.50| | Pavement Markers, Class A-H, Type 2-E | | | 0400 740B000 990.000 SQFT| 9.00000 8910.00| | Construction Signs | | | 0410 740D000 100.000 EACH| 20.00000 2000.00| | Channelizing Drums | | | 0420 740E000 300.000 EACH| 10.00000 3000.00| | Cones (36 Inches High) | | | 0430 740M001 300.000 EACH| 2.00000 600.00| | Ballast For Cone | | | 0440 741C010 2.000 EACH| 2500.00000 5000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,625,003.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,625,003.30| $ 1,198,964.74| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20040924054 COUNTIES : MOBILE LETTING DATE : 09/24/04 10:00 AM DIVISION : 09 CONTRACT TIME : 60 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : 99-709-491-165-401 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 -------------------------------------------------------------------------------------------------------------------------- 1 20021 C. THORNTON, INC. $ 217,082.13 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040924054 COUNTIES : MOBILE LETTING DATE : 09/24/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 13008 |( ) |C. THORNTON, INC. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 119+83. | | | 23 to Sta 120+21.23 SBR (Partial) | | | 0020 206A001 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 145+67. | | | 23 to Sta. 146+05.23 NBR & Sta. | | | 0030 502B000 LUMP| 14110.00000 14110.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 119+83.23 to Sta. | | | 120+21.23 SBR, | | | 0040 502B001 LUMP| 11940.00000 11940.00| | Steel Reinforcement For Bridge | | | Superstructure Sta. 145+67 to Sta. | | | 146+05 NBR & Sta. 14 | | | 0050 508A000 393.000 LB | 10.00000 3930.00| | Structural Steel | | | 0060 510C051 LUMP| 12000.00000 12000.00| | Bridge Concrete Superstructure, Sta. | | | 119+83.23 to Sta. 120+21.23 SBR, | | | 0070 510C052 LUMP| 15000.00000 15000.00| | Bridge Concrete Superstructure, Sta. | | | 145+67 to Sta. 146+05 NBR & Sta. 14 | | | 0080 674A000 90.000 LF | 5.00000 450.00| | Construction Safety Fence | | | 0090 717A000 LUMP| 22089.87000 22089.87| | Overhead Roadway Sign Structure No. | | | I-I-165-49-004.04 S (Renovation) | | | 0100 717A001 LUMP| 23448.26000 23448.26| | Overhead Roadway Sign Structure No. | | | I-I-165-49-003.77 N (Renovation) | | | 0110 726B000 250.000 LF | 65.00000 16250.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 0120 726D025 2.000 EACH| 12000.00000 24000.00| | Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 0130 740B000 1264.000 SQFT| 12.00000 15168.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040924054 COUNTIES : MOBILE LETTING DATE : 09/24/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 13008 |( ) |C. THORNTON, INC. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740C000 192.000 SQFT| 13.00000 2496.00| | Special Construction Signs | | | 0150 740D000 120.000 EACH| 55.00000 6600.00| | Channelizing Drums | | | 0160 741C010 2.000 EACH| 3000.00000 6000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0170 742A001 4.000 EACH| 8000.00000 32000.00| | Portable Changeable Message Sign, Type | | | 0180 745A000 32.000 HOUR| 50.00000 1600.00| | Uniformed Police Officer | | | SECTION TOTALS | $ 217,082.13| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 217,082.13| $ 1,198,964.74| $ ====================================================================================================================================