ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20060526002 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-STPSAF-0077(502) for constructing the Resurfacing and Traffic Stripe on SR-77 from SR-34 to 0.2 mile south of Choccolocco Creek south of Lincoln. Length 5.613 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,766,515.25 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,790,998.07 101.3859% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060526002 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( ) |MCCARTNEY 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 12000.000 GAL | 2.00000 24000.00| 1.77000 21240.00| Tack Coat | | | 0020 407A000 996.000 GAL | 21.00000 20916.00| 24.15000 24053.40| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0030 408A051 1067.000 SQYD| 6.00000 6402.00| 18.22000 19440.74| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 410H000 1.000 EACH| 10000.00000 10000.00| 22529.57000 22529.57| Material Remixing Device | | | 0050 424A358 800.000 TON | 55.00000 44000.00| 71.29000 57032.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A360 14300.000 TON | 55.00000 786500.00| 53.11000 759473.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 6152.000 TON | 45.00000 276840.00| 56.60000 348203.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A369 1880.000 TON | 70.00000 131600.00| 61.97000 116503.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 400.000 TON | 80.00000 32000.00| 103.31000 41324.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B658 1200.000 TON | 55.00000 66000.00| 61.70000 74040.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424C371 1622.000 TON | 44.00000 71368.00| 59.08000 95827.76| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060526002 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 428C000 66755.000 LF | 0.15000 10013.25| 0.14000 9345.70| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0130 430B043 2100.000 TON | 14.00000 29400.00| 21.16000 44436.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 600A000 LUMP| 106000.00000 106000.00| 7665.00000 7665.00| Mobilization | | | 0150 701A028 12.000 MILE| 1800.00000 21600.00| 1890.00000 22680.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A032 12.000 MILE| 1800.00000 21600.00| 1890.00000 22680.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A041 12.000 MILE| 1050.00000 12600.00| 1102.50000 13230.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 11000.000 LF | 1.25000 13750.00| 1.31000 14410.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 13.000 MILE| 720.00000 9360.00| 756.00000 9828.00| Broken Temporary Traffic Stripe | | | 0200 701C001 42.000 MILE| 780.00000 32760.00| 819.00000 34398.00| Solid Temporary Traffic Stripe | | | 0210 703A002 3400.000 SQFT| 3.25000 11050.00| 3.41000 11594.00| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 1100.000 SQFT| 3.75000 4125.00| 3.94000 4334.00| Traffic Control Legends, Class 2, Type | | | 0230 703D001 420.000 SQFT| 2.00000 840.00| 2.10000 882.00| Temporary Traffic Control Markings | | | 0240 740B000 1494.000 SQFT| 11.50000 17181.00| 8.90000 13296.60| Construction Signs | | | 0250 740E000 250.000 EACH| 7.00000 1750.00| 2.10000 525.00| Cones (36 Inches High) | | | 0260 740M001 250.000 EACH| 4.50000 1125.00| 2.10000 525.00| Ballast For Cone | | | 0270 741C010 1.000 EACH| 3735.00000 3735.00| 1501.50000 1501.50| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060526002 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 80,000.00) | | | SECTION TOTALS | $ 1,766,515.25| $ 1,790,998.07| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,766,515.25| $ 1,790,998.07| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20060526006 COUNTIES : BLOUNT LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 CONTRACT TIME : 250 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : BRF-0053(504) for constructing the Bridge Replacement and Approaches on SR-53 (US-231) at the Locust Fork of the Black Warrior River north of Cleveland. Length 0.903 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 5,253,276.70 100.0000% 2 20050 TOMLIN CONSTRUCTION, LLC $ 5,584,232.03 106.3000% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 6,016,218.50 114.5232% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060526006 COUNTIES : BLOUNT LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |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 201A002 LUMP| 31500.00000 31500.00| 60000.00000 60000.00| 39375.00000 39375.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) | | | (Approximately 15 Acres) | | | 0020 205A001 1.000 EACH| 1750.00000 1750.00| 8244.44000 8244.44| 1800.00000 1800.00 Removal Of Structures, Structure No. 1 | | | 0030 210A000 96983.000 CUYD| 8.75000 848601.25| 10.53000 1021230.99| 8.75000 848601.25 Unclassified Excavation | | | 0040 215A000 44.000 CUYD| 100.00000 4400.00| 50.00000 2200.00| 100.00000 4400.00 Unclassified Bridge Excavation | | | 0050 215B000 LUMP| 0.00000 0.00| 100.00000 100.00| 7500.00000 7500.00 Cofferdams Or Sheeting And Shoring, | | | Station 64+75 | | | 0060 230A000 32.000 RBST| 500.00000 16000.00| 323.89000 10364.48| 500.00000 16000.00 Roadbed Processing | | | 0070 401A006 5476.000 SQYD| 2.55000 13963.80| 2.78000 15223.28| 2.70000 14785.20 Bituminous Treatment G | | | 0080 405A000 1248.000 GAL | 2.50000 3120.00| 2.00000 2496.00| 2.50000 3120.00 Tack Coat | | | 0090 424A360 948.000 TON | 62.00000 58776.00| 62.00000 58776.00| 62.00000 58776.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A366 101.000 TON | 92.00000 9292.00| 75.00000 7575.00| 92.00000 9292.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B651 2517.000 TON | 50.00000 125850.00| 51.50000 129625.50| 52.00000 130884.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0120 424B659 235.000 TON | 62.00000 14570.00| 75.00000 17625.00| 62.00000 14570.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B681 2669.000 TON | 50.00000 133450.00| 51.50000 137453.50| 52.00000 138788.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060526006 COUNTIES : BLOUNT LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B689 62.000 TON | 62.00000 3844.00| 75.00000 4650.00| 62.00000 3844.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424C360 2732.000 TON | 50.00000 136600.00| 51.50000 140698.00| 52.00000 142064.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0160 430B000 336.000 TON | 25.00000 8400.00| 20.00000 6720.00| 25.00000 8400.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0170 450B000 107.000 SQYD| 75.00000 8025.00| 75.00000 8025.00| 110.00000 11770.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0180 502A000 194750.000 LB | 0.70000 136325.00| 0.80000 155800.00| 1.03000 200592.50 Steel Reinforcement | | | 0190 502B000 LUMP| 133500.00000 133500.00| 174000.00000 174000.00| 210000.00000 210000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 59+35, Approx. | | | 190720 pounds | | | 0200 506A000 104.000 LF | 215.00000 22360.00| 212.00000 22048.00| 212.00000 22048.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0210 506A010 22.000 LF | 375.00000 8250.00| 371.00000 8162.00| 371.00000 8162.00 Drilled Shaft Excavation, 6'-6" Diamete | | | 0220 506B004 32.000 LF | 1135.00000 36320.00| 1130.00000 36160.00| 1130.00000 36160.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0230 506B008 79.000 LF | 1490.00000 117710.00| 1485.00000 117315.00| 1485.00000 117315.00 Special Drilled Shaft Excavation, 6'-6" | | | Diameter | | | 0240 506C023 136.000 LF | 120.00000 16320.00| 120.00000 16320.00| 120.00000 16320.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | 0250 506C027 101.000 LF | 251.00000 25351.00| 250.00000 25250.00| 250.00000 25250.00 Drilled Shaft Construction, 6'-6" | | | Diameter, Class DS2 Concrete | | | 0260 506F007 14.000 LF | 600.00000 8400.00| 530.00000 7420.00| 530.00000 7420.00 Permanent Drilled Shaft Casing, 6'-6" | | | Diameter | | | 0270 506G007 4.000 EACH| 2130.00000 8520.00| 2120.00000 8480.00| 2120.00000 8480.00 Crosshole Sonic Logging, 6'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060526006 COUNTIES : BLOUNT LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 508A000 8422.000 LB | 4.00000 33688.00| 2.00000 16844.00| 4.10000 34530.20 Structural Steel | | | 0290 510A000 682.000 CUYD| 500.00000 341000.00| 290.00000 197780.00| 510.00000 347820.00 Bridge Substructure Concrete, Class A | | | 0300 510C051 LUMP| 525000.00000 525000.00| 495000.00000 495000.00| 675000.00000 675000.00 Bridge Concrete Superstructure, Station | | | 59+35, Approx. 864 cubic yards | | | 0310 510E000 2391.000 SQYD| 2.50000 5977.50| 2.50000 5977.50| 2.25000 5379.75 Grooving Concrete Bridge Decks | | | 0320 511A073 48.000 EACH| 600.00000 28800.00| 495.00000 23760.00| 650.00000 31200.00 Elastomeric Bearings, Type 4 (Mark VB4) | | | 0330 513B017 3213.000 LF | 181.75000 583962.75| 195.00000 626535.00| 205.00000 658665.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0340 535B013 184.000 LF | 75.00000 13800.00| 174.20000 32052.80| 75.00000 13800.00 44" Span, 27" Rise Side Drain Pipe | | | 0350 600A000 LUMP| 434180.00000 434180.00| 448500.00000 448500.00| 680000.00000 680000.00 Mobilization | | | 0360 601A000 1.000 EACH| 5000.00000 5000.00| 10000.00000 10000.00| 15000.00000 15000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0370 602A000 16.000 EACH| 140.00000 2240.00| 250.00000 4000.00| 140.00000 2240.00 Right Of Way Markers | | | 0380 605B002 2.000 EACH| 750.00000 1500.00| 1500.00000 3000.00| 2000.00000 4000.00 Special Underdrain Outlet, Type C | | | 0390 606A000 500.000 LF | 9.00000 4500.00| 13.00000 6500.00| 10.00000 5000.00 6" Underdrain Pipe | | | 0400 610C001 3816.000 TON | 24.00000 91584.00| 28.00000 106848.00| 24.00000 91584.00 Loose Riprap, Class 2 | | | 0410 610D000 3014.000 SQYD| 1.75000 5274.50| 4.42000 13321.88| 1.75000 5274.50 Filter Blanket | | | 0420 614A000 556.000 CUYD| 180.00000 100080.00| 210.00000 116760.00| 350.00000 194600.00 Slope Paving | | | 0430 619B119 6.000 EACH| 300.00000 1800.00| 3126.00000 18756.00| 300.00000 1800.00 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0440 630A001 2013.000 LF | 19.90000 40058.70| 18.50000 37240.50| 19.90000 40058.70 Steel Beam Guardrail, Class A, Type 2 | | | 0450 630C001 2.000 EACH| 850.00000 1700.00| 650.00000 1300.00| 850.00000 1700.00 Guardrail End Anchor, Type 8 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060526006 COUNTIES : BLOUNT LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 630C003 4.000 EACH| 1800.00000 7200.00| 1400.00000 5600.00| 1800.00000 7200.00 Guardrail End Anchor, Type 13 | | | 0470 630C050 1.000 EACH| 3400.00000 3400.00| 2500.00000 2500.00| 3400.00000 3400.00 Guardrail End Anchor, Type 20 Series | | | 0480 630C070 5.000 EACH| 3050.00000 15250.00| 2000.00000 10000.00| 3050.00000 15250.00 Guardrail End Anchor, Type 10 Series | | | 0490 634B002 100.000 LF | 40.00000 4000.00| 50.00000 5000.00| 40.00000 4000.00 Industrial Fence, 8 Feet High Plus | | | Barbed Wire (45 Degree Arms) | | | 0500 636A002 720.000 LF | 18.00000 12960.00| 7.53000 5421.60| 18.00000 12960.00 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0510 641A512 260.000 LF | 35.00000 9100.00| 39.05000 10153.00| 35.00000 9100.00 3/4 Inch Copper Water Service Line Laid | | | 0520 641A562 150.000 LF | 35.00000 5250.00| 39.05000 5857.50| 35.00000 5250.00 3/4 Inch P.V.C. Water Service Line Laid | | | 0530 641A742 890.000 LF | 45.00000 40050.00| 50.21000 44686.90| 45.00000 40050.00 3 Inch P.V.C. Water Main Laid | | | 0540 641A746 150.000 LF | 49.00000 7350.00| 54.67000 8200.50| 49.00000 7350.00 6 Inch P.V.C. Water Main Laid | | | 0550 641A748 710.000 LF | 50.00000 35500.00| 55.79000 39610.90| 55.00000 39050.00 8 Inch P.V.C. Water Main Laid | | | 0560 641G500 2.000 EACH| 2250.00000 4500.00| 2231.58000 4463.16| 3100.00000 6200.00 Flush Hydrant | | | 0570 641J512 1.000 EACH| 1500.00000 1500.00| 1673.68000 1673.68| 2200.00000 2200.00 3 Inch Gate Valve With Box | | | 0580 641O518 1.000 EACH| 5000.00000 5000.00| 5578.95000 5578.95| 5000.00000 5000.00 8 Inch x 6 Inch Tapping Valve And Sleev | | | 0590 641O520 2.000 EACH| 4000.00000 8000.00| 4463.16000 8926.32| 4200.00000 8400.00 8 Inch x 8 Inch Tapping Valve And Sleev | | | 0600 641P515 3.000 EACH| 2000.00000 6000.00| 2231.58000 6694.74| 2000.00000 6000.00 3/4 Inch Service Tap | | | 0610 641R510 3.000 EACH| 2000.00000 6000.00| 2231.58000 6694.74| 2000.00000 6000.00 3/4 Inch Water Meter And Box Reset | | | 0620 646A610 265.000 LF | 60.00000 15900.00| 66.95000 17741.75| 66.00000 17490.00 3/4 Inch Steel Gas Service Line Laid | | | 0630 646A835 2888.000 LF | 125.00000 361000.00| 139.47000 402789.36| 125.00000 361000.00 10 Inch Steel Gas Main Laid | | | 0640 646E680 4.000 EACH| 22500.00000 90000.00| 25105.26000 100421.04| 25000.00000 100000.00 10 Inch x 10 Inch Steel Hot Tap | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060526006 COUNTIES : BLOUNT LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 649A600 100.000 LF | 150.00000 15000.00| 167.37000 16737.00| 150.00000 15000.00 2 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0660 649A630 90.000 LF | 290.00000 26100.00| 323.58000 29122.20| 290.00000 26100.00 10 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0670 649A640 245.000 LF | 300.00000 73500.00| 334.74000 82011.30| 300.00000 73500.00 14 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0680 649A645 80.000 LF | 300.00000 24000.00| 334.74000 26779.20| 400.00000 32000.00 16 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0690 649A800 60.000 LF | 35.00000 2100.00| 39.05000 2343.00| 40.00000 2400.00 2 Inch HDPE Encasement Pipe, Type 3 | | | Installation | | | 0700 650B000 4204.000 CUYD| 4.60000 19338.40| 5.25000 22071.00| 4.60000 19338.40 Topsoil From Stockpiles | | | 0710 652A100 12.000 ACRE| 750.00000 9000.00| 800.00000 9600.00| 800.00000 9600.00 Seeding | | | 0720 652C000 12.000 ACRE| 50.00000 600.00| 75.00000 900.00| 75.00000 900.00 Mowing | | | 0730 654A001 1982.000 SQYD| 5.00000 9910.00| 4.50000 8919.00| 4.50000 8919.00 Solid Sodding (Bermuda) | | | 0740 656A010 12.000 ACRE| 500.00000 6000.00| 600.00000 7200.00| 600.00000 7200.00 Mulching | | | 0750 659A041 12719.000 SQYD| 2.20000 27981.80| 3.75000 47696.25| 2.00000 25438.00 Rolled Erosion Control Product, Type | | | (3B) | | | 0760 665A000 12.000 ACRE| 500.00000 6000.00| 500.00000 6000.00| 500.00000 6000.00 Temporary Seeding | | | 0770 665B000 12.000 ACRE| 500.00000 6000.00| 500.00000 6000.00| 500.00000 6000.00 Temporary Mulching | | | 0780 665F000 50.000 EACH| 7.00000 350.00| 15.00000 750.00| 8.00000 400.00 Hay Bales | | | 0790 665I000 493.000 TON | 29.00000 14297.00| 30.00000 14790.00| 26.00000 12818.00 Temporary Riprap, Class 2 | | | 0800 665J000 4150.000 LF | 3.60000 14940.00| 6.86000 28469.00| 3.60000 14940.00 Silt Fence, Type A | | | 0810 665L000 600.000 LF | 12.00000 7200.00| 11.34000 6804.00| 15.00000 9000.00 Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060526006 COUNTIES : BLOUNT LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 665O001 4150.000 LF | 1.40000 5810.00| 4.00000 16600.00| 1.40000 5810.00 Silt Fence Removal | | | 0830 665Q001 375.000 LF | 8.00000 3000.00| 9.15000 3431.25| 8.00000 3000.00 20 Inch Wattle | | | 0840 666A001 12.000 ACRE| 40.00000 480.00| 106.00000 1272.00| 1.00000 12.00 Pest Control Treatment | | | 0850 672B000 120.000 LB | 15.00000 1800.00| 23.32000 2798.40| 20.00000 2400.00 Flocculant Powder | | | 0860 672C000 12.000 EACH| 200.00000 2400.00| 252.81000 3033.72| 300.00000 3600.00 Flocculant Log | | | 0870 680A000 LUMP| 63000.00000 63000.00| 68900.00000 68900.00| 50000.00000 50000.00 Engineering Controls | | | 0880 701A028 2.000 MILE| 2500.00000 5000.00| 2525.00000 5050.00| 2500.00000 5000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0890 701A046 1.000 MILE| 1500.00000 1500.00| 1515.00000 1515.00| 1500.00000 1500.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0900 701A048 1.000 MILE| 2500.00000 2500.00| 2525.00000 2525.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0910 701D007 1.000 MILE| 2500.00000 2500.00| 2525.00000 2525.00| 2500.00000 2500.00 Solid Traffic Stripe Removed (Paint) | | | 0920 701E001 5280.000 LF | 0.25000 1320.00| 0.25000 1320.00| 0.25000 1320.00 Solid Temporary Traffic Stripe (Paint) | | | 0930 701G125 1350.000 LF | 4.50000 6075.00| 4.55000 6142.50| 4.50000 6075.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0940 701G133 1350.000 LF | 4.50000 6075.00| 4.55000 6142.50| 4.50000 6075.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0950 703A000 48.000 SQFT| 2.00000 96.00| 2.02000 96.96| 2.00000 96.00 Traffic Control Markings, Class 1, Type | | | A | | | 0960 705A023 113.000 EACH| 10.00000 1130.00| 10.10000 1141.30| 10.00000 1130.00 Pavement Markers, Class C, Type 2-D | | | 0970 705A037 113.000 EACH| 10.00000 1130.00| 10.10000 1141.30| 10.00000 1130.00 Pavement Markers, Class A-H, Type 2-D | | | 0980 713A000 50.000 LF | 130.00000 6500.00| 145.00000 7250.00| 130.00000 6500.00 Permanent Barricades | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060526006 COUNTIES : BLOUNT LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 740B000 894.000 SQFT| 10.00000 8940.00| 8.48000 7581.12| 8.50000 7599.00 Construction Signs | | | 1000 740D000 250.000 EACH| 75.00000 18750.00| 61.48000 15370.00| 61.50000 15375.00 Channelizing Drums | | | 1010 740E000 150.000 EACH| 15.00000 2250.00| 15.90000 2385.00| 14.00000 2100.00 Cones (36 Inches High) | | | 1020 740F002 36.000 EACH| 260.00000 9360.00| 206.70000 7441.20| 207.00000 7452.00 Barricades, Type III | | | 1030 740I005 26.000 EACH| 765.00000 19890.00| 606.32000 15764.32| 607.00000 15782.00 Warning Lights, Type B (Detachable Head | | | 1040 740M001 150.000 EACH| 9.00000 1350.00| 8.75000 1312.50| 8.60000 1290.00 Ballast For Cone | | | 1050 742A001 2.000 EACH| 14500.00000 29000.00| 13674.00000 27348.00| 13675.00000 27350.00 Portable Changeable Message Sign, Type | | | 1060 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 280,000.00) | | | 1070 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,253,276.70| $ 5,584,232.03| $ 6,016,218.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,253,276.70| $ 5,584,232.03| $ 6,016,218.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACSTPAA-0275(500) for constructing the Grade, Drainage, Partial Base and Pave and Bridge on the SR-275 Extension from SR-77 in Talladega to SR-21 north of Kelly Creek. Length 10.309 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 19,865,640.62 0.0000% 2 14007 W. S. NEWELL & SONS, INC. $ 24,255,123.86 0.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14007 |( ) |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002M LUMP| 890000.00000 890000.00| 1250000.00000 1250000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 10,000 Per Hectare) | | | 0020 205A001M 1.000 EACH| 9000.00000 9000.00| 106.00000 106.00| Removal Of Structures, Structure No. 3 | | | 0030 205A002M 1.000 EACH| 7100.00000 7100.00| 106.00000 106.00| Removal Of Structures, Structure No. 9 | | | 0040 205A003M 1.000 EACH| 2800.00000 2800.00| 106.00000 106.00| Removal Of Structures, Structure No. 10 | | | 0050 205A004M 1.000 EACH| 2200.00000 2200.00| 106.00000 106.00| Removal Of Structures, Structure No. 12 | | | 0060 205A005M 1.000 EACH| 7200.00000 7200.00| 106.00000 106.00| Removal Of Structures, Structure No. 13 | | | 0070 205A006M 1.000 EACH| 5000.00000 5000.00| 106.00000 106.00| Removal Of Structures, Structure No. 16 | | | 0080 205A007M 1.000 EACH| 10000.00000 10000.00| 106.00000 106.00| Removal Of Structures, Structure No. 17 | | | 0090 205A008M 1.000 EACH| 2800.00000 2800.00| 106.00000 106.00| Removal Of Structures, Structure No. 20 | | | 0100 205A009M 1.000 EACH| 11000.00000 11000.00| 106.00000 106.00| Removal Of Structures, Structure No. 25 | | | 0110 205A010M 1.000 EACH| 5000.00000 5000.00| 106.00000 106.00| Removal Of Structures, Structure No. 28 | | | 0120 205A011M 1.000 EACH| 7200.00000 7200.00| 106.00000 106.00| Removal Of Structures, Structure No. 30 | | | 0130 205A012M 1.000 EACH| 2800.00000 2800.00| 106.00000 106.00| Removal Of Structures, Structure No. 31 | | | 0140 205A013M 1.000 EACH| 14500.00000 14500.00| 106.00000 106.00| Removal Of Structures, Structure No. 33 | | | 0150 205A014M 1.000 EACH| 4400.00000 4400.00| 106.00000 106.00| Removal Of Structures, Structure No. 41 | | | 0160 205A015M 1.000 EACH| 11900.00000 11900.00| 106.00000 106.00| Removal Of Structures, Structure No. 44 | | | 0170 205A016M 1.000 EACH| 7500.00000 7500.00| 106.00000 106.00| Removal Of Structures, Structure No. 47 | | | 0180 205A017M 1.000 EACH| 16200.00000 16200.00| 106.00000 106.00| Removal Of Structures, Structure No. 48 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14007 |( ) |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206C010M 44.000 M2 | 15.23000 670.12| 12.72000 559.68| Removing Concrete Driveway | | | 0200 206D000M 349.000 M | 29.62000 10337.38| 42.40000 14797.60| Removing Pipe | | | 0210 206D011M 3024.000 M | 10.32000 31207.68| 6.95000 21016.80| Removing Fence | | | 0220 206E008M 6.000 EACH| 150.00000 900.00| 110.00000 660.00| Removing Guardrail End Anchor (All Type | | | 0230 210A000M 1482652.000 M3 | 2.91000 4314517.32| 5.36000 7947014.72| Unclassified Excavation | | | 0240 210C000M 6559.000 M3 | 4.00000 26236.00| 8.48000 55620.32| Muck Excavation | | | 0250 210F001M 16007.000 MTON| 20.36000 325902.52| 30.32000 485332.24| Borrow Excavation (Underwater | | | Embankment) | | | 0260 214A000M 19914.000 M3 | 8.33000 165883.62| 15.90000 316632.60| Structure Excavation | | | 0270 214B001M 5529.000 M3 | 40.52000 224035.08| 61.59000 340531.11| Foundation Backfill, Commercial | | | 0280 224A000M 385.000 M3 | 7.50000 2887.50| 13.88000 5343.80| Lime Sink Excavation | | | 0290 224C000M 680.000 MTON| 21.99000 14953.20| 31.00000 21080.00| Special Backfill For Lime Sink, ALDOT | | | #467 | | | 0300 224D000M 155.000 M3 | 200.00000 31000.00| 264.00000 40920.00| Concrete Seal For Lime Sink | | | 0310 230A000M 8.000 RBST| 2500.00000 20000.00| 530.00000 4240.00| Roadbed Processing | | | 0320 301A004M 1000.000 M2 | 15.00000 15000.00| 7.00000 7000.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0330 301A012M 25295.000 M2 | 7.75000 196036.25| 10.60000 268127.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0340 401B108M 640.000 M2 | 16.54000 10585.60| 15.04000 9625.60| Bituminous Treatment G (With Polymer | | | Additive) | | | 0350 405A000M 2244.000 L | 0.77000 1727.88| 0.46000 1032.24| Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14007 |( ) |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 424A360M 1202.000 MTON| 79.20000 95198.40| 64.83000 77925.66| Superpave Bituminous Concrete Wearing | | | Surface Layer,12.5 mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0370 424A361M 1050.000 MTON| 84.70000 88935.00| 79.07000 83023.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0380 424A366M 25.000 MTON| 103.40000 2585.00| 81.03000 2025.75| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range | | | C/D | | | 0390 424B650M 1581.000 MTON| 68.20000 107824.20| 60.92000 96314.52| Superpave Bituminous Concrete Upper | | | Binder Layer, 19.0 mm Maximum Aggregate | | | Size Mix, ESAL Range C/D` | | | 0400 424B655M 50.000 MTON| 154.00000 7700.00| 84.19000 4209.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0410 424B681M 2034.000 MTON| 61.60000 125294.40| 57.54000 117036.36| Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0420 430B002M 52050.000 MTON| 21.00000 1093050.00| 24.70000 1285635.00| Aggregate Surfacing (ALDOT #467) | | | 0430 502A000M 427232.000 KG | 1.78000 760472.96| 1.66000 709205.12| Steel Reinforcement | | | 0440 502A002M 35530.000 KG | 1.83000 65019.90| 1.45000 51518.50| Steel Reinforcement (Grade 420) | | | 0450 502B000M LUMP| 47000.00000 47000.00| 47000.00000 47000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta 174+34.900, Approx. | | | 23 800 kg | | | 0460 505M000M 250.000 M | 118.00000 29500.00| 99.00000 24750.00| Steel Piling Furnished And Driven (HP | | | 250x62) | | | 0470 506A005M 99.000 M | 820.00000 81180.00| 725.00000 71775.00| Drilled Shaft Excavation, 1070 mm | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14007 |( ) |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 506B002M 25.000 M | 5906.00000 147650.00| 5300.00000 132500.00| Special Drilled Shaft Excavation, 1070 | | | mm Diameter | | | 0490 506C041M 118.000 M | 345.00000 40710.00| 255.00000 30090.00| Drilled Shaft Construction, 1070 mm | | | Diameter, Class DS1 Concrete | | | 0500 506F000M 104.000 M | 771.00000 80184.00| 680.00000 70720.00| Permanent Drilled Shaft Casing, 1070 mm | | | Diameter | | | 0510 506G001M 6.000 EACH| 1000.00000 6000.00| 950.00000 5700.00| Crosshole Sonic Logging, 1070 mm | | | Diameter | | | 0520 508A000M 3516.000 KG | 7.72000 27143.52| 4.65000 16349.40| Structural Steel | | | 0530 510A000M 137.000 M3 | 525.00000 71925.00| 530.00000 72610.00| Bridge Substructure Concrete, Class A | | | 0540 510C051M LUMP| 150000.00000 150000.00| 124000.00000 124000.00| Bridge Concrete Superstructure, Sta | | | 174+34.9, Approx. 174 cubic meters | | | 0550 510E000M 521.000 M2 | 8.38000 4365.98| 6.50000 3386.50| Grooving Concrete Bridge Decks | | | 0560 511A001M 36.000 EACH| 150.00000 5400.00| 110.00000 3960.00| Elastomeric Bearings, Type 2 | | | 0570 513B003M 107.000 M | 230.00000 24610.00| 311.00000 33277.00| Pretensioned-Prestressed Concrete | | | Girders, Type IM (Specialty Item) | | | 0580 513B015M 185.000 M | 575.00000 106375.00| 535.00000 98975.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-1370 (Specialty Item) | | | 0590 524A011M 4139.000 M3 | 539.28000 2232079.92| 504.00000 2086056.00| Culvert Concrete (Cast In Place) | | | 0600 530A001M 2439.000 M | 99.39000 242412.21| 128.86000 314289.54| 450 mm Roadway Pipe (Class 3 R.C.) | | | 0610 530A002M 285.000 M | 134.04000 38201.40| 159.21000 45374.85| 600 mm Roadway Pipe (Class 3 R.C.) | | | 0620 530A003M 398.000 M | 173.14000 68909.72| 207.94000 82760.12| 750 mm Roadway Pipe (Class 3 R.C.) | | | 0630 530A004M 224.000 M | 230.52000 51636.48| 245.34000 54956.16| 900 mm Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14007 |( ) |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 530A005M 220.000 M | 264.20000 58124.00| 294.53000 64796.60| 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0650 530A006M 91.000 M | 327.27000 29781.57| 348.81000 31741.71| 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0660 530A008M 30.000 M | 534.24000 16027.20| 505.09000 15152.70| 1500 mm Roadway Pipe (Class 3 R.C.) | | | 0670 530A012M 65.000 M | 105.76000 6874.40| 138.86000 9025.90| 450 mm Roadway Pipe (Class 4 R.C.) | | | 0680 530A013M 154.000 M | 144.11000 22192.94| 177.55000 27342.70| 600 mm Roadway Pipe (Class 4 R.C.) | | | 0690 530A603M 52.000 M | 154.51000 8034.52| 173.58000 9026.16| 750mm Roadway Pipe (2.0mm Wall | | | Thickness C.S.) (Temporary) | | | 0700 530A800M 29.000 M | 144.07000 4178.03| 223.02000 6467.58| 375 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0710 530B002M 34.000 M | 161.24000 5482.16| 165.47000 5625.98| 725 mm Span X 460 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0720 535A001M 142.000 M | 99.39000 14113.38| 120.03000 17044.26| 450 mm Side Drain Pipe | | | 0730 535A002M 65.000 M | 134.04000 8712.60| 137.27000 8922.55| 600 mm Side Drain Pipe | | | 0740 535A004M 61.000 M | 230.52000 14061.72| 184.21000 11236.81| 900 mm Side Drain Pipe | | | 0750 600A000M LUMP| 1750000.00000 1750000.00| 529350.00000 529350.00| Mobilization | | | 0760 601A000M 1.000 EACH| 7500.00000 7500.00| 530.00000 530.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0770 602A000M 205.000 EACH| 97.34000 19954.70| 159.00000 32595.00| Right Of Way Markers | | | 0780 602C000M 33.000 EACH| 133.65000 4410.45| 265.00000 8745.00| Permanent Easement Marker | | | 0790 606A000M 150.000 M | 31.78000 4767.00| 104.41000 15661.50| 150 mm Underdrain Pipe | | | 0800 610C001M 38952.000 MTON| 25.00000 973800.00| 43.46000 1692853.92| Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14007 |( ) |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 610D003M 29690.000 M2 | 3.00000 89070.00| 3.82000 113415.80| Filter Blanket, Geotextile | | | 0820 614A000M 282.000 M3 | 324.49000 91506.18| 295.00000 83190.00| Slope Paving | | | 0830 618B003M 40.000 M2 | 54.00000 2160.00| 48.00000 1920.00| Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0840 619A002M 62.000 EACH| 911.38000 56505.56| 625.00000 38750.00| 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0850 619A003M 16.000 EACH| 977.85000 15645.60| 675.00000 10800.00| 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0860 619A004M 4.000 EACH| 1167.28000 4669.12| 750.00000 3000.00| 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0870 619A005M 6.000 EACH| 1438.04000 8628.24| 950.00000 5700.00| 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0880 619A006M 7.000 EACH| 1706.23000 11943.61| 1200.00000 8400.00| 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0890 619A007M 2.000 EACH| 2211.12000 4422.24| 1500.00000 3000.00| 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0900 619A055M 4.000 EACH| 2184.78000 8739.12| 1600.00000 6400.00| 900 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0910 619A056M 1.000 EACH| 2612.50000 2612.50| 2050.00000 2050.00| 1050 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0920 619A059M 2.000 EACH| 4692.22000 9384.44| 2750.00000 5500.00| 1500 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0930 619A101M 14.000 EACH| 1093.44000 15308.16| 625.00000 8750.00| 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0940 619A102M 4.000 EACH| 1125.47000 4501.88| 675.00000 2700.00| 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14007 |( ) |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 619A104M 6.000 EACH| 1438.04000 8628.24| 950.00000 5700.00| 900 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0960 619A203M 4.000 EACH| 2334.57000 9338.28| 1500.00000 6000.00| 750 mm Roadway Pipe End Treatment, | | | Class 1 (Double Line) | | | 0970 619B017M 2.000 EACH| 1125.47000 2250.94| 1200.00000 2400.00| 725 mm Span, 460 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0980 620A000M 2.000 M3 | 1344.30000 2688.60| 850.00000 1700.00| Minor Structure Concrete | | | 0990 621A000M 9.000 EACH| 2998.70000 26988.30| 2500.00000 22500.00| Junction Boxes, Type 1, 1P Or 5 | | | 1000 621A001M 1.000 EACH| 2998.70000 2998.70| 2500.00000 2500.00| Junction Boxes, Type 1, 2P Or 5 | | | 1010 621A016M 4.000 EACH| 4365.39000 17461.56| 4250.00000 17000.00| Junction Boxes, Type 4, 1P Or 5 | | | 1020 621B000M 8.000 EACH| 507.46000 4059.68| 700.00000 5600.00| Junction Box Units, Type 1, 1P Or 5 | | | 1030 621B013M 4.000 EACH| 715.52000 2862.08| 850.00000 3400.00| Junction Box Units, Type 4, 1P Or 5 | | | 1040 621C020M 78.000 EACH| 2036.10000 158815.80| 1950.00000 152100.00| Inlets, Type Y | | | 1050 621C024M 1.000 EACH| 2827.62000 2827.62| 2500.00000 2500.00| Inlets, Type C Or P1 | | | 1060 621D019M 143.000 EACH| 542.79000 77618.97| 500.00000 71500.00| Inlet Units, Type Y | | | 1070 630A001M 678.000 M | 66.00000 44748.00| 87.00000 58986.00| Steel Beam Guardrail, Class A, Type 2 | | | 1080 630C070M 10.000 EACH| 2420.00000 24200.00| 2400.00000 24000.00| Guardrail End Anchor, Type 10 Series | | | 1090 635A000M 440.000 M | 22.59000 9939.60| 52.18000 22959.20| Woven Wire Fence | | | 1100 636A000M 638.000 M | 19.16000 12224.08| 20.86000 13308.68| Barbed Wire Fence, 4 Strands, 1.22 | | | Meters High | | | 1110 641A518M 247.000 M | 143.44000 35429.68| 156.88000 38749.36| 50.8 mm Copper Water Service Line Laid | | | 1120 641A612M 536.000 M | 108.32000 58059.52| 126.14000 67611.04| 152.4 mm Ductile Iron Water Main Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14007 |( ) |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 641A614M 990.000 M | 121.54000 120324.60| 139.92000 138520.80| 203.2 mm Ductile Iron Water Main Laid | | | 1140 641A616M 424.000 M | 136.77000 57990.48| 151.58000 64269.92| 254 mm Ductile Iron Water Main Laid | | | 1150 641A618M 222.000 M | 174.48000 38734.56| 231.08000 51299.76| 304.8 mm Ductile Iron Water Main Laid | | | 1160 641A624M 320.000 M | 271.32000 86822.40| 324.36000 103795.20| 457.2 mm Ductile Iron Water Main Laid | | | 1170 641A682M 135.000 M | 145.29000 19614.15| 132.50000 17887.50| 152.4 mm Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1180 641A684M 619.000 M | 161.09000 99714.71| 115.54000 71519.26| 203.2 mm Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1190 641A686M 80.000 M | 187.12000 14969.60| 271.36000 21708.80| 254 mm Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1200 641A694M 76.000 M | 365.83000 27803.08| 318.00000 24168.00| 457.2 mm Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1210 641A748M 1059.000 M | 93.28000 98783.52| 119.78000 126847.02| 203.2 mm P.V.C. Water Main Laid | | | 1215 641C500M 5000.000 KG | 14.59000 72950.00| 0.10000 500.00| Ductile Iron Fittings | | | 1220 641D500M 4.000 EACH| 3692.33000 14769.32| 3392.00000 13568.00| Fire Hydrant | | | 1230 641I515M 2.000 EACH| 2595.24000 5190.48| 3180.00000 6360.00| 50.8 mm Air Release Valve | | | 1240 645A510M 450.000 M | 145.75000 65587.50| 146.28000 65826.00| 203.2 mm Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 1250 645A512M 445.000 M | 174.68000 77732.60| 153.70000 68396.50| 254 mm Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 1260 645A520M 72.000 M | 291.67000 21000.24| 265.00000 19080.00| 457.2 mm Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 1270 645A548M 343.000 M | 126.01000 43221.43| 131.44000 45083.92| 203.2 mm P.V.C. Sanitary Sewer Gravity | | | Pipe Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14007 |( ) |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 645H510M 20.000 EACH| 3203.00000 64060.00| 2586.40000 51728.00| 1219.2 mm Manhole | | | 1290 645I500M 36.000 EACH| 500.04000 18001.44| 424.00000 15264.00| 1219.2 mm Manhole Unit | | | 1300 649A535M 126.000 M | 346.74000 43689.24| 328.60000 41403.60| 304.8 mm Steel Encasement Pipe, Type 1 | | | Installation | | | 1310 649A545M 723.000 M | 401.51000 290291.73| 344.50000 249073.50| 406.4 mm Steel Encasement Pipe, Type 1 | | | Installation | | | 1320 649A555M 195.000 M | 555.03000 108230.85| 445.20000 86814.00| 508 mm Steel Encasement Pipe, Type 1 | | | Installation | | | 1330 649A570M 142.000 M | 809.17000 114902.14| 858.60000 121921.20| 914.4 mm Steel Encasement Pipe, Type 1 | | | Installation | | | 1340 650B000M 134827.000 M3 | 2.75000 370774.25| 3.47000 467849.69| Topsoil From Stockpiles | | | 1350 652A100M 95.000 HA | 1249.82000 118732.90| 1420.83000 134978.85| Seeding | | | 1360 652C000M 195.000 HA | 108.68000 21192.60| 160.62000 31320.90| Mowing | | | 1370 654A001M 4560.000 M2 | 3.96000 18057.60| 5.40000 24624.00| Solid Sodding (Bermuda) | | | 1380 656A010M 95.000 HA | 1222.65000 116151.75| 1235.50000 117372.50| Mulching | | | 1390 659A040M 5000.000 M2 | 1.32000 6600.00| 2.40000 12000.00| Rolled Erosion Control Product, Type | | | (3A) | | | 1400 659A049M 24991.000 M2 | 1.49000 37236.59| 4.80000 119956.80| Rolled Erosion Control Product, Type | | | (5B) | | | 1410 665A000M 20.000 HA | 1358.50000 27170.00| 1235.50000 24710.00| Temporary Seeding | | | 1420 665B000M 20.000 HA | 1210.00000 24200.00| 1235.50000 24710.00| Temporary Mulching | | | 1430 665C000M 184.000 M | 57.70000 10616.80| 65.63000 12075.92| 375 mm Temporary Pipe | | | 1440 665E000M 596.000 M2 | 1.83000 1090.68| 1.27000 756.92| Polyethylene | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14007 |( ) |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1450 665G000M 268.000 EACH| 4.35000 1165.80| 5.30000 1420.40| Sand Bags | | | 1460 665I000M 335.000 MTON| 45.00000 15075.00| 51.20000 17152.00| Temporary Riprap, Class 2 | | | 1470 665J000M 9236.000 M | 13.40000 123762.40| 17.38000 160521.68| Silt Fence, Type A | | | 1480 665K000M 770.000 M3 | 11.30000 8701.00| 11.13000 8570.10| Drainage Sump Excavation | | | 1490 665L000M 132.000 M | 103.79000 13700.28| 66.62000 8793.84| Floating Basin Boom | | | 1500 665N000M 4056.000 MTON| 32.00000 129792.00| 41.47000 168202.32| Temporary Coarse Aggregate, ALDOT | | | Number 1 | | | 1510 665Q001M 3056.000 M | 23.46000 71693.76| 49.63000 151669.28| 500 mm Wattle | | | 1520 665T000M 488.000 M | 4.00000 1952.00| 6.96000 3396.48| Temporary Earth Berms | | | 1530 666A001M 60.000 HA | 13.58000 814.80| 0.01000 0.60| Pest Control Treatment | | | 1540 672B000M 1064.000 KG | 27.50000 29260.00| 51.41000 54700.24| Flocculant Powder | | | 1550 680A000M LUMP| 200000.00000 200000.00| 434600.00000 434600.00| Engineering Controls | | | 1560 701A004M 7.000 KM | 409.20000 2864.40| 372.00000 2604.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 1570 701A012M 7.000 KM | 409.20000 2864.40| 372.00000 2604.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1580 701C001M 3.000 KM | 684.20000 2052.60| 622.00000 1866.00| Solid Temporary Traffic Stripe | | | 1590 703A000M 5.000 M2 | 24.20000 121.00| 22.00000 110.00| Traffic Control Markings, Class 1, Type | | | A | | | 1600 705A037M 50.000 EACH| 11.00000 550.00| 10.00000 500.00| Pavement Markers, Class A-H, Type 2-D | | | 1610 710A115M 1.000 M2 | 174.75000 174.75| 168.54000 168.54| Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick Or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III Or Ty IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060526010 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 14007 |( ) |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1620 710A126M 5.000 M2 | 203.88000 1019.40| 197.16000 985.80| Class 8, Aluminum Flat Sign Panels 2. | | | 032 mm Thick Or Steel Flat Sign Panels | | | 1.897 mm Thick (Type IX Background) | | | 1630 710B001M 26.000 M | 29.12000 757.12| 28.09000 730.34| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1640 713A000M 6.000 M | 687.50000 4125.00| 413.40000 2480.40| Permanent Barricades | | | 1650 740B000M 164.000 M2 | 110.68000 18151.52| 107.06000 17557.84| Construction Signs | | | 1660 740C000M 12.000 M2 | 233.00000 2796.00| 224.72000 2696.64| Special Construction Signs | | | 1670 740D000M 449.000 EACH| 75.73000 34002.77| 90.10000 40454.90| Channelizing Drums | | | 1680 740E000M 25.000 EACH| 5.00000 125.00| 21.31000 532.75| Cones (900 mm High) | | | 1690 740F002M 114.000 EACH| 273.78000 31210.92| 265.00000 30210.00| Barricades, Type III | | | 1700 740I005M 57.000 EACH| 466.00000 26562.00| 530.00000 30210.00| Warning Lights, Type B (Detachable Head | | | 1710 740L005M 57.000 EACH| 58.25000 3320.25| 56.18000 3202.26| Vertical Panel, Type I (Double-Sided) | | | 1720 740M001M 25.000 EACH| 5.00000 125.00| 9.01000 225.25| Ballast For Cone | | | 1730 998A000M LUMP| 895000.00000 895000.00| 895000.00000 895000.00| Construction Fuel (Maximum Bid Limited | | | To $ 895,000) | | | 1740 999 000M 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 19,865,640.62| $ 24,255,123.86| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,865,640.62| $ 24,255,123.86| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20060526014 COUNTIES : COVINGTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 07 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0015(511) for constructing the Planing, Resurfacing and Traffic Stripe 99-307-203-015-601 on SR-15 (US-29) from SR-137 to the south city limit of Andalusia. Length 8.148 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 1,330,249.22 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,457,274.75 109.5490% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20060526014 COUNTIES : COVINGTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, 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 209A000 8.000 EACH| 75.00000 600.00| 100.00000 800.00| Mailbox Reset, Single | | | 0020 210D014 14000.000 CUYD| 6.00000 84000.00| 7.85000 109900.00| Borrow Excavation (A-4) | | | 0030 212A000 431.000 STA | 50.00000 21550.00| 35.00000 15085.00| Machine Grading Shoulders | | | 0040 401B100 115835.000 SQYD| 1.12000 129735.20| 1.10000 127418.50| Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 1456.000 GAL | 1.50000 2184.00| 0.50000 728.00| Tack Coat | | | 0060 408A052 115835.000 SQYD| 0.60000 69501.00| 0.82000 94984.70| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A361 11319.000 TON | 49.00000 554631.00| 55.01000 622658.19| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 1000.000 TON | 38.00000 38000.00| 63.34000 63340.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B663 4346.000 TON | 50.87000 221081.02| 44.76000 194526.96| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 42000.00000 42000.00| 58535.00000 58535.00| Mobilization | | | 0110 652A100 20.000 ACRE| 440.00000 8800.00| 426.00000 8520.00| Seeding | | | 0120 656A010 20.000 ACRE| 410.00000 8200.00| 400.00000 8000.00| Mulching | | | 0130 665F000 500.000 EACH| 8.00000 4000.00| 4.00000 2000.00| Hay Bales | | | 0140 665J000 7500.000 LF | 2.50000 18750.00| 2.25000 16875.00| Silt Fence, Type A | | | 0150 665O001 7500.000 LF | 0.20000 1500.00| 0.10000 750.00| Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20060526014 COUNTIES : COVINGTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 666A001 20.000 ACRE| 5.00000 100.00| 3.00000 60.00| Pest Control Treatment | | | 0170 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| Engineering Controls | | | 0180 701A028 17.000 MILE| 1775.00000 30175.00| 1775.00000 30175.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A046 6.000 MILE| 1050.00000 6300.00| 1050.00000 6300.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 9.000 MILE| 1995.00000 17955.00| 1995.00000 17955.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 265.000 LF | 1.50000 397.50| 1.50000 397.50| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 12.000 MILE| 650.00000 7800.00| 650.00000 7800.00| Broken Temporary Traffic Stripe | | | 0230 701C001 51.000 MILE| 720.00000 36720.00| 720.00000 36720.00| Solid Temporary Traffic Stripe | | | 0240 701D007 1.000 MILE| 2.00000 2.00| 2500.00000 2500.00| Solid Traffic Stripe Removed (Paint) | | | 0250 701D008 1.000 MILE| 2.00000 2.00| 2500.00000 2500.00| Solid Traffic Stripe Removed (Plastic) | | | 0260 701D014 1.000 MILE| 2.00000 2.00| 2500.00000 2500.00| Broken Traffic Stripe Removed (Paint) | | | 0270 701D015 1.000 MILE| 2.00000 2.00| 2000.00000 2000.00| Broken Traffic Stripe Removed (Plastic) | | | 0280 703A002 734.000 SQFT| 3.25000 2385.50| 3.25000 2385.50| Traffic Control Markings, Class 2, Type | | | A | | | 0290 703B002 45.000 SQFT| 5.00000 225.00| 5.00000 225.00| Traffic Control Legends, Class 2, Type | | | 0300 703D001 353.000 SQFT| 2.00000 706.00| 2.00000 706.00| Temporary Traffic Control Markings | | | 0310 705A030 44.000 EACH| 5.00000 220.00| 5.00000 220.00| Pavement Markers, Class A-H, Type 2-C | | | 0320 705A032 468.000 EACH| 5.00000 2340.00| 5.00000 2340.00| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20060526014 COUNTIES : COVINGTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 705A037 693.000 EACH| 5.00000 3465.00| 5.00000 3465.00| Pavement Markers, Class A-H, Type 2-D | | | 0340 705A038 79.000 EACH| 5.00000 395.00| 5.00000 395.00| Pavement Markers, Class A-H, Type 2-E | | | 0350 740B000 1530.000 SQFT| 8.50000 13005.00| 7.98000 12209.40| Construction Signs | | | 0360 740E000 100.000 EACH| 0.10000 10.00| 2.00000 200.00| Cones (36 Inches High) | | | 0370 740M001 100.000 EACH| 0.10000 10.00| 1.00000 100.00| Ballast For Cone | | | 0380 740O000 1.000 EACH| 2500.00000 2500.00| 1000.00000 1000.00| Pilot Car | | | 0390 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 66,000.00) | | | SECTION TOTALS | $ 1,330,249.22| $ 1,457,274.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,330,249.22| $ 1,457,274.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20060526016 COUNTIES : MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0253(500) for constructing the Resurfacing and Traffic Stripe on 99-302-473-253-601 SR-253 from SR-118 in Winfield to SR-44. Length 5.866 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONSTRUCTION, INC. $ 1,086,158.38 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 1,205,887.25 111.0232% 3 01087 APAC-SOUTHEAST, INC. $ 1,316,227.00 121.1819% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20060526016 COUNTIES : MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT 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 206C010 93.000 SQYD| 80.00000 7440.00| 5.00000 465.00| 44.79000 4165.47 Removing Concrete Driveway | | | 0020 209A000 9.000 EACH| 150.00000 1350.00| 250.00000 2250.00| 118.76000 1068.84 Mailbox Reset, Single | | | 0030 209A002 1.000 EACH| 225.00000 225.00| 350.00000 350.00| 299.60000 299.60 Mailbox Reset, Multiple | | | 0040 305B060 1901.000 TON | 18.16000 34522.16| 18.00000 34218.00| 23.82000 45281.82 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0050 405A000 5643.000 GAL | 1.60000 9028.80| 2.50000 14107.50| 1.25000 7053.75 Tack Coat | | | 0060 408A051 1067.000 SQYD| 9.00000 9603.00| 7.50000 8002.50| 7.10000 7575.70 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0070 424A340 7223.000 TON | 42.56000 307410.88| 51.00000 368373.00| 56.41000 407449.43 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424A349 66.000 TON | 75.00000 4950.00| 75.00000 4950.00| 119.99000 7919.34 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B639 1000.000 TON | 55.00000 55000.00| 60.00000 60000.00| 45.00000 45000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 424B642 1587.000 TON | 53.22000 84460.14| 52.00000 82524.00| 54.66000 86745.42 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424B643 7780.000 TON | 44.44000 345743.20| 50.00000 389000.00| 51.19000 398258.20 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0120 424B646 71.000 TON | 70.00000 4970.00| 50.00000 3550.00| 114.06000 8098.26 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20060526016 COUNTIES : MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424C350 1530.000 TON | 50.89000 77861.70| 49.00000 74970.00| 56.62000 86628.60 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 600A000 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 111939.23000 111939.23 Mobilization | | | 0150 652A100 2.000 ACRE| 1250.00000 2500.00| 1500.00000 3000.00| 1321.13000 2642.26 Seeding | | | 0160 656A010 2.000 ACRE| 1250.00000 2500.00| 1500.00000 3000.00| 1301.59000 2603.18 Mulching | | | 0170 665J000 200.000 LF | 10.00000 2000.00| 10.00000 2000.00| 7.43000 1486.00 Silt Fence, Type A | | | 0180 665O001 200.000 LF | 6.00000 1200.00| 5.00000 1000.00| 3.88000 776.00 Silt Fence Removal | | | 0190 665Q001 300.000 LF | 9.00000 2700.00| 10.00000 3000.00| 7.19000 2157.00 20 Inch Wattle | | | 0200 680A000 LUMP| 20000.00000 20000.00| 7500.00000 7500.00| 5513.23000 5513.23 Engineering Controls | | | 0210 701A028 12.000 MILE| 1800.00000 21600.00| 1980.00000 23760.00| 1818.00000 21816.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0220 701A046 2.000 MILE| 1075.00000 2150.00| 1182.50000 2365.00| 1085.75000 2171.50 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701A048 4.000 MILE| 2100.00000 8400.00| 2310.00000 9240.00| 2121.00000 8484.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701C000 4.000 MILE| 720.00000 2880.00| 792.00000 3168.00| 727.20000 2908.80 Broken Temporary Traffic Stripe | | | 0250 701C001 32.000 MILE| 780.00000 24960.00| 858.00000 27456.00| 787.80000 25209.60 Solid Temporary Traffic Stripe | | | 0260 703A002 1390.000 SQFT| 3.50000 4865.00| 3.85000 5351.50| 3.54000 4920.60 Traffic Control Markings, Class 2, Type | | | A | | | 0270 703B002 157.000 SQFT| 4.00000 628.00| 4.40000 690.80| 4.04000 634.28 Traffic Control Legends, Class 2, Type | | | 0280 703D001 1808.000 SQFT| 2.00000 3616.00| 2.20000 3977.60| 2.02000 3652.16 Temporary Traffic Control Markings | | | 0290 703E001 314.000 SQFT| 2.00000 628.00| 2.20000 690.80| 2.02000 634.28 Temporary Traffic Control Legends | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20060526016 COUNTIES : MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A032 103.000 EACH| 5.50000 566.50| 6.05000 623.15| 5.56000 572.68 Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 640.000 EACH| 5.50000 3520.00| 6.05000 3872.00| 5.56000 3558.40 Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 865.000 SQFT| 12.00000 10380.00| 7.96000 6885.40| 8.48000 7335.20 Construction Signs | | | 0330 740D000 20.000 EACH| 65.00000 1300.00| 55.00000 1100.00| 0.06000 1.20 Channelizing Drums | | | 0340 740E000 100.000 EACH| 15.00000 1500.00| 14.92000 1492.00| 0.06000 6.00 Cones (36 Inches High) | | | 0350 740M001 100.000 EACH| 12.00000 1200.00| 9.55000 955.00| 0.06000 6.00 Ballast For Cone | | | 0360 740O000 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 1653.97000 1653.97 Pilot Car | | | 0370 998A000 LUMP| 2000.00000 2000.00| 25000.00000 25000.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 52,000.00) | | | SECTION TOTALS | $ 1,086,158.38| $ 1,205,887.25| $ 1,316,227.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,086,158.38| $ 1,205,887.25| $ 1,316,227.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20060526021 COUNTIES : MONTGOMERY LETTING DATE : 05/26/06 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BAC-SP05(900) for constructing the Motorcycle Safety Course at the intersection of Traffic Operations Road and Coliseum Boulevard in Montgomery. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 264,122.35 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 271,627.90 102.8417% 3 01087 APAC-SOUTHEAST, INC. $ 283,026.55 107.1574% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20060526021 COUNTIES : MONTGOMERY LETTING DATE : 05/26/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, 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 206D000 148.000 LF | 10.00000 1480.00| 20.00000 2960.00| 25.25000 3737.00 Removing Pipe | | | 0020 206E001 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 757.60000 757.60 Removing Inlets | | | 0030 210A000 1301.000 CUYD| 7.75000 10082.75| 5.00000 6505.00| 7.30000 9497.30 Unclassified Excavation | | | 0040 210D001 2125.000 CUYD| 10.00000 21250.00| 10.00000 21250.00| 12.63000 26838.75 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 231B004 1518.000 TON | 42.00000 63756.00| 21.00000 31878.00| 40.40000 61327.20 Roadbed Stabilizing Material, ALDOT #57 | | | 0060 401A000 12900.000 SQYD| 0.37000 4773.00| 0.50000 6450.00| 0.60000 7740.00 Bituminous Treatment A | | | 0070 405A000 387.000 GAL | 0.75000 290.25| 3.00000 1161.00| 1.40000 541.80 Tack Coat | | | 0080 424A340 968.000 TON | 51.97000 50306.96| 55.00000 53240.00| 60.10000 58176.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0091 424B636 1613.000 TON | 44.88000 72391.44| 48.50000 78230.50| 54.70000 88231.10 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0100 600A000 LUMP| 25000.00000 25000.00| 45800.00000 45800.00| 6000.00000 6000.00 Mobilization | | | 0110 650B000 104.000 CUYD| 16.75000 1742.00| 25.00000 2600.00| 15.15000 1575.60 Topsoil From Stockpiles | | | 0120 652A100 1.000 ACRE| 1410.00000 1410.00| 1500.00000 1500.00| 1500.00000 1500.00 Seeding | | | 0130 656A010 1.000 ACRE| 1128.00000 1128.00| 1200.00000 1200.00| 1200.00000 1200.00 Mulching | | | 0140 665J000 1626.000 LF | 3.20000 5203.20| 3.40000 5528.40| 3.40000 5528.40 Silt Fence, Type A | | | 0150 665O001 1625.000 LF | 0.19000 308.75| 0.20000 325.00| 0.20000 325.00 Silt Fence Removal | | | 0160 680A000 LUMP| 4500.00000 4500.00| 6000.00000 6000.00| 5050.00000 5050.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20060526021 COUNTIES : MONTGOMERY LETTING DATE : 05/26/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 998A000 LUMP| 0.00000 0.00| 6000.00000 6000.00| 5000.00000 5000.00 Construction Fuel (Maximum Bid Limited | | | To $ 12,000.00) | | | SECTION TOTALS | $ 264,122.35| $ 271,627.90| $ 283,026.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 264,122.35| $ 271,627.90| $ 283,026.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20060526024 COUNTIES : CLEBURNE LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-STPSA-0004(508) for constructing the Planing, Resurfacing and Traffic Stripe on SR-4 (US-78) from the east city limit of Fruithurst to the Georgia state line. Length 4.010 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 778,170.60 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 792,712.90 101.8688% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20060526024 COUNTIES : CLEBURNE LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 5.000 EACH| 393.61000 1968.05| 170.00000 850.00| Mailbox Reset, Single | | | 0020 401B100 70320.000 SQYD| 0.92000 64694.40| 0.90000 63288.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 6371.000 GAL | 1.80000 11467.80| 0.00000 0.00| Tack Coat | | | 0040 407A000 1240.000 GAL | 23.69000 29375.60| 21.00000 26040.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A051 61800.000 SQYD| 1.06000 65508.00| 0.85000 52530.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 408A052 834.000 SQYD| 1.22000 1017.48| 0.85000 708.90| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A360 5800.000 TON | 59.75000 346550.00| 58.00000 336400.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 200.000 TON | 81.65000 16330.00| 70.00000 14000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424A369 200.000 TON | 88.13000 17626.00| 80.00000 16000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B654 100.000 TON | 124.33000 12433.00| 100.00000 10000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424C371 2020.000 TON | 54.47000 110029.40| 52.00000 105040.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 430B043 560.000 TON | 32.85000 18396.00| 29.00000 16240.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20060526024 COUNTIES : CLEBURNE LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 3343.49000 3343.49| 73500.00000 73500.00| Mobilization | | | 0140 701A028 8.000 MILE| 1890.00000 15120.00| 1800.00000 14400.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A041 3.000 MILE| 1155.00000 3465.00| 1100.00000 3300.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A046 1.000 MILE| 1155.00000 1155.00| 1100.00000 1100.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 4.000 MILE| 2205.00000 8820.00| 2100.00000 8400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701C000 8.000 MILE| 756.00000 6048.00| 720.00000 5760.00| Broken Temporary Traffic Stripe | | | 0190 701C001 36.000 MILE| 819.00000 29484.00| 780.00000 28080.00| Solid Temporary Traffic Stripe | | | 0200 703A002 560.000 SQFT| 3.68000 2060.80| 3.50000 1960.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703D001 260.000 SQFT| 2.10000 546.00| 2.00000 520.00| Temporary Traffic Control Markings | | | 0220 740B000 518.000 SQFT| 8.90000 4610.20| 12.00000 6216.00| Construction Signs | | | 0230 740E000 100.000 EACH| 2.10000 210.00| 0.00000 0.00| Cones (36 Inches High) | | | 0240 740M001 100.000 EACH| 2.10000 210.00| 0.00000 0.00| Ballast For Cone | | | 0250 740O000 1.000 EACH| 5902.38000 5902.38| 6890.00000 6890.00| Pilot Car | | | 0260 741C010 1.000 EACH| 1800.00000 1800.00| 1490.00000 1490.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0270 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 37,000.00) | | | SECTION TOTALS | $ 778,170.60| $ 792,712.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 778,170.60| $ 792,712.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20060526025 COUNTIES : FRANKLIN MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : RECA-0017(513) for constructing the Resurfacing and Traffic Stripe on SR-17 (US-43) from MP 294.715 south of the Marion county line through Liberty Hill to MP 301.496. Length 6.783 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONSTRUCTION, INC. $ 953,696.22 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,023,796.03 107.3503% 3 19074 S & M EQUIPMENT CO., INC. $ 1,059,642.40 111.1090% 4 18031 ROGERS GROUP, INC. $ 1,189,088.50 124.6821% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060526025 COUNTIES : FRANKLIN MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 19074 |TRI-COUNTY CONSTRUCTION, IN |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 7.000 EACH| 125.00000 875.00| 166.13000 1162.91| 250.00000 1750.00 Mailbox Reset, Single | | | 0020 305B060 3019.000 TON | 16.00000 48304.00| 19.21000 57994.99| 15.00000 45285.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 405A000 4039.000 GAL | 1.50000 6058.50| 1.21000 4887.19| 2.50000 10097.50 Tack Coat | | | 0040 408A051 127873.000 SQYD| 0.60000 76723.80| 0.55000 70330.15| 1.22000 156005.06 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 410H000 1.000 EACH| 20000.00000 20000.00| 25320.62000 25320.62| 12500.00000 12500.00 Material Remixing Device | | | 0060 424A360 10394.000 TON | 45.14000 469185.16| 53.36000 554623.84| 49.00000 509306.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A369 40.000 TON | 60.00000 2400.00| 101.12000 4044.80| 75.00000 3000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B653 1000.000 TON | 52.95000 52950.00| 45.00000 45000.00| 58.00000 58000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B657 2562.000 TON | 49.23000 126127.26| 51.17000 131097.54| 48.00000 122976.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 20000.00000 20000.00| 22543.81000 22543.81| 15000.00000 15000.00 Mobilization | | | 0110 665J000 200.000 LF | 6.00000 1200.00| 5.72000 1144.00| 10.00000 2000.00 Silt Fence, Type A | | | 0120 665O001 200.000 LF | 3.00000 600.00| 3.44000 688.00| 5.00000 1000.00 Silt Fence Removal | | | 0130 665Q001 300.000 LF | 9.00000 2700.00| 6.80000 2040.00| 10.00000 3000.00 20 Inch Wattle | | | 0140 680A000 LUMP| 20000.00000 20000.00| 4269.51000 4269.51| 6500.00000 6500.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060526025 COUNTIES : FRANKLIN MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 19074 |TRI-COUNTY CONSTRUCTION, IN |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A028 15.000 MILE| 1800.00000 27000.00| 1854.36000 27815.40| 1890.00000 28350.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A046 7.000 MILE| 1075.00000 7525.00| 1107.47000 7752.29| 1128.75000 7901.25 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 3.000 MILE| 2100.00000 6300.00| 2163.42000 6490.26| 2205.00000 6615.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 381.000 LF | 1.50000 571.50| 1.55000 590.55| 1.58000 601.98 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 13.000 MILE| 720.00000 9360.00| 741.74000 9642.62| 756.00000 9828.00 Broken Temporary Traffic Stripe | | | 0200 701C001 31.000 MILE| 780.00000 24180.00| 803.56000 24910.36| 819.00000 25389.00 Solid Temporary Traffic Stripe | | | 0210 703A002 1418.000 SQFT| 3.50000 4963.00| 3.61000 5118.98| 3.68000 5218.24 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 90.000 SQFT| 4.00000 360.00| 4.12000 370.80| 4.20000 378.00 Traffic Control Legends, Class 2, Type | | | 0230 703D001 1252.000 SQFT| 2.00000 2504.00| 2.06000 2579.12| 2.10000 2629.20 Temporary Traffic Control Markings | | | 0240 705A030 38.000 EACH| 5.50000 209.00| 5.67000 215.46| 5.78000 219.64 Pavement Markers, Class A-H, Type 2-C | | | 0250 705A032 298.000 EACH| 5.50000 1639.00| 5.67000 1689.66| 5.78000 1722.44 Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 462.000 EACH| 5.50000 2541.00| 5.67000 2619.54| 5.78000 2670.36 Pavement Markers, Class A-H, Type 2-D | | | 0270 705A038 112.000 EACH| 5.50000 616.00| 5.67000 635.04| 5.78000 647.36 Pavement Markers, Class A-H, Type 2-E | | | 0280 740B000 817.000 SQFT| 12.00000 9804.00| 8.65000 7067.05| 7.61000 6217.37 Construction Signs | | | 0290 740E000 100.000 EACH| 25.00000 2500.00| 0.06000 6.00| 14.24000 1424.00 Cones (36 Inches High) | | | 0300 740M001 100.000 EACH| 20.00000 2000.00| 0.06000 6.00| 9.11000 911.00 Ballast For Cone | | | 0310 740O000 1.000 EACH| 2500.00000 2500.00| 1138.54000 1138.54| 2500.00000 2500.00 Pilot Car | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060526025 COUNTIES : FRANKLIN MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 19074 |TRI-COUNTY CONSTRUCTION, IN |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 998A000 LUMP| 2000.00000 2000.00| 1.00000 1.00| 10000.00000 10000.00 Construction Fuel (Maximum Bid Limited | | | To $ 49,000.00) | | | SECTION TOTALS | $ 953,696.22| $ 1,023,796.03| $ 1,059,642.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 953,696.22| $ 1,023,796.03| $ 1,059,642.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060526025 COUNTIES : FRANKLIN MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 18031 |( ) |( ) |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 7.000 EACH| 200.00000 1400.00| | Mailbox Reset, Single | | | 0020 305B060 3019.000 TON | 21.00000 63399.00| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 405A000 4039.000 GAL | 2.00000 8078.00| | Tack Coat | | | 0040 408A051 127873.000 SQYD| 1.00000 127873.00| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 410H000 1.000 EACH| 25000.00000 25000.00| | Material Remixing Device | | | 0060 424A360 10394.000 TON | 52.00000 540488.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A369 40.000 TON | 80.00000 3200.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B653 1000.000 TON | 60.00000 60000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B657 2562.000 TON | 65.00000 166530.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 78379.00000 78379.00| | Mobilization | | | 0110 665J000 200.000 LF | 6.00000 1200.00| | Silt Fence, Type A | | | 0120 665O001 200.000 LF | 2.00000 400.00| | Silt Fence Removal | | | 0130 665Q001 300.000 LF | 12.00000 3600.00| | 20 Inch Wattle | | | 0140 680A000 LUMP| 3500.00000 3500.00| | Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 025 -6 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060526025 COUNTIES : FRANKLIN MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 18031 |( ) |( ) |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A028 15.000 MILE| 1800.00000 27000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A046 7.000 MILE| 1075.00000 7525.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 3.000 MILE| 2100.00000 6300.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 381.000 LF | 1.50000 571.50| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 13.000 MILE| 720.00000 9360.00| | Broken Temporary Traffic Stripe | | | 0200 701C001 31.000 MILE| 780.00000 24180.00| | Solid Temporary Traffic Stripe | | | 0210 703A002 1418.000 SQFT| 3.50000 4963.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 90.000 SQFT| 4.00000 360.00| | Traffic Control Legends, Class 2, Type | | | 0230 703D001 1252.000 SQFT| 2.00000 2504.00| | Temporary Traffic Control Markings | | | 0240 705A030 38.000 EACH| 5.50000 209.00| | Pavement Markers, Class A-H, Type 2-C | | | 0250 705A032 298.000 EACH| 5.50000 1639.00| | Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 462.000 EACH| 5.50000 2541.00| | Pavement Markers, Class A-H, Type 2-D | | | 0270 705A038 112.000 EACH| 5.50000 616.00| | Pavement Markers, Class A-H, Type 2-E | | | 0280 740B000 817.000 SQFT| 16.00000 13072.00| | Construction Signs | | | 0290 740E000 100.000 EACH| 20.00000 2000.00| | Cones (36 Inches High) | | | 0300 740M001 100.000 EACH| 2.00000 200.00| | Ballast For Cone | | | 0310 740O000 1.000 EACH| 3000.00000 3000.00| | Pilot Car | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 025 -7 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060526025 COUNTIES : FRANKLIN MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 18031 |( ) |( ) |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 998A000 LUMP| 1.00000 1.00| | Construction Fuel (Maximum Bid Limited | | | To $ 49,000.00) | | | SECTION TOTALS | $ 1,189,088.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,189,088.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20060526029 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : RECA-STPSA-0076(503) for constructing the Resurfacing and Traffic Stripe on SR-76 from SR-38 (US-280) in Childersburg to SR-21 in Winterboro. Length 9.954 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,839,770.22 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,934,246.25 105.1352% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20060526029 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 7.000 EACH| 323.01000 2261.07| 170.00000 1190.00| Mailbox Reset, Single | | | 0020 401B100 168000.000 SQYD| 0.67000 112560.00| 0.74000 124320.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 15100.000 GAL | 1.80000 27180.00| 0.00000 0.00| Tack Coat | | | 0040 407A000 2391.000 GAL | 24.15000 57742.65| 21.00000 50211.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A052 10000.000 SQYD| 1.58000 15800.00| 2.50000 25000.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 410B000 1.000 EACH| 5002.86000 5002.86| 10000.00000 10000.00| State Furnished Profilograph | | | 0070 424A356 6800.000 TON | 57.74000 392632.00| 52.00000 353600.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A359 200.000 TON | 82.46000 16492.00| 75.00000 15000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0090 424A360 680.000 TON | 57.75000 39270.00| 67.00000 45560.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424B654 200.000 TON | 104.19000 20838.00| 95.00000 19000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B658 12990.000 TON | 47.66000 619103.40| 49.25000 639757.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B661 100.000 TON | 98.62000 9862.00| 65.00000 6500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20060526029 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424C371 4290.000 TON | 54.33000 233075.70| 48.00000 205920.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 430B043 2000.000 TON | 20.73000 41460.00| 23.00000 46000.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0150 600A000 LUMP| 60405.13000 60405.13| 210400.00000 210400.00| Mobilization | | | 0160 701A028 20.000 MILE| 1890.00000 37800.00| 1800.00000 36000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A031 1.000 MILE| 5250.00000 5250.00| 5000.00000 5000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701A046 3.000 MILE| 1102.50000 3307.50| 1050.00000 3150.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 9.000 MILE| 1890.00000 17010.00| 1800.00000 16200.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701B009 450.000 LF | 2.10000 945.00| 2.00000 900.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0210 701C000 8.000 MILE| 756.00000 6048.00| 720.00000 5760.00| Broken Temporary Traffic Stripe | | | 0220 701C001 87.000 MILE| 819.00000 71253.00| 780.00000 67860.00| Solid Temporary Traffic Stripe | | | 0230 703A002 2200.000 SQFT| 3.41000 7502.00| 3.25000 7150.00| Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 137.000 SQFT| 3.94000 539.78| 3.75000 513.75| Traffic Control Legends, Class 2, Type | | | 0250 703D001 600.000 SQFT| 2.10000 1260.00| 2.00000 1200.00| Temporary Traffic Control Markings | | | 0260 703E001 30.000 SQFT| 2.10000 63.00| 2.00000 60.00| Temporary Traffic Control Legends | | | 0270 730H001 3000.000 LF | 3.41000 10230.00| 3.25000 9750.00| Loop Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20060526029 COUNTIES : TALLADEGA LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 730I001 1000.000 LF | 0.53000 530.00| 0.50000 500.00| Loop Detector Lead-In-Cable | | | 0290 740B000 1062.000 SQFT| 8.90000 9451.80| 12.00000 12744.00| Construction Signs | | | 0300 740O000 1.000 EACH| 14895.33000 14895.33| 15000.00000 15000.00| Pilot Car | | | 0310 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 89,000) | | | SECTION TOTALS | $ 1,839,770.22| $ 1,934,246.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,839,770.22| $ 1,934,246.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20060526030 COUNTIES : MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0118(506) for constructing the Planing, Resurfacing and Traffic Stripe on SR-118 (US-278) from the Lamar County line to the Burlington Northern Railroad in Guin. Length 2.460 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONSTRUCTION, INC. $ 590,430.62 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 624,790.63 105.8195% 3 01087 APAC-SOUTHEAST, INC. $ 671,947.57 113.8064% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20060526030 COUNTIES : MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT 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 305B060 613.000 TON | 25.00000 15325.00| 18.00000 11034.00| 26.16000 16036.08 Crushed Aggregate, Section 825, Type B, | | | for Miscellaneous Use | | | 0020 401A004 44988.000 SQYD| 0.80000 35990.40| 0.85000 38239.80| 0.78000 35090.64 Bituminous Treatment E | | | 0030 405A000 1350.000 GAL | 1.50000 2025.00| 2.50000 3375.00| 1.26000 1701.00 Tack Coat | | | 0040 408A052 36627.000 SQYD| 0.80000 29301.60| 1.73000 63364.71| 0.56000 20511.12 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 410H000 1.000 EACH| 20000.00000 20000.00| 8000.00000 8000.00| 9523.08000 9523.08 Material Remixing Device | | | 0060 424A360 3478.000 TON | 46.71000 162457.38| 50.61000 176021.58| 60.33000 209827.74 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A369 9.000 TON | 80.00000 720.00| 100.00000 900.00| 60.19000 541.71 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B653 1000.000 TON | 52.29000 52290.00| 61.06000 61060.00| 45.00000 45000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B657 2019.000 TON | 47.66000 96225.54| 51.06000 103090.14| 58.88000 118878.72 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0100 424C370 1170.000 TON | 49.01000 57341.70| 43.67000 51093.90| 58.00000 67860.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 79088.09000 79088.09 Mobilization | | | 0120 652A100 2.000 ACRE| 1250.00000 2500.00| 1500.00000 3000.00| 1217.06000 2434.12 Seeding | | | 0130 656A010 2.000 ACRE| 1250.00000 2500.00| 1500.00000 3000.00| 923.33000 1846.66 Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20060526030 COUNTIES : MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 200.000 LF | 10.00000 2000.00| 10.00000 2000.00| 3.54000 708.00 Silt Fence, Type A | | | 0150 665O001 200.000 LF | 6.00000 1200.00| 5.00000 1000.00| 2.10000 420.00 Silt Fence Removal | | | 0160 665Q001 300.000 LF | 9.00000 2700.00| 10.00000 3000.00| 6.97000 2091.00 20 Inch Wattle | | | 0170 680A000 LUMP| 20000.00000 20000.00| 6500.00000 6500.00| 2226.18000 2226.18 Engineering Controls | | | 0180 701A028 5.000 MILE| 1800.00000 9000.00| 1980.00000 9900.00| 1818.00000 9090.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A046 2.000 MILE| 1075.00000 2150.00| 1182.50000 2365.00| 1085.75000 2171.50 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 4.000 MILE| 2100.00000 8400.00| 2310.00000 9240.00| 2121.00000 8484.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701C000 6.000 MILE| 720.00000 4320.00| 792.00000 4752.00| 727.20000 4363.20 Broken Temporary Traffic Stripe | | | 0220 701C001 26.000 MILE| 780.00000 20280.00| 858.00000 22308.00| 787.80000 20482.80 Solid Temporary Traffic Stripe | | | 0230 703A002 502.000 SQFT| 3.50000 1757.00| 3.85000 1932.70| 3.54000 1777.08 Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 137.000 SQFT| 4.00000 548.00| 4.40000 602.80| 4.04000 553.48 Traffic Control Legends, Class 2, Type | | | 0250 703D001 1506.000 SQFT| 2.00000 3012.00| 2.20000 3313.20| 2.02000 3042.12 Temporary Traffic Control Markings | | | 0260 703E001 410.000 SQFT| 2.00000 820.00| 2.20000 902.00| 2.02000 828.20 Temporary Traffic Control Legends | | | 0270 705A032 69.000 EACH| 5.50000 379.50| 6.05000 417.45| 5.56000 383.64 Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 245.000 EACH| 5.50000 1347.50| 6.05000 1482.25| 5.56000 1362.20 Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 545.000 SQFT| 12.00000 6540.00| 7.98000 4349.10| 8.48000 4621.60 Construction Signs | | | 0300 740D000 20.000 EACH| 75.00000 1500.00| 55.00000 1100.00| 0.06000 1.20 Channelizing Drums | | | 0310 740E000 100.000 EACH| 18.00000 1800.00| 14.92000 1492.00| 0.06000 6.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20060526030 COUNTIES : MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740M001 100.000 EACH| 15.00000 1500.00| 9.55000 955.00| 0.06000 6.00 Ballast For Cone | | | 0330 740O000 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 989.41000 989.41 Pilot Car | | | 0340 998A000 LUMP| 2000.00000 2000.00| 12500.00000 12500.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 33,000) | | | SECTION TOTALS | $ 590,430.62| $ 624,790.63| $ 671,947.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 590,430.62| $ 624,790.63| $ 671,947.57 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20060526034 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : STPBH-7118(600) for constructing the Widening, Realignment, Resurfacing and Traffic Stripe on CR-11 at Chelsea High School and on CR-36 at CR-11 in Simmsville. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16048 WALKER PATTON COMPANY, INC. $ 666,962.33 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 688,399.21 103.2141% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 786,021.56 117.8510% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 830,487.59 124.5179% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060526034 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01087 |( 3 ) 07003 |WALKER PATTON COMPANY, INC. |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 16000.00000 16000.00| 16000.00000 16000.00| 16000.00000 16000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per | | | Acre)(Approximately 4 Acres) | | | 0020 206D000 292.000 LF | 12.50000 3650.00| 43.77000 12780.84| 15.00000 4380.00 Removing Pipe | | | 0030 210A000 4538.000 CUYD| 28.31000 128470.78| 15.46000 70157.48| 20.00000 90760.00 Unclassified Excavation | | | 0040 210D000 1757.000 CUYD| 10.43000 18325.51| 21.21000 37265.97| 15.00000 26355.00 Borrow Excavation | | | 0050 214A000 288.000 CUYD| 10.00000 2880.00| 24.65000 7099.20| 12.00000 3456.00 Structure Excavation | | | 0060 214B001 74.000 CUYD| 33.19000 2456.06| 54.75000 4051.50| 51.00000 3774.00 Foundation Backfill, Commercial | | | 0070 305B061 116.000 TON | 23.00000 2668.00| 32.33000 3750.28| 23.00000 2668.00 Coarse Aggregate, Section 801, ALDOT | | | #810, For Miscellaneous Use | | | 0080 401A000 4246.000 SQYD| 0.70000 2972.20| 1.00000 4246.00| 1.32000 5604.72 Bituminous Treatment A | | | 0090 405A000 580.000 GAL | 2.00000 1160.00| 2.08000 1206.40| 2.10000 1218.00 Tack Coat | | | 0100 408A053 3627.000 SQYD| 4.25000 15414.75| 6.76000 24518.52| 5.90000 21399.30 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0110 429A241 1036.000 TON | 70.00000 72520.00| 70.16000 72685.76| 86.59000 89707.24 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0115 429A248 50.000 TON | 88.00000 4400.00| 90.57000 4528.50| 109.00000 5450.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0120 429B241 1383.000 TON | 67.00000 92661.00| 74.05000 102411.15| 83.70000 115757.10 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0130 429B243 27.000 TON | 198.00000 5346.00| 151.65000 4094.55| 207.00000 5589.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060526034 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01087 |( 3 ) 07003 |WALKER PATTON COMPANY, INC. |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 429B249 123.000 TON | 79.00000 9717.00| 89.43000 10999.89| 97.90000 12041.70 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0150 429C240 657.000 TON | 71.00000 46647.00| 73.29000 48151.53| 105.00000 68985.00 Improved Bituminous Concrete Base Layer | | | 1" Maximum Aggregate Size Mix, ESAL | | | Range C | | | 0160 530A002 232.000 LF | 41.97000 9737.04| 79.51000 18446.32| 83.00000 19256.00 24" Roadway Pipe (Class 3 R.C.) | | | 0170 530A155 29.000 LF | 41.97000 1217.13| 94.31000 2734.99| 45.00000 1305.00 24" Roadway Pipe (14 Gauge C.C.S.) | | | 0180 535A080 72.000 LF | 27.23000 1960.56| 53.27000 3835.44| 59.00000 4248.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 52750.00000 52750.00| 38680.00000 38680.00| 62000.00000 62000.00 Mobilization | | | 0200 602A000 13.000 EACH| 150.00000 1950.00| 492.92000 6407.96| 200.00000 2600.00 Right Of Way Markers | | | 0220 610C001 45.000 TON | 32.40000 1458.00| 76.26000 3431.70| 40.00000 1800.00 Loose Riprap, Class 2 | | | 0230 610D003 36.000 SQYD| 2.50000 90.00| 34.31000 1235.16| 2.00000 72.00 Filter Blanket, Geotextile | | | 0240 614A000 1.000 CUYD| 1000.00000 1000.00| 618.00000 618.00| 1000.00000 1000.00 Slope Paving | | | 0250 619A003 5.000 EACH| 600.00000 3000.00| 927.00000 4635.00| 990.00000 4950.00 24" Roadway Pipe End Treatment, Class 1 | | | 0260 619A101 2.000 EACH| 500.00000 1000.00| 772.50000 1545.00| 850.00000 1700.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 621A010 1.000 EACH| 2500.00000 2500.00| 3605.00000 3605.00| 3800.00000 3800.00 Junction Boxes, Type 3 | | | 0280 621A058 1.000 EACH| 2700.00000 2700.00| 4120.00000 4120.00| 5000.00000 5000.00 Junction Boxes, Type 3 (Modified) | | | 0290 621C024 1.000 EACH| 2500.00000 2500.00| 3090.00000 3090.00| 3800.00000 3800.00 Inlets, Type C Or P1 | | | 0300 623C000 470.000 LF | 14.00000 6580.00| 15.45000 7261.50| 15.50000 7285.00 Combination Curb & Gutter, Type C | | | 0310 630A001 607.000 LF | 20.40000 12382.80| 21.63000 13129.41| 26.00000 15782.00 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060526034 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01087 |( 3 ) 07003 |WALKER PATTON COMPANY, INC. |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 630C050 4.000 EACH| 2600.00000 10400.00| 2163.00000 8652.00| 3600.00000 14400.00 Guardrail End Anchor, Type 20 Series | | | 0330 630C070 2.000 EACH| 2150.00000 4300.00| 1957.00000 3914.00| 3000.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0340 637A000 270.000 LF | 35.00000 9450.00| 21.84000 5896.80| 17.00000 4590.00 Fence Reset | | | 0350 650B000 1250.000 CUYD| 6.00000 7500.00| 21.03000 26287.50| 14.50000 18125.00 Topsoil From Stockpiles | | | 0360 652A100 3.000 ACRE| 800.00000 2400.00| 624.18000 1872.54| 700.00000 2100.00 Seeding | | | 0370 652C000 2.000 ACRE| 100.00000 200.00| 104.03000 208.06| 42.00000 84.00 Mowing | | | 0380 654A001 107.000 SQYD| 6.00000 642.00| 5.20000 556.40| 7.00000 749.00 Solid Sodding (Bermuda) | | | 0390 656A010 3.000 ACRE| 800.00000 2400.00| 624.18000 1872.54| 700.00000 2100.00 Mulching | | | 0400 659A036 743.000 SQYD| 2.00000 1486.00| 3.12000 2318.16| 2.00000 1486.00 Rolled Erosion Control Product, Type | | | (2D) | | | 0410 665A000 3.000 ACRE| 500.00000 1500.00| 520.15000 1560.45| 550.00000 1650.00 Temporary Seeding | | | 0420 665B000 3.000 ACRE| 800.00000 2400.00| 520.15000 1560.45| 700.00000 2100.00 Temporary Mulching | | | 0430 665J000 6100.000 LF | 1.00000 6100.00| 3.40000 20740.00| 4.25000 25925.00 Silt Fence, Type A | | | 0440 665O001 6100.000 LF | 0.50000 3050.00| 1.31000 7991.00| 1.40000 8540.00 Silt Fence Removal | | | 0450 665Q001 135.000 LF | 8.00000 1080.00| 8.18000 1104.30| 8.50000 1147.50 20 Inch Wattle | | | 0460 666A001 3.000 ACRE| 0.00000 0.00| 26.00000 78.00| 40.00000 120.00 Pest Control Treatment | | | 0470 674A000 1000.000 LF | 1.55000 1550.00| 4.88000 4880.00| 3.00000 3000.00 Construction Safety Fence | | | 0480 680A000 LUMP| 19000.00000 19000.00| 20085.00000 20085.00| 40000.00000 40000.00 Engineering Controls | | | 0490 701A031 3.000 MILE| 2000.00000 6000.00| 1236.00000 3708.00| 1428.00000 4284.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0500 701A035 4.000 MILE| 2000.00000 8000.00| 1493.50000 5974.00| 1726.00000 6904.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060526034 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01087 |( 3 ) 07003 |WALKER PATTON COMPANY, INC. |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 701B005 1265.000 LF | 0.80000 1012.00| 0.53000 670.45| 0.60000 759.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0520 701C001 2.000 MILE| 650.00000 1300.00| 618.00000 1236.00| 714.00000 1428.00 Solid Temporary Traffic Stripe | | | 0530 703A002 1664.000 SQFT| 3.50000 5824.00| 2.58000 4293.12| 3.00000 4992.00 Traffic Control Markings, Class 2, Type | | | A | | | 0540 703B002 201.000 SQFT| 3.50000 703.50| 2.58000 518.58| 3.00000 603.00 Traffic Control Legends, Class 2, Type | | | 0550 705A030 53.000 EACH| 6.50000 344.50| 5.67000 300.51| 7.00000 371.00 Pavement Markers, Class A-H, Type 2-C | | | 0560 705A032 415.000 EACH| 6.50000 2697.50| 5.67000 2353.05| 7.00000 2905.00 Pavement Markers, Class A-H, Type 1-B | | | 0570 705A037 830.000 EACH| 6.50000 5395.00| 5.67000 4706.10| 7.00000 5810.00 Pavement Markers, Class A-H, Type 2-D | | | 0580 705A038 226.000 EACH| 6.50000 1469.00| 5.67000 1281.42| 7.00000 1582.00 Pavement Markers, Class A-H, Type 2-E | | | 0590 740B000 456.000 SQFT| 9.00000 4104.00| 8.24000 3757.44| 10.50000 4788.00 Construction Signs | | | 0600 740D000 100.000 EACH| 60.00000 6000.00| 84.47000 8447.00| 70.00000 7000.00 Channelizing Drums | | | 0610 740E000 100.000 EACH| 16.00000 1600.00| 18.45000 1845.00| 13.00000 1300.00 Cones (36 Inches High) | | | 0620 740F002 3.000 EACH| 245.00000 735.00| 200.85000 602.55| 262.00000 786.00 Barricades, Type III | | | 0630 740I005 3.000 EACH| 402.00000 1206.00| 421.58000 1264.74| 600.00000 1800.00 Warning Lights, Type B (Detachable Head | | | 0640 740M001 100.000 EACH| 10.00000 1000.00| 11.41000 1141.00| 8.50000 850.00 Ballast For Cone | | | 0650 998A000 LUMP| 20000.00000 20000.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 30,000) | | | SECTION TOTALS | $ 666,962.33| $ 688,399.21| $ 786,021.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 666,962.33| $ 688,399.21| $ 786,021.56 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 034 -6 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060526034 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 16000.00000 16000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per | | | Acre)(Approximately 4 Acres) | | | 0020 206D000 292.000 LF | 15.19000 4435.48| | Removing Pipe | | | 0030 210A000 4538.000 CUYD| 44.40000 201487.20| | Unclassified Excavation | | | 0040 210D000 1757.000 CUYD| 22.69000 39866.33| | Borrow Excavation | | | 0050 214A000 288.000 CUYD| 12.15000 3499.20| | Structure Excavation | | | 0060 214B001 74.000 CUYD| 40.34000 2985.16| | Foundation Backfill, Commercial | | | 0070 305B061 116.000 TON | 27.95000 3242.20| | Coarse Aggregate, Section 801, ALDOT | | | #810, For Miscellaneous Use | | | 0080 401A000 4246.000 SQYD| 0.98000 4161.08| | Bituminous Treatment A | | | 0090 405A000 580.000 GAL | 1.81000 1049.80| | Tack Coat | | | 0100 408A053 3627.000 SQYD| 4.41000 15995.07| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0110 429A241 1036.000 TON | 64.71000 67039.56| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0115 429A248 50.000 TON | 81.90000 4095.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0120 429B241 1383.000 TON | 62.58000 86548.14| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0130 429B243 27.000 TON | 154.80000 4179.60| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 034 -7 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060526034 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 429B249 123.000 TON | 73.22000 9006.06| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0150 429C240 657.000 TON | 74.37000 48861.09| | Improved Bituminous Concrete Base Layer | | | 1" Maximum Aggregate Size Mix, ESAL | | | Range C | | | 0160 530A002 232.000 LF | 51.01000 11834.32| | 24" Roadway Pipe (Class 3 R.C.) | | | 0170 530A155 29.000 LF | 51.01000 1479.29| | 24" Roadway Pipe (14 Gauge C.C.S.) | | | 0180 535A080 72.000 LF | 33.10000 2383.20| | 18" Side Drain Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 98500.00000 98500.00| | Mobilization | | | 0200 602A000 13.000 EACH| 182.31000 2370.03| | Right Of Way Markers | | | 0220 610C001 45.000 TON | 39.38000 1772.10| | Loose Riprap, Class 2 | | | 0230 610D003 36.000 SQYD| 3.04000 109.44| | Filter Blanket, Geotextile | | | 0240 614A000 1.000 CUYD| 1215.42000 1215.42| | Slope Paving | | | 0250 619A003 5.000 EACH| 729.25000 3646.25| | 24" Roadway Pipe End Treatment, Class 1 | | | 0260 619A101 2.000 EACH| 607.71000 1215.42| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 621A010 1.000 EACH| 3038.55000 3038.55| | Junction Boxes, Type 3 | | | 0280 621A058 1.000 EACH| 3281.63000 3281.63| | Junction Boxes, Type 3 (Modified) | | | 0290 621C024 1.000 EACH| 3038.55000 3038.55| | Inlets, Type C Or P1 | | | 0300 623C000 470.000 LF | 16.16000 7595.20| | Combination Curb & Gutter, Type C | | | 0310 630A001 607.000 LF | 25.52000 15490.64| | Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 034 -8 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060526034 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 630C050 4.000 EACH| 2552.38000 10209.52| | Guardrail End Anchor, Type 20 Series | | | 0330 630C070 2.000 EACH| 2309.29000 4618.58| | Guardrail End Anchor, Type 10 Series | | | 0340 637A000 270.000 LF | 19.39000 5235.30| | Fence Reset | | | 0350 650B000 1250.000 CUYD| 7.29000 9112.50| | Topsoil From Stockpiles | | | 0360 652A100 3.000 ACRE| 775.80000 2327.40| | Seeding | | | 0370 652C000 2.000 ACRE| 129.30000 258.60| | Mowing | | | 0380 654A001 107.000 SQYD| 6.46000 691.22| | Solid Sodding (Bermuda) | | | 0390 656A010 3.000 ACRE| 775.80000 2327.40| | Mulching | | | 0400 659A036 743.000 SQYD| 3.88000 2882.84| | Rolled Erosion Control Product, Type | | | (2D) | | | 0410 665A000 3.000 ACRE| 646.50000 1939.50| | Temporary Seeding | | | 0420 665B000 3.000 ACRE| 646.50000 1939.50| | Temporary Mulching | | | 0430 665J000 6100.000 LF | 2.43000 14823.00| | Silt Fence, Type A | | | 0440 665O001 6100.000 LF | 0.65000 3965.00| | Silt Fence Removal | | | 0450 665Q001 135.000 LF | 10.34000 1395.90| | 20 Inch Wattle | | | 0460 666A001 3.000 ACRE| 32.32000 96.96| | Pest Control Treatment | | | 0470 674A000 1000.000 LF | 2.00000 2000.00| | Construction Safety Fence | | | 0480 680A000 LUMP| 22350.00000 22350.00| | Engineering Controls | | | 0490 701A031 3.000 MILE| 1458.50000 4375.50| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0500 701A035 4.000 MILE| 1762.36000 7049.44| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 034 -9 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060526034 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 701B005 1265.000 LF | 0.61000 771.65| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0520 701C001 2.000 MILE| 729.25000 1458.50| | Solid Temporary Traffic Stripe | | | 0530 703A002 1664.000 SQFT| 3.04000 5058.56| | Traffic Control Markings, Class 2, Type | | | A | | | 0540 703B002 201.000 SQFT| 3.04000 611.04| | Traffic Control Legends, Class 2, Type | | | 0550 705A030 53.000 EACH| 6.68000 354.04| | Pavement Markers, Class A-H, Type 2-C | | | 0560 705A032 415.000 EACH| 6.68000 2772.20| | Pavement Markers, Class A-H, Type 1-B | | | 0570 705A037 830.000 EACH| 6.68000 5544.40| | Pavement Markers, Class A-H, Type 2-D | | | 0580 705A038 226.000 EACH| 6.68000 1509.68| | Pavement Markers, Class A-H, Type 2-E | | | 0590 740B000 456.000 SQFT| 9.70000 4423.20| | Construction Signs | | | 0600 740D000 100.000 EACH| 64.65000 6465.00| | Channelizing Drums | | | 0610 740E000 100.000 EACH| 12.61000 1261.00| | Cones (36 Inches High) | | | 0620 740F002 3.000 EACH| 239.20000 717.60| | Barricades, Type III | | | 0630 740I005 3.000 EACH| 581.85000 1745.55| | Warning Lights, Type B (Detachable Head | | | 0640 740M001 100.000 EACH| 7.76000 776.00| | Ballast For Cone | | | 0650 998A000 LUMP| 30000.00000 30000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 30,000) | | | SECTION TOTALS | $ 830,487.59| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 830,487.59| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20060526036 COUNTIES : COVINGTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-CN06(209) for constructing the Resurfacing and Traffic Stripe on CR-57A from CR-49 to CR-43 and on CR-57B from CR-57A to CR-49 northeast of Andalusia. Length 4.968 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 583,805.25 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 654,781.63 112.1575% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20060526036 COUNTIES : COVINGTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, 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 206C010 71.000 SQYD| 30.00000 2130.00| 55.83000 3963.93| Removing Concrete Driveway | | | 0020 210D021 1500.000 CUYD| 7.00000 10500.00| 15.00000 22500.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 212A000 525.000 STA | 30.00000 15750.00| 21.00000 11025.00| Machine Grading Shoulders | | | 0040 405A000 3498.000 GAL | 2.50000 8745.00| 3.01000 10528.98| Tack Coat | | | 0050 429A201 5050.000 TON | 53.10000 268155.00| 58.88000 297344.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A206 2915.000 TON | 55.00000 160325.00| 61.37000 178893.55| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 429B213 1020.000 TON | 51.00000 52020.00| 64.02000 65300.40| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 600A000 LUMP| 12500.00000 12500.00| 12950.00000 12950.00| Mobilization | | | 0090 652A100 10.000 ACRE| 500.00000 5000.00| 440.00000 4400.00| Seeding | | | 0100 656A010 10.000 ACRE| 500.00000 5000.00| 410.00000 4100.00| Mulching | | | 0110 665J000 160.000 LF | 6.00000 960.00| 10.00000 1600.00| Silt Fence, Type A | | | 0120 665O001 160.000 LF | 0.10000 16.00| 1.00000 160.00| Silt Fence Removal | | | 0130 701A031 10.000 MILE| 1275.00000 12750.00| 1275.00000 12750.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0140 701A035 7.000 MILE| 1585.00000 11095.00| 1585.00000 11095.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20060526036 COUNTIES : COVINGTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A045 3.000 MILE| 900.00000 2700.00| 900.00000 2700.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 3.000 MILE| 680.00000 2040.00| 680.00000 2040.00| Broken Temporary Traffic Stripe | | | 0170 701C001 7.000 MILE| 720.00000 5040.00| 720.00000 5040.00| Solid Temporary Traffic Stripe | | | 0180 703A002 1537.000 SQFT| 3.25000 4995.25| 3.25000 4995.25| Traffic Control Markings, Class 2, Type | | | A | | | 0190 740B000 304.000 SQFT| 8.50000 2584.00| 7.88000 2395.52| Construction Signs | | | 0200 740O000 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| Pilot Car | | | 0210 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 28,000.00) | | | SECTION TOTALS | $ 583,805.25| $ 654,781.63| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 583,805.25| $ 654,781.63| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20060526037 COUNTIES : DALE LETTING DATE : 05/26/06 10:00 AM DIVISION : 07 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-2333(200) for constructing the Resurfacing and Traffic Stripe on CR-73 from SR-134 to CR-14 north of Dothan. Length 1.837 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 214,879.50 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 281,862.23 131.1722% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060526037 COUNTIES : DALE LETTING DATE : 05/26/06 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 210D011 720.000 CUYD| 7.75000 5580.00| 13.65000 9828.00| Borrow Excavation (A-4 Or Better) | | | 0020 212A000 194.000 STA | 42.00000 8148.00| 67.16000 13029.04| Machine Grading Shoulders | | | 0030 405A000 850.000 GAL | 3.00000 2550.00| 3.58000 3043.00| Tack Coat | | | 0040 429A200 1755.000 TON | 49.95000 87662.25| 68.31000 119884.05| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 863.000 TON | 58.65000 50614.95| 69.43000 59918.09| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B205 50.000 TON | 115.00000 5750.00| 149.55000 7477.50| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429B212 165.000 TON | 69.50000 11467.50| 112.15000 18504.75| Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 600A000 LUMP| 14500.00000 14500.00| 23600.00000 23600.00| Mobilization | | | 0090 652A100 4.000 ACRE| 750.00000 3000.00| 500.00000 2000.00| Seeding | | | 0100 656A010 4.000 ACRE| 750.00000 3000.00| 400.00000 1600.00| Mulching | | | 0110 665F000 25.000 EACH| 10.00000 250.00| 10.00000 250.00| Hay Bales | | | 0120 665J000 300.000 LF | 3.75000 1125.00| 4.00000 1200.00| Silt Fence, Type A | | | 0130 665O001 300.000 LF | 0.50000 150.00| 0.20000 60.00| Silt Fence Removal | | | 0140 701A031 4.000 MILE| 1250.00000 5000.00| 1250.00000 5000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060526037 COUNTIES : DALE LETTING DATE : 05/26/06 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 3.000 MILE| 1550.00000 4650.00| 1550.00000 4650.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 2.000 MILE| 875.00000 1750.00| 875.00000 1750.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 3.000 MILE| 620.00000 1860.00| 620.00000 1860.00| Broken Temporary Traffic Stripe | | | 0180 701C001 6.000 MILE| 670.00000 4020.00| 670.00000 4020.00| Solid Temporary Traffic Stripe | | | 0190 703A002 60.000 SQFT| 5.00000 300.00| 5.00000 300.00| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703D001 60.000 SQFT| 2.00000 120.00| 2.00000 120.00| Temporary Traffic Control Markings | | | 0210 705A032 74.000 EACH| 5.00000 370.00| 5.00000 370.00| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 133.000 EACH| 5.00000 665.00| 5.00000 665.00| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 228.000 SQFT| 8.10000 1846.80| 7.60000 1732.80| Construction Signs | | | 0240 740O000 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| Pilot Car | | | 0250 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 11,500.00) | | | SECTION TOTALS | $ 214,879.50| $ 281,862.23| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 214,879.50| $ 281,862.23| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20060526038 COUNTIES : MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-4736(200) for constructing the Resurfacing and Traffic Stripe on CR-38 from SR-129 to CR-72 north of Winfield. Length 3.473 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONSTRUCTION, INC. $ 625,687.68 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 752,537.13 120.2736% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060526038 COUNTIES : MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( ) |TRI-COUNTY CONSTRUCTION, IN |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 3.000 SQYD| 150.00000 450.00| 162.15000 486.45| Removing Concrete Driveway | | | 0020 210D001 4370.000 CUYD| 10.00000 43700.00| 9.84000 43000.80| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 405A000 2690.000 GAL | 2.00000 5380.00| 1.21000 3254.90| Tack Coat | | | 0040 429A200 3698.000 TON | 45.49000 168222.02| 58.94000 217960.12| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429B205 300.000 TON | 59.97000 17991.00| 45.00000 13500.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429B208 4500.000 TON | 42.64000 191880.00| 50.75000 228375.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429C210 927.000 TON | 52.08000 48278.16| 62.98000 58382.46| Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0080 430B040 3300.000 TON | 16.13000 53229.00| 20.65000 68145.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0090 600A000 LUMP| 20000.00000 20000.00| 50457.36000 50457.36| Mobilization | | | 0100 630A001 700.000 LF | 18.50000 12950.00| 18.00000 12600.00| Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1850.00000 7400.00| 1800.00000 7200.00| Guardrail End Anchor, Type 20 Series | | | 0120 652A100 2.000 ACRE| 1000.00000 2000.00| 505.00000 1010.00| Seeding | | | 0130 656A010 2.000 ACRE| 1000.00000 2000.00| 505.00000 1010.00| Mulching | | | 0140 665F000 15.000 EACH| 20.00000 300.00| 4.44000 66.60| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060526038 COUNTIES : MARION LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( ) |TRI-COUNTY CONSTRUCTION, IN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 1400.000 LF | 4.15000 5810.00| 3.79000 5306.00| Silt Fence, Type A | | | 0160 665O001 1400.000 LF | 1.65000 2310.00| 1.26000 1764.00| Silt Fence Removal | | | 0170 701A031 7.000 MILE| 1350.00000 9450.00| 1363.50000 9544.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701A035 6.000 MILE| 1650.00000 9900.00| 1666.50000 9999.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701A045 1.000 MILE| 990.00000 990.00| 999.90000 999.90| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C000 2.000 MILE| 750.00000 1500.00| 757.50000 1515.00| Broken Temporary Traffic Stripe | | | 0210 701C001 12.000 MILE| 780.00000 9360.00| 787.80000 9453.60| Solid Temporary Traffic Stripe | | | 0220 703A002 120.000 SQFT| 5.00000 600.00| 5.05000 606.00| Traffic Control Markings, Class 2, Type | | | A | | | 0230 705A032 115.000 EACH| 5.50000 632.50| 5.56000 639.40| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 688.000 EACH| 5.50000 3784.00| 5.56000 3825.28| Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 244.000 SQFT| 9.00000 2196.00| 8.48000 2069.12| Construction Signs | | | 0260 740E000 25.000 EACH| 20.00000 500.00| 16.50000 412.50| Cones (36 Inches High) | | | 0270 740M001 25.000 EACH| 15.00000 375.00| 0.06000 1.50| Ballast For Cone | | | 0280 740O000 1.000 EACH| 2500.00000 2500.00| 951.64000 951.64| Pilot Car | | | 0290 998A000 LUMP| 2000.00000 2000.00| 1.00000 1.00| Construction Fuel (Maximum Bid Limited | | | To $ 30,500.00) | | | SECTION TOTALS | $ 625,687.68| $ 752,537.13| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 625,687.68| $ 752,537.13| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20060526039 COUNTIES : RANDOLPH LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-5626(200) for constructing the Resurfacing and Traffic Stripe on CR-431 (Old US-431) from US-431 in Wedowee to CR-82. Length 7.692 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 687,448.52 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 736,695.88 107.1638% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 808,594.70 117.6226% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 860,223.22 125.1327% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20060526039 COUNTIES : RANDOLPH LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05024 |( 2 ) 01087 |( 3 ) 13022 |EAST RIVER CONSTRUCTION CO. |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 2500.000 TON | 14.00000 35000.00| 15.84000 39600.00| 25.00000 62500.00 Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0020 401B100 90264.000 SQYD| 0.68000 61379.52| 0.70000 63184.80| 0.80000 72211.20 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 2723.000 GAL | 1.80000 4901.40| 1.74000 4738.02| 0.00000 0.00 Tack Coat | | | 0040 429A226 500.000 TON | 60.00000 30000.00| 75.43000 37715.00| 59.00000 29500.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0050 429A227 7880.000 TON | 51.00000 401880.00| 57.19000 450657.20| 59.00000 464920.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 429B225 500.000 TON | 85.00000 42500.00| 92.29000 46145.00| 90.00000 45000.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 600A000 LUMP| 30000.00000 30000.00| 8820.00000 8820.00| 50000.00000 50000.00 Mobilization | | | 0080 701A031 16.000 MILE| 1500.00000 24000.00| 1349.25000 21588.00| 1285.00000 20560.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 14.000 MILE| 1700.00000 23800.00| 1669.50000 23373.00| 1590.00000 22260.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 1.000 MILE| 1100.00000 1100.00| 1050.00000 1050.00| 1000.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 2.000 MILE| 550.00000 1100.00| 787.50000 1575.00| 750.00000 1500.00 Broken Temporary Traffic Stripe | | | 0120 701C001 28.000 MILE| 650.00000 18200.00| 787.50000 22050.00| 750.00000 21000.00 Solid Temporary Traffic Stripe | | | 0130 703A002 117.000 SQFT| 3.40000 397.80| 5.25000 614.25| 5.00000 585.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20060526039 COUNTIES : RANDOLPH LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05024 |( 2 ) 01087 |( 3 ) 13022 |EAST RIVER CONSTRUCTION CO. |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A032 142.000 EACH| 5.50000 781.00| 5.78000 820.76| 5.50000 781.00 Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 873.000 EACH| 5.60000 4888.80| 5.78000 5045.94| 5.50000 4801.50 Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 452.000 SQFT| 10.00000 4520.00| 8.90000 4022.80| 13.00000 5876.00 Construction Signs | | | 0170 740O000 1.000 EACH| 3000.00000 3000.00| 5696.11000 5696.11| 6100.00000 6100.00 Pilot Car | | | 0180 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 31,500.00) | | | SECTION TOTALS | $ 687,448.52| $ 736,695.88| $ 808,594.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 687,448.52| $ 736,695.88| $ 808,594.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20060526039 COUNTIES : RANDOLPH LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 2500.000 TON | 19.85000 49625.00| | Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0020 401B100 90264.000 SQYD| 0.77000 69503.28| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 2723.000 GAL | 1.72000 4683.56| | Tack Coat | | | 0040 429A226 500.000 TON | 78.36000 39180.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0050 429A227 7880.000 TON | 61.56000 485092.80| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 429B225 500.000 TON | 93.69000 46845.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 600A000 LUMP| 32472.98000 32472.98| | Mobilization | | | 0080 701A031 16.000 MILE| 1502.48000 24039.68| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 14.000 MILE| 1859.10000 26027.40| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 1.000 MILE| 1169.25000 1169.25| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 2.000 MILE| 876.93000 1753.86| | Broken Temporary Traffic Stripe | | | 0120 701C001 28.000 MILE| 876.93000 24554.04| | Solid Temporary Traffic Stripe | | | 0130 703A002 117.000 SQFT| 5.85000 684.45| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20060526039 COUNTIES : RANDOLPH LETTING DATE : 05/26/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A032 142.000 EACH| 6.43000 913.06| | Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 873.000 EACH| 6.43000 5613.39| | Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 452.000 SQFT| 9.85000 4452.20| | Construction Signs | | | 0170 740O000 1.000 EACH| 19705.27000 19705.27| | Pilot Car | | | 0180 998A000 LUMP| 23908.00000 23908.00| | Construction Fuel (Maximum Bid Limited | | | To $ 31,500.00) | | | SECTION TOTALS | $ 860,223.22| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 860,223.22| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20060526040 COUNTIES : WINSTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-6709(200) for constructing the Resurfacing and Traffic Stripe on CR-32 from CR-15 to CR-55 southeast of Haleyville. Length 4.304 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONSTRUCTION, INC. $ 463,383.13 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 538,580.91 116.2280% 3 01087 APAC-SOUTHEAST, INC. $ 543,389.32 117.2657% 4 07002 GOOD HOPE CONTRACTING CO., INC. $ 549,299.28 118.5411% 5 04013 DUNN CONSTRUCTION COMPANY, INC. $ 615,572.22 132.8430% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20060526040 COUNTIES : WINSTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT 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 206D001 300.000 LF | 1.00000 300.00| 3.30000 990.00| 3.00000 900.00 Removing Guardrail | | | 0020 206E019 2.000 EACH| 110.00000 220.00| 165.00000 330.00| 100.00000 200.00 Removing Guardrail End Anchor (Type 10) | | | 0030 305A000 1750.000 CUYD| 12.00000 21000.00| 10.00000 17500.00| 16.12000 28210.00 Borrow, Section 210, (Loose Truckbed | | | Measurement) | | | 0040 401B100 50512.000 SQYD| 0.78000 39399.36| 0.82000 41419.84| 0.75000 37884.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 3300.000 GAL | 1.80000 5940.00| 2.50000 8250.00| 1.27000 4191.00 Tack Coat | | | 0060 424A340 3167.000 TON | 46.26000 146505.42| 51.61000 163448.87| 55.40000 175451.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424B643 4167.000 TON | 43.05000 179389.35| 50.96000 212350.32| 50.06000 208600.02 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 430B012 50.000 TON | 25.00000 1250.00| 20.00000 1000.00| 23.94000 1197.00 Aggregate Surfacing (ALDOT #410 Or #467 | | | 0090 600A000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 31882.96000 31882.96 Mobilization | | | 0100 610C001 130.000 TON | 30.00000 3900.00| 25.00000 3250.00| 44.78000 5821.40 Loose Riprap, Class 2 | | | 0110 610D000 260.000 SQYD| 5.00000 1300.00| 2.50000 650.00| 2.67000 694.20 Filter Blanket | | | 0120 630A001 600.000 LF | 18.50000 11100.00| 20.35000 12210.00| 21.00000 12600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0130 630C050 4.000 EACH| 2500.00000 10000.00| 2750.00000 11000.00| 2100.00000 8400.00 Guardrail End Anchor, Type 20 Series | | | 0140 630C070 2.000 EACH| 2000.00000 4000.00| 2200.00000 4400.00| 1900.00000 3800.00 Guardrail End Anchor, Type 10 Series | | | 0150 652A100 1.000 ACRE| 1250.00000 1250.00| 2000.00000 2000.00| 1224.13000 1224.13 Seeding | | | 0160 656A010 1.000 ACRE| 1250.00000 1250.00| 2000.00000 2000.00| 1001.24000 1001.24 Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20060526040 COUNTIES : WINSTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 665F000 65.000 EACH| 20.00000 1300.00| 10.00000 650.00| 16.83000 1093.95 Hay Bales | | | 0180 665J001 325.000 LF | 6.00000 1950.00| 10.00000 3250.00| 3.80000 1235.00 Silt Fence, Type B | | | 0190 665O001 325.000 LF | 3.00000 975.00| 5.00000 1625.00| 2.43000 789.75 Silt Fence Removal | | | 0200 701A004 9.000 MILE| 450.00000 4050.00| 550.00000 4950.00| 505.00000 4545.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0210 701A008 2.000 MILE| 200.00000 400.00| 319.00000 638.00| 292.90000 585.80 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0220 701A012 7.000 MILE| 450.00000 3150.00| 550.00000 3850.00| 505.00000 3535.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0230 701C000 2.000 MILE| 750.00000 1500.00| 792.00000 1584.00| 727.20000 1454.40 Broken Temporary Traffic Stripe | | | 0240 701C001 6.000 MILE| 800.00000 4800.00| 858.00000 5148.00| 787.80000 4726.80 Solid Temporary Traffic Stripe | | | 0250 740B000 356.000 SQFT| 9.00000 3204.00| 7.98000 2840.88| 8.40000 2990.40 Construction Signs | | | 0260 740E000 50.000 EACH| 15.00000 750.00| 14.92000 746.00| 0.06000 3.00 Cones (36 Inches High) | | | 0270 740O000 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 371.47000 371.47 Pilot Car | | | 0280 998A000 LUMP| 2000.00000 2000.00| 15000.00000 15000.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 24,500.00) | | | SECTION TOTALS | $ 463,383.13| $ 538,580.91| $ 543,389.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 463,383.13| $ 538,580.91| $ 543,389.32 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20060526040 COUNTIES : WINSTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07002 |( 5 ) 04013 |( ) |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 300.000 LF | 3.18000 954.00| 3.49000 1047.00| Removing Guardrail | | | 0020 206E019 2.000 EACH| 106.00000 212.00| 116.24000 232.48| Removing Guardrail End Anchor (Type 10) | | | 0030 305A000 1750.000 CUYD| 15.00000 26250.00| 13.06000 22855.00| Borrow, Section 210, (Loose Truckbed | | | Measurement) | | | 0040 401B100 50512.000 SQYD| 0.61000 30812.32| 0.87000 43945.44| Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 3300.000 GAL | 1.71000 5643.00| 1.72000 5676.00| Tack Coat | | | 0060 424A340 3167.000 TON | 55.34000 175261.78| 61.53000 194865.51| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424B643 4167.000 TON | 51.92000 216350.64| 58.03000 241811.01| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 430B012 50.000 TON | 40.00000 2000.00| 29.35000 1467.50| Aggregate Surfacing (ALDOT #410 Or #467 | | | 0090 600A000 LUMP| 29500.00000 29500.00| 16582.27000 16582.27| Mobilization | | | 0100 610C001 130.000 TON | 40.00000 5200.00| 33.42000 4344.60| Loose Riprap, Class 2 | | | 0110 610D000 260.000 SQYD| 4.00000 1040.00| 5.48000 1424.80| Filter Blanket | | | 0120 630A001 600.000 LF | 22.26000 13356.00| 24.41000 14646.00| Steel Beam Guardrail, Class A, Type 2 | | | 0130 630C050 4.000 EACH| 2226.00000 8904.00| 2441.07000 9764.28| Guardrail End Anchor, Type 20 Series | | | 0140 630C070 2.000 EACH| 2014.00000 4028.00| 2208.59000 4417.18| Guardrail End Anchor, Type 10 Series | | | 0150 652A100 1.000 ACRE| 2120.00000 2120.00| 922.55000 922.55| Seeding | | | 0160 656A010 1.000 ACRE| 2120.00000 2120.00| 922.55000 922.55| Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 040 -5 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20060526040 COUNTIES : WINSTON LETTING DATE : 05/26/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07002 |( 5 ) 04013 |( ) |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 665F000 65.000 EACH| 4.24000 275.60| 4.92000 319.80| Hay Bales | | | 0180 665J001 325.000 LF | 4.24000 1378.00| 4.09000 1329.25| Silt Fence, Type B | | | 0190 665O001 325.000 LF | 1.06000 344.50| 1.74000 565.50| Silt Fence Removal | | | 0200 701A004 9.000 MILE| 477.00000 4293.00| 584.28000 5258.52| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0210 701A008 2.000 MILE| 212.00000 424.00| 338.88000 677.76| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0220 701A012 7.000 MILE| 477.00000 3339.00| 584.28000 4089.96| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0230 701C000 2.000 MILE| 1590.00000 3180.00| 841.37000 1682.74| Broken Temporary Traffic Stripe | | | 0240 701C001 6.000 MILE| 848.00000 5088.00| 911.48000 5468.88| Solid Temporary Traffic Stripe | | | 0250 740B000 356.000 SQFT| 8.99000 3200.44| 9.84000 3503.04| Construction Signs | | | 0260 740E000 50.000 EACH| 0.50000 25.00| 9.84000 492.00| Cones (36 Inches High) | | | 0270 740O000 1.000 EACH| 4000.00000 4000.00| 10831.60000 10831.60| Pilot Car | | | 0280 998A000 LUMP| 0.00000 0.00| 16429.00000 16429.00| Construction Fuel (Maximum Bid Limited | | | To $ 24,500.00) | | | SECTION TOTALS | $ 549,299.28| $ 615,572.22| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 549,299.28| $ 615,572.22| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20060526046 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/06 10:00 AM DIVISION : 05 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6300(216) for constructing the Bridge Replacement (Bridge Culvert) on Halcomb Road at Sandy Branch north of New Lexington. Length 0.007 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 202,294.00 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 246,805.50 122.0034% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20060526046 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( ) |RACON, 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 201A002 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approx | | | 1 Acre) | | | 0020 206A000 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| Removal Of Old Bridge, Station 7+73.37 | | | 0030 214A000 355.000 CUYD| 20.00000 7100.00| 12.00000 4260.00| Structure Excavation | | | 0040 214B001 103.000 CUYD| 40.00000 4120.00| 25.00000 2575.00| Foundation Backfill, Commercial | | | 0050 502A000 31110.000 LB | 1.00000 31110.00| 0.85000 26443.50| Steel Reinforcement | | | 0060 524A011 184.000 CUYD| 500.00000 92000.00| 750.00000 138000.00| Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 10000.00000 10000.00| 23000.00000 23000.00| Mobilization | | | 0080 610C001 180.000 TON | 35.00000 6300.00| 25.00000 4500.00| Loose Riprap, Class 2 | | | 0090 610D000 142.000 SQYD| 5.00000 710.00| 3.50000 497.00| Filter Blanket | | | 0100 665A000 1.000 ACRE| 1500.00000 1500.00| 750.00000 750.00| Temporary Seeding | | | 0110 665B000 1.000 ACRE| 1500.00000 1500.00| 750.00000 750.00| Temporary Mulching | | | 0120 665I000 80.000 TON | 50.00000 4000.00| 25.00000 2000.00| Temporary Riprap, Class 2 | | | 0130 665J000 820.000 LF | 5.00000 4100.00| 6.50000 5330.00| Silt Fence, Type A | | | 0140 680A000 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| Engineering Controls | | | 0150 740B000 20.000 SQFT| 9.30000 186.00| 15.00000 300.00| Construction Signs | | | 0160 740F002 4.000 EACH| 222.00000 888.00| 350.00000 1400.00| Barricades, Type III | | | 0170 740I005 2.000 EACH| 265.00000 530.00| 500.00000 1000.00| Warning Lights, Type B (Detachable Head | | | 0180 998A000 LUMP| 4250.00000 4250.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 4,250.00) | | | SECTION TOTALS | $ 202,294.00| $ 246,805.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 202,294.00| $ 246,805.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : IAR-013-000-003 for constructing the Grade, Drainage, Pavement and Bridge on the Jackson Industrial Bypass at the Norfolk Southern Railroad in Jackson. Length 1.020 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 5,218,645.38 100.0000% 2 20050 TOMLIN CONSTRUCTION, LLC $ 5,304,380.65 101.6429% 3 23034 T.L. WALLACE CONSTRUCTION, INC. $ 5,450,974.60 104.4519% 4 18024 RACON, INC. $ 5,776,222.56 110.6843% 5 13099 MCINNIS, LLC $ 6,155,175.95 117.9459% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 23034 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002M LUMP| 60000.00000 60000.00| 60000.00000 60000.00| 60000.00000 60000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 10,000 Per | | | Hectare)(Approx. 6 Hectares) | | | 0020 205A001M 1.000 EACH| 7000.00000 7000.00| 7829.55000 7829.55| 20000.00000 20000.00 Removal Of Structures, Structure No. 2 | | | 0030 206D000M 38.000 M | 15.00000 570.00| 19.27000 732.26| 100.00000 3800.00 Removing Pipe | | | 0040 210A000M 23758.000 M3 | 3.75000 89092.50| 3.61000 85766.38| 6.20000 147299.60 Unclassified Excavation | | | 0050 210C000M 17000.000 M3 | 8.00000 136000.00| 8.77000 149090.00| 9.40000 159800.00 Muck Excavation | | | 0060 210D013M 82858.000 M3 | 6.00000 497148.00| 9.77000 809522.66| 7.65000 633863.70 Borrow Excavation (A-4(0) Or Better) | | | 0070 210E000M 36500.000 M3 | 6.75000 246375.00| 7.12000 259880.00| 7.35000 268275.00 Borrow Excavation (Underwater Backfill) | | | 0080 214A000M 420.000 M3 | 7.00000 2940.00| 9.64000 4048.80| 15.30000 6426.00 Structure Excavation | | | 0090 214B000M 240.000 M3 | 7.00000 1680.00| 14.45000 3468.00| 61.20000 14688.00 Foundation Backfill, Local | | | 0100 230A000M 10.000 RBST| 500.00000 5000.00| 1023.86000 10238.60| 1930.00000 19300.00 Roadbed Processing | | | 0110 240A000M 8.000 EACH| 800.00000 6400.00| 903.41000 7227.28| 2350.00000 18800.00 Settlement Plate Assembly | | | 0120 243A010M 7575.000 M2 | 4.50000 34087.50| 3.96000 29997.00| 5.90000 44692.50 Geosynthetic Reinforcement For Soft | | | Soil Stabilization, Type 3 | | | 0130 301A008M 12730.000 M2 | 12.00000 152760.00| 9.75000 124117.50| 16.70000 212591.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0140 301A012M 2740.000 M2 | 12.00000 32880.00| 11.00000 30140.00| 19.40000 53156.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0150 401A000M 8710.000 M2 | 2.80000 24388.00| 2.60000 22646.00| 3.05000 26565.50 Bituminous Treatment A | | | 0160 408A055M 220.000 M2 | 23.50000 5170.00| 22.00000 4840.00| 25.90000 5698.00 Planing Existing Pavement | | | (Approximately 101 mm Thru 125 mm Thick)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 23034 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A361M 634.000 MTON| 69.90000 44316.60| 65.71000 41660.14| 77.30000 49008.20 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B651M 1225.000 MTON| 73.40000 89915.00| 69.01000 84537.25| 81.20000 99470.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424C360M 2135.000 MTON| 73.40000 156709.00| 69.01000 147336.35| 81.20000 173362.00 Superpave Bituminous Concrete Base | | | Layer, 25 mm Maximum Aggregate Size Mix,| | | ESAL Range C/D | | | 0200 502A000M 61900.000 KG | 1.45000 89755.00| 1.45000 89755.00| 1.50000 92850.00 Steel Reinforcement | | | 0210 502B000M LUMP| 65000.00000 65000.00| 65000.00000 65000.00| 67400.00000 67400.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 14+37.165, Approx. | | | 44 000 Kg | | | 0220 505A002M 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| 5390.00000 10780.00 Steel Test Piles (HP 310x79) | | | 0230 505B057M 2.000 EACH| 4000.00000 8000.00| 4000.00000 8000.00| 5530.00000 11060.00 Static Loading Tests (HP 310x79) | | | 0240 505M002M 350.000 M | 125.00000 43750.00| 125.00000 43750.00| 145.00000 50750.00 Steel Piling Furnished And Driven (HP | | | 310x79) | | | 0250 506A003M 132.000 M | 1570.00000 207240.00| 1570.00000 207240.00| 1740.00000 229680.00 Drilled Shaft Excavation, 1520 mm | | | Diameter | | | 0260 506C024M 132.000 M | 500.00000 66000.00| 500.00000 66000.00| 547.00000 72204.00 Drilled Shaft Construction, 1520 mm | | | Diameter, Class DS2 Concrete | | | 0270 506G004M 8.000 EACH| 1600.00000 12800.00| 1600.00000 12800.00| 1770.00000 14160.00 Crosshole Sonic Logging, 1520 mm | | | Diameter | | | 0280 508A000M 2000.000 KG | 7.00000 14000.00| 7.00000 14000.00| 10.00000 20000.00 Structural Steel | | | 0290 508B000M 1.000 EACH| 1517000.00000 1517000.00| 1517000.00000 1517000.00| 1200000.00000 1200000.00 Structural Steel Superstructure, | | | 36-46-36 Continuous Span, Approx. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 23034 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 510A000M 323.000 M3 | 600.00000 193800.00| 600.00000 193800.00| 650.00000 209950.00 Bridge Substructure Concrete, Class A | | | 0310 510C051M LUMP| 270000.00000 270000.00| 270000.00000 270000.00| 294500.00000 294500.00 Bridge Concrete Superstructure, Sta. | | | 14+37.165, Approx. 339 Cubic Meters | | | 0320 510E000M 1275.000 M2 | 3.50000 4462.50| 3.50000 4462.50| 3.20000 4080.00 Grooving Concrete Bridge Decks | | | 0330 511A004M 20.000 EACH| 1000.00000 20000.00| 1000.00000 20000.00| 1000.00000 20000.00 Elastomeric Bearings, Type 4 | | | 0340 530A001M 31.000 M | 114.60000 3552.60| 114.60000 3552.60| 121.00000 3751.00 450 mm Roadway Pipe (Class 3 R.C.) | | | 0350 530A005M 60.000 M | 464.35000 27861.00| 464.34000 27860.40| 428.00000 25680.00 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0360 530A010M 51.000 M | 383.68000 19567.68| 383.68000 19567.68| 1160.00000 59160.00 1800 mm Roadway Pipe (Class 3 R.C.) | | | 0370 530B009M 18.000 M | 1471.50000 26487.00| 1471.50000 26487.00| 1360.00000 24480.00 2235 mm Span X 1370 mm Rise Roadway | | | Pipe (Class 3 R.C.) | | | 0380 535A000M 40.000 M | 103.33000 4133.20| 103.33000 4133.20| 109.00000 4360.00 375 mm Side Drain Pipe | | | 0390 600A000M LUMP| 656000.00000 656000.00| 455270.00000 455270.00| 540000.00000 540000.00 Mobilization | | | 0400 602A000M 36.000 EACH| 150.00000 5400.00| 250.00000 9000.00| 235.00000 8460.00 Right Of Way Markers | | | 0410 607A000M 7974.000 M | 2.85000 22725.90| 0.20000 1594.80| 1.50000 11961.00 Drill Holes | | | 0420 607B000M 7974.000 M | 2.85000 22725.90| 2.26000 18021.24| 1.50000 11961.00 Vertical Drainage Wicks | | | 0430 607C000M 250.000 M3 | 10.00000 2500.00| 10.00000 2500.00| 11.80000 2950.00 Granular Backfill For Drilled Holes | | | 0440 614A001M 165.000 M3 | 330.00000 54450.00| 400.00000 66000.00| 395.00000 65175.00 Slope Paving (Under Bridges) | | | 0450 619A002M 2.000 EACH| 800.00000 1600.00| 791.34000 1582.68| 882.00000 1764.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0460 619A006M 6.000 EACH| 2400.00000 14400.00| 2180.00000 13080.00| 2940.00000 17640.00 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0470 619A011M 2.000 EACH| 5500.00000 11000.00| 5014.00000 10028.00| 5880.00000 11760.00 1800 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -5 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 23034 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 619A100M 8.000 EACH| 600.00000 4800.00| 791.34000 6330.72| 765.00000 6120.00 375 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0490 619B024M 2.000 EACH| 10000.00000 20000.00| 8000.00000 16000.00| 11800.00000 23600.00 2235 mm Span, 1370 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0500 650A000M 500.000 M3 | 6.00000 3000.00| 8.00000 4000.00| 17.60000 8800.00 Topsoil | | | 0510 650B000M 5568.000 M3 | 6.00000 33408.00| 6.24000 34744.32| 6.10000 33964.80 Topsoil From Stockpiles | | | 0520 651C000M 1.000 MTON| 500.00000 500.00| 500.00000 500.00| 706.00000 706.00 8-8-8 Commercial Fertilizer | | | 0530 651F000M 1.000 MTON| 500.00000 500.00| 600.00000 600.00| 706.00000 706.00 Ammonium Nitrate | | | 0540 652A100M 8.000 HA | 1600.00000 12800.00| 1482.00000 11856.00| 2210.00000 17680.00 Seeding | | | 0550 652C000M 8.000 HA | 170.00000 1360.00| 160.62000 1284.96| 588.00000 4704.00 Mowing | | | 0560 654A000M 50.000 M2 | 8.50000 425.00| 9.60000 480.00| 11.80000 590.00 Solid Sodding | | | 0570 656A010M 8.000 HA | 1700.00000 13600.00| 1235.50000 9884.00| 2210.00000 17680.00 Mulching | | | 0580 659A034M 1120.000 M2 | 3.00000 3360.00| 4.00000 4480.00| 4.70000 5264.00 Rolled Erosion Control Product, Type | | | (2B) | | | 0590 665A000M 4.000 HA | 1400.00000 5600.00| 1235.50000 4942.00| 2210.00000 8840.00 Temporary Seeding | | | 0600 665B000M 4.000 HA | 1500.00000 6000.00| 1235.50000 4942.00| 2210.00000 8840.00 Temporary Mulching | | | 0610 665F000M 500.000 EACH| 5.00000 2500.00| 9.00000 4500.00| 11.80000 5900.00 Hay Bales | | | 0620 665G000M 500.000 EACH| 9.00000 4500.00| 4.00000 2000.00| 11.80000 5900.00 Sand Bags | | | 0630 665J000M 1510.000 M | 11.50000 17365.00| 21.00000 31710.00| 17.60000 26576.00 Silt Fence, Type A | | | 0640 665O001M 1510.000 M | 6.50000 9815.00| 13.72000 20717.20| 3.55000 5360.50 Silt Fence Removal | | | 0650 666A001M 4.000 HA | 110.00000 440.00| 150.00000 600.00| 147.00000 588.00 Pest Control Treatment | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -6 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 23034 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 680A000M LUMP| 38500.00000 38500.00| 45450.00000 45450.00| 84000.00000 84000.00 Engineering Controls | | | 0670 701A031M 2.000 KM | 1555.00000 3110.00| 1570.55000 3141.10| 1830.00000 3660.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) | | | 0680 701A035M 2.000 KM | 1555.00000 3110.00| 1570.55000 3141.10| 1830.00000 3660.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) | | | 0690 701G124M 240.000 M | 17.00000 4080.00| 17.17000 4120.80| 20.00000 4800.00 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0700 701G132M 240.000 M | 17.00000 4080.00| 17.17000 4120.80| 20.00000 4800.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0710 705A037M 70.000 EACH| 15.00000 1050.00| 15.15000 1060.50| 17.60000 1232.00 Pavement Markers, Class A-H, Type 2-D | | | 0720 710A115M 2.000 M2 | 230.00000 460.00| 182.32000 364.64| 229.00000 458.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick Or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III Or Ty IV Background) | | | 0730 710A126M 1.000 M2 | 300.00000 300.00| 233.20000 233.20| 265.00000 265.00 Class 8, Aluminum Flat Sign Panels 2. | | | 032 mm Thick Or Steel Flat Sign Panels | | | 1.897 mm Thick (Type IX Background) | | | 0740 710B001M 16.000 M | 40.00000 640.00| 31.80000 508.80| 25.30000 404.80 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0750 713A000M 2.000 M | 1000.00000 2000.00| 318.00000 636.00| 400.00000 800.00 Permanent Barricades | | | 0760 740B000M 28.000 M2 | 125.00000 3500.00| 97.18000 2721.04| 100.00000 2800.00 Construction Signs | | | 0770 740D000M 100.000 EACH| 75.00000 7500.00| 61.48000 6148.00| 58.80000 5880.00 Channelizing Drums | | | 0780 740F002M 6.000 EACH| 275.00000 1650.00| 222.60000 1335.60| 218.00000 1308.00 Barricades, Type III | | | 0790 740I005M 16.000 EACH| 500.00000 8000.00| 397.50000 6360.00| 471.00000 7536.00 Warning Lights, Type B (Detachable Head | | | 0800 741C010M 2.000 EACH| 4650.00000 9300.00| 4452.00000 8904.00| 4120.00000 8240.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -7 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 20050 |( 3 ) 23034 |ALABAMA BRIDGE BUILDERS, IN |TOMLIN CONSTRUCTION, LLC |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 998A000M LUMP| 11750.00000 11750.00| 1.00000 1.00| 36000.00000 36000.00 Construction Fuel (Maximum Bid Limited | | | To $ 315,000.00) | | | SECTION TOTALS | $ 5,218,645.38| $ 5,304,380.65| $ 5,450,974.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,218,645.38| $ 5,304,380.65| $ 5,450,974.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -8 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 13099 |( ) |RACON, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002M LUMP| 60000.00000 60000.00| 60000.00000 60000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 10,000 Per | | | Hectare)(Approx. 6 Hectares) | | | 0020 205A001M 1.000 EACH| 15000.00000 15000.00| 10800.00000 10800.00| Removal Of Structures, Structure No. 2 | | | 0030 206D000M 38.000 M | 29.62000 1125.56| 91.80000 3488.40| Removing Pipe | | | 0040 210A000M 23758.000 M3 | 4.25000 100971.50| 5.67000 134707.86| Unclassified Excavation | | | 0050 210C000M 17000.000 M3 | 8.00000 136000.00| 8.64000 146880.00| Muck Excavation | | | 0060 210D013M 82858.000 M3 | 9.75000 807865.50| 7.02000 581663.16| Borrow Excavation (A-4(0) Or Better) | | | 0070 210E000M 36500.000 M3 | 9.75000 355875.00| 6.75000 246375.00| Borrow Excavation (Underwater Backfill) | | | 0080 214A000M 420.000 M3 | 8.33000 3498.60| 14.04000 5896.80| Structure Excavation | | | 0090 214B000M 240.000 M3 | 16.21000 3890.40| 56.16000 13478.40| Foundation Backfill, Local | | | 0100 230A000M 10.000 RBST| 1512.17000 15121.70| 1771.20000 17712.00| Roadbed Processing | | | 0110 240A000M 8.000 EACH| 500.00000 4000.00| 2862.00000 22896.00| Settlement Plate Assembly | | | 0120 243A010M 7575.000 M2 | 5.44000 41208.00| 5.40000 40905.00| Geosynthetic Reinforcement For Soft | | | Soil Stabilization, Type 3 | | | 0130 301A008M 12730.000 M2 | 13.05000 166126.50| 15.32000 195023.60| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0140 301A012M 2740.000 M2 | 15.10000 41374.00| 17.82000 48826.80| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0150 401A000M 8710.000 M2 | 2.91000 25346.10| 2.98000 25955.80| Bituminous Treatment A | | | 0160 408A055M 220.000 M2 | 29.10000 6402.00| 25.19000 5541.80| Planing Existing Pavement | | | (Approximately 101 mm Thru 125 mm Thick)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -9 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 13099 |( ) |RACON, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A361M 634.000 MTON| 86.43000 54796.62| 75.23000 47695.82| Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B651M 1225.000 MTON| 82.00000 100450.00| 79.00000 96775.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424C360M 2135.000 MTON| 85.15000 181795.25| 79.00000 168665.00| Superpave Bituminous Concrete Base | | | Layer, 25 mm Maximum Aggregate Size Mix,| | | ESAL Range C/D | | | 0200 502A000M 61900.000 KG | 2.21000 136799.00| 2.76000 170844.00| Steel Reinforcement | | | 0210 502B000M LUMP| 150000.00000 150000.00| 165000.00000 165000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 14+37.165, Approx. | | | 44 000 Kg | | | 0220 505A002M 2.000 EACH| 7500.00000 15000.00| 5000.00000 10000.00| Steel Test Piles (HP 310x79) | | | 0230 505B057M 2.000 EACH| 5000.00000 10000.00| 2000.00000 4000.00| Static Loading Tests (HP 310x79) | | | 0240 505M002M 350.000 M | 148.00000 51800.00| 148.00000 51800.00| Steel Piling Furnished And Driven (HP | | | 310x79) | | | 0250 506A003M 132.000 M | 1970.00000 260040.00| 1688.58000 222892.56| Drilled Shaft Excavation, 1520 mm | | | Diameter | | | 0260 506C024M 132.000 M | 705.00000 93060.00| 532.33000 70267.56| Drilled Shaft Construction, 1520 mm | | | Diameter, Class DS2 Concrete | | | 0270 506G004M 8.000 EACH| 1900.00000 15200.00| 1717.20000 13737.60| Crosshole Sonic Logging, 1520 mm | | | Diameter | | | 0280 508A000M 2000.000 KG | 7.72000 15440.00| 12.50000 25000.00| Structural Steel | | | 0290 508B000M 1.000 EACH| 1285000.00000 1285000.00| 1318000.00000 1318000.00| Structural Steel Superstructure, | | | 36-46-36 Continuous Span, Approx. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -10 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 13099 |( ) |RACON, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 510A000M 323.000 M3 | 590.00000 190570.00| 851.25000 274953.75| Bridge Substructure Concrete, Class A | | | 0310 510C051M LUMP| 300000.00000 300000.00| 310800.00000 310800.00| Bridge Concrete Superstructure, Sta. | | | 14+37.165, Approx. 339 Cubic Meters | | | 0320 510E000M 1275.000 M2 | 5.38000 6859.50| 5.18000 6604.50| Grooving Concrete Bridge Decks | | | 0330 511A004M 20.000 EACH| 1500.00000 30000.00| 2000.00000 40000.00| Elastomeric Bearings, Type 4 | | | 0340 530A001M 31.000 M | 110.47000 3424.57| 111.10000 3444.10| 450 mm Roadway Pipe (Class 3 R.C.) | | | 0350 530A005M 60.000 M | 338.84000 20330.40| 393.36000 23601.60| 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0360 530A010M 51.000 M | 855.44000 43627.44| 1064.04000 54266.04| 1800 mm Roadway Pipe (Class 3 R.C.) | | | 0370 530B009M 18.000 M | 1010.90000 18196.20| 1248.87000 22479.66| 2235 mm Span X 1370 mm Rise Roadway | | | Pipe (Class 3 R.C.) | | | 0380 535A000M 40.000 M | 103.59000 4143.60| 100.19000 4007.60| 375 mm Side Drain Pipe | | | 0390 600A000M LUMP| 325000.00000 325000.00| 731552.00000 731552.00| Mobilization | | | 0400 602A000M 36.000 EACH| 97.34000 3504.24| 216.00000 7776.00| Right Of Way Markers | | | 0410 607A000M 7974.000 M | 2.75000 21928.50| 0.38000 3030.12| Drill Holes | | | 0420 607B000M 7974.000 M | 0.23000 1834.02| 1.79000 14273.46| Vertical Drainage Wicks | | | 0430 607C000M 250.000 M3 | 5.70000 1425.00| 10.80000 2700.00| Granular Backfill For Drilled Holes | | | 0440 614A001M 165.000 M3 | 395.00000 65175.00| 780.00000 128700.00| Slope Paving (Under Bridges) | | | 0450 619A002M 2.000 EACH| 945.43000 1890.86| 810.00000 1620.00| 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0460 619A006M 6.000 EACH| 1700.09000 10200.54| 2700.00000 16200.00| 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0470 619A011M 2.000 EACH| 3468.55000 6937.10| 5400.00000 10800.00| 1800 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -11 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 13099 |( ) |RACON, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 619A100M 8.000 EACH| 945.44000 7563.52| 702.00000 5616.00| 375 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0490 619B024M 2.000 EACH| 3557.46000 7114.92| 10800.00000 21600.00| 2235 mm Span, 1370 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0500 650A000M 500.000 M3 | 8.00000 4000.00| 16.20000 8100.00| Topsoil | | | 0510 650B000M 5568.000 M3 | 4.00000 22272.00| 5.62000 31292.16| Topsoil From Stockpiles | | | 0520 651C000M 1.000 MTON| 550.00000 550.00| 648.00000 648.00| 8-8-8 Commercial Fertilizer | | | 0530 651F000M 1.000 MTON| 660.00000 660.00| 648.00000 648.00| Ammonium Nitrate | | | 0540 652A100M 8.000 HA | 1630.86000 13046.88| 2025.00000 16200.00| Seeding | | | 0550 652C000M 8.000 HA | 176.68000 1413.44| 540.00000 4320.00| Mowing | | | 0560 654A000M 50.000 M2 | 10.56000 528.00| 10.80000 540.00| Solid Sodding | | | 0570 656A010M 8.000 HA | 1359.05000 10872.40| 2025.00000 16200.00| Mulching | | | 0580 659A034M 1120.000 M2 | 2.31000 2587.20| 4.32000 4838.40| Rolled Erosion Control Product, Type | | | (2B) | | | 0590 665A000M 4.000 HA | 1359.05000 5436.20| 2025.00000 8100.00| Temporary Seeding | | | 0600 665B000M 4.000 HA | 1359.05000 5436.20| 2025.00000 8100.00| Temporary Mulching | | | 0610 665F000M 500.000 EACH| 6.72000 3360.00| 10.80000 5400.00| Hay Bales | | | 0620 665G000M 500.000 EACH| 4.35000 2175.00| 10.80000 5400.00| Sand Bags | | | 0630 665J000M 1510.000 M | 10.12000 15281.20| 16.40000 24764.00| Silt Fence, Type A | | | 0640 665O001M 1510.000 M | 3.28000 4952.80| 3.24000 4892.40| Silt Fence Removal | | | 0650 666A001M 4.000 HA | 0.00000 0.00| 135.00000 540.00| Pest Control Treatment | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -12 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 13099 |( ) |RACON, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 680A000M LUMP| 100000.00000 100000.00| 71700.00000 71700.00| Engineering Controls | | | 0670 701A031M 2.000 KM | 1727.60000 3455.20| 1780.00000 3560.00| Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) | | | 0680 701A035M 2.000 KM | 1727.60000 3455.20| 1780.00000 3560.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) | | | 0690 701G124M 240.000 M | 18.89000 4533.60| 19.00000 4560.00| Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0700 701G132M 240.000 M | 18.89000 4533.60| 19.00000 4560.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0710 705A037M 70.000 EACH| 16.66000 1166.20| 17.00000 1190.00| Pavement Markers, Class A-H, Type 2-D | | | 0720 710A115M 2.000 M2 | 226.98000 453.96| 255.00000 510.00| Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick Or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III Or Ty IV Background) | | | 0730 710A126M 1.000 M2 | 261.90000 261.90| 300.00000 300.00| Class 8, Aluminum Flat Sign Panels 2. | | | 032 mm Thick Or Steel Flat Sign Panels | | | 1.897 mm Thick (Type IX Background) | | | 0740 710B001M 16.000 M | 25.03000 400.48| 25.00000 400.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0750 713A000M 2.000 M | 1000.00000 2000.00| 1000.00000 2000.00| Permanent Barricades | | | 0760 740B000M 28.000 M2 | 98.94000 2770.32| 100.00000 2800.00| Construction Signs | | | 0770 740D000M 100.000 EACH| 58.20000 5820.00| 75.00000 7500.00| Channelizing Drums | | | 0780 740F002M 6.000 EACH| 215.34000 1292.04| 350.00000 2100.00| Barricades, Type III | | | 0790 740I005M 16.000 EACH| 465.60000 7449.60| 500.00000 8000.00| Warning Lights, Type B (Detachable Head | | | 0800 741C010M 2.000 EACH| 4074.00000 8148.00| 5500.00000 11000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 049 -13 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060526049 COUNTIES : CLARKE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 13099 |( ) |RACON, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 998A000M LUMP| 315000.00000 315000.00| 282600.00000 282600.00| Construction Fuel (Maximum Bid Limited | | | To $ 315,000.00) | | | SECTION TOTALS | $ 5,776,222.56| $ 6,155,175.95| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,776,222.56| $ 6,155,175.95| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : ST-059-038-003 for constructing the Intersection Improvements including Signals on SR-38 (US-280) at CR-41 and CR-43 east of Pelham. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16039 PINKERTON CONSTRUCTION, INC. $ 2,132,861.65 100.0000% 2 03104 CARCEL & G. CONSTRUCTION, LLC $ 2,297,815.38 107.7339% 3 01087 APAC-SOUTHEAST, INC. $ 2,362,355.53 110.7599% 4 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 3,389,445.50 158.9154% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16039 |( 2 ) 03104 |( 3 ) 01087 |PINKERTON CONSTRUCTION, INC |CARCEL & G. CONSTRUCTION, L |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 20000.00000 20000.00| 19750.00000 19750.00| 20000.00000 20000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) | | | (Approximately 5 Acres) | | | 0020 206C002 159.000 SQYD| 5.00000 795.00| 12.00000 1908.00| 9.28000 1475.52 Removing Concrete Slope Paving | | | 0030 206D001 1276.000 LF | 3.00000 3828.00| 4.10000 5231.60| 6.18000 7885.68 Removing Guardrail | | | 0040 206D002 3206.000 LF | 5.00000 16030.00| 5.75000 18434.50| 6.50000 20839.00 Removing Curb | | | 0050 206D011 110.000 LF | 3.00000 330.00| 5.50000 605.00| 6.56000 721.60 Removing Fence | | | 0060 206D022 40.000 LF | 3.00000 120.00| 152.00000 6080.00| 30.00000 1200.00 Removing Retaining Wall | | | 0070 206E001 6.000 EACH| 250.00000 1500.00| 450.00000 2700.00| 650.00000 3900.00 Removing Inlets | | | 0080 206E008 3.000 EACH| 100.00000 300.00| 165.00000 495.00| 128.75000 386.25 Removing Guardrail End Anchor (All Type | | | 0090 210A000 6693.000 CUYD| 7.00000 46851.00| 11.95000 79981.35| 11.23000 75162.39 Unclassified Excavation | | | 0100 210D000 17131.000 CUYD| 9.00000 154179.00| 12.00000 205572.00| 18.30000 313497.30 Borrow Excavation | | | 0110 214A000 1736.000 CUYD| 10.00000 17360.00| 6.65000 11544.40| 5.00000 8680.00 Structure Excavation | | | 0120 214B001 571.000 CUYD| 35.00000 19985.00| 28.90000 16501.90| 21.45000 12247.95 Foundation Backfill, Commercial | | | 0130 230A000 10.000 RBST| 650.00000 6500.00| 575.00000 5750.00| 715.00000 7150.00 Roadbed Processing | | | 0140 405A000 950.000 GAL | 3.00000 2850.00| 2.50000 2375.00| 1.70000 1615.00 Tack Coat | | | 0150 424A361 1066.000 TON | 77.00000 82082.00| 72.00000 76752.00| 86.00000 91676.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0160 424B651 2007.000 TON | 72.00000 144504.00| 67.00000 134469.00| 72.35000 145206.45 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16039 |( 2 ) 03104 |( 3 ) 01087 |PINKERTON CONSTRUCTION, INC |CARCEL & G. CONSTRUCTION, L |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B681 2171.000 TON | 71.00000 154141.00| 67.00000 145457.00| 70.34000 152708.14 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 424B685 50.000 TON | 198.00000 9900.00| 205.00000 10250.00| 150.00000 7500.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424C360 1373.000 TON | 76.00000 104348.00| 71.00000 97483.00| 69.40000 95286.20 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0200 430B026 32.000 TON | 24.00000 768.00| 25.50000 816.00| 49.50000 1584.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0210 529A010 1055.000 SQFT| 40.00000 42200.00| 75.80000 79969.00| 65.92000 69545.60 Retaining Wall | | | 0220 530A001 1958.000 LF | 28.00000 54824.00| 41.85000 81942.30| 58.04000 113642.32 18" Roadway Pipe (Class 3 R.C.) | | | 0230 530A002 162.000 LF | 50.00000 8100.00| 57.25000 9274.50| 79.67000 12906.54 24" Roadway Pipe (Class 3 R.C.) | | | 0240 530A101 44.000 LF | 40.00000 1760.00| 43.85000 1929.40| 92.50000 4070.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 535A001 50.000 LF | 35.00000 1750.00| 31.45000 1572.50| 53.00000 2650.00 18" Side Drain Pipe | | | 0260 600A000 LUMP| 183000.00000 183000.00| 170000.00000 170000.00| 97500.00000 97500.00 Mobilization | | | 0270 602A000 11.000 EACH| 200.00000 2200.00| 205.00000 2255.00| 300.00000 3300.00 Right Of Way Markers | | | 0280 610C001 1778.000 TON | 22.00000 39116.00| 26.60000 47294.80| 28.85000 51295.30 Loose Riprap, Class 2 | | | 0290 610D000 1402.000 SQYD| 5.00000 7010.00| 3.85000 5397.70| 5.70000 7991.40 Filter Blanket | | | 0300 614A000 386.000 CUYD| 300.00000 115800.00| 369.00000 142434.00| 231.75000 89455.50 Slope Paving | | | 0310 619A002 3.000 EACH| 1500.00000 4500.00| 735.00000 2205.00| 721.00000 2163.00 18" Roadway Pipe End Treatment, Class 1 | | | 0320 619A003 3.000 EACH| 1800.00000 5400.00| 825.00000 2475.00| 927.00000 2781.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16039 |( 2 ) 03104 |( 3 ) 01087 |PINKERTON CONSTRUCTION, INC |CARCEL & G. CONSTRUCTION, L |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 619A101 2.000 EACH| 1500.00000 3000.00| 725.00000 1450.00| 721.00000 1442.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0340 620A000 3.000 CUYD| 800.00000 2400.00| 1005.00000 3015.00| 669.50000 2008.50 Minor Structure Concrete | | | 0350 621A000 8.000 EACH| 1900.00000 15200.00| 2589.00000 20712.00| 2575.00000 20600.00 Junction Boxes, Type 1, 1P Or 5 | | | 0360 621B000 2.000 EACH| 500.00000 1000.00| 338.00000 676.00| 772.50000 1545.00 Junction Box Units, Type 1, 1P Or 5 | | | 0370 621C008 32.000 EACH| 4500.00000 144000.00| 4645.00000 148640.00| 4635.00000 148320.00 Inlets, Type E | | | 0380 621C015 2.000 EACH| 3500.00000 7000.00| 3095.00000 6190.00| 2832.50000 5665.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0390 621C017 2.000 EACH| 4000.00000 8000.00| 3395.00000 6790.00| 3090.00000 6180.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0400 621C020 1.000 EACH| 2500.00000 2500.00| 3475.00000 3475.00| 2060.00000 2060.00 Inlets, Type Y | | | 0410 621D008 9.000 EACH| 800.00000 7200.00| 425.00000 3825.00| 566.50000 5098.50 Inlet Units, Type E | | | 0420 621D015 1.000 EACH| 500.00000 500.00| 398.00000 398.00| 566.50000 566.50 Inlet Units, Type S1 Or S3 | | | 0430 621I000 1.000 EACH| 5000.00000 5000.00| 4500.00000 4500.00| 5150.00000 5150.00 Stilling Basins, Type 00 | | | 0440 623A000 90.000 LF | 30.00000 2700.00| 19.00000 1710.00| 18.00000 1620.00 Concrete Gutter | | | 0450 623B000 1775.000 LF | 12.00000 21300.00| 13.80000 24495.00| 12.88000 22862.00 Concrete Curb, Type N | | | 0460 623C000 1464.000 LF | 15.00000 21960.00| 10.45000 15298.80| 15.45000 22618.80 Combination Curb & Gutter, Type C | | | 0470 630A001 1819.000 LF | 23.00000 41837.00| 19.95000 36289.05| 20.45000 37198.55 Steel Beam Guardrail, Class A, Type 2 | | | 0480 630C001 1.000 EACH| 920.00000 920.00| 715.00000 715.00| 824.00000 824.00 Guardrail End Anchor, Type 8 | | | 0490 630C050 3.000 EACH| 3000.00000 9000.00| 2625.00000 7875.00| 2678.00000 8034.00 Guardrail End Anchor, Type 20 Series | | | 0500 630C070 1.000 EACH| 2400.00000 2400.00| 2275.00000 2275.00| 2111.50000 2111.50 Guardrail End Anchor, Type 10 Series | | | 0510 634C000 60.000 LF | 45.00000 2700.00| 28.35000 1701.00| 27.30000 1638.00 Industrial Fence, 6 Feet High Plus | | | Barbed Wire (Vertical Arms) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -5 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16039 |( 2 ) 03104 |( 3 ) 01087 |PINKERTON CONSTRUCTION, INC |CARCEL & G. CONSTRUCTION, L |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 637A000 163.000 LF | 30.00000 4890.00| 6.50000 1059.50| 17.50000 2852.50 Fence Reset | | | 0530 650A000 522.000 CUYD| 16.00000 8352.00| 12.95000 6759.90| 24.00000 12528.00 Topsoil | | | 0540 652A100 5.000 ACRE| 750.00000 3750.00| 675.00000 3375.00| 572.25000 2861.25 Seeding | | | 0550 652C000 5.000 ACRE| 100.00000 500.00| 150.00000 750.00| 104.00000 520.00 Mowing | | | 0560 656A010 5.000 ACRE| 750.00000 3750.00| 675.00000 3375.00| 572.25000 2861.25 Mulching | | | 0570 659A036 16591.000 SQYD| 2.00000 33182.00| 2.28000 37827.48| 2.25000 37329.75 Rolled Erosion Control Product, Type | | | (2D) | | | 0580 665I000 40.000 TON | 30.00000 1200.00| 36.00000 1440.00| 73.50000 2940.00 Temporary Riprap, Class 2 | | | 0590 665J000 3044.000 LF | 4.00000 12176.00| 4.20000 12784.80| 3.90000 11871.60 Silt Fence, Type A | | | 0600 665O001 3044.000 LF | 1.35000 4109.40| 0.65000 1978.60| 1.30000 3957.20 Silt Fence Removal | | | 0610 665Q000 580.000 LF | 5.00000 2900.00| 5.25000 3045.00| 6.76000 3920.80 12 Inch Wattle | | | 0620 665Q001 310.000 LF | 6.00000 1860.00| 6.30000 1953.00| 7.30000 2263.00 20 Inch Wattle | | | 0630 666A001 5.000 ACRE| 125.00000 625.00| 35.00000 175.00| 130.00000 650.00 Pest Control Treatment | | | 0640 672B000 700.000 LB | 19.00000 13300.00| 27.00000 18900.00| 26.00000 18200.00 Flocculant Powder | | | 0650 680A000 LUMP| 65000.00000 65000.00| 75000.00000 75000.00| 52450.00000 52450.00 Engineering Controls | | | 0660 701A028 1.000 MILE| 2220.00000 2220.00| 1975.00000 1975.00| 1905.50000 1905.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0670 701A032 3.000 MILE| 2220.00000 6660.00| 1980.00000 5940.00| 1905.50000 5716.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0680 701B009 3039.000 LF | 1.00000 3039.00| 0.90000 2735.10| 0.82000 2491.98 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0690 701C001 2.000 MILE| 780.00000 1560.00| 675.00000 1350.00| 669.50000 1339.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -6 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16039 |( 2 ) 03104 |( 3 ) 01087 |PINKERTON CONSTRUCTION, INC |CARCEL & G. CONSTRUCTION, L |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 701D005 2.000 MILE| 2160.00000 4320.00| 1875.00000 3750.00| 1854.00000 3708.00 Solid Traffic Stripe Removed | | | 0710 703A002 11075.000 SQFT| 3.60000 39870.00| 3.10000 34332.50| 3.09000 34221.75 Traffic Control Markings, Class 2, Type | | | A | | | 0720 703B002 359.000 SQFT| 3.60000 1292.40| 3.00000 1077.00| 3.09000 1109.31 Traffic Control Legends, Class 2, Type | | | 0730 703C001 801.000 SQFT| 2.10000 1682.10| 1.95000 1561.95| 1.80000 1441.80 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0740 705A030 11.000 EACH| 7.20000 79.20| 6.25000 68.75| 6.18000 67.98 Pavement Markers, Class A-H, Type 2-C | | | 0750 705A031 45.000 EACH| 7.20000 324.00| 6.50000 292.50| 6.18000 278.10 Pavement Markers, Class A-H, Type 1-A | | | 0760 705A032 130.000 EACH| 7.20000 936.00| 6.50000 845.00| 6.18000 803.40 Pavement Markers, Class A-H, Type 1-B | | | 0770 705A037 52.000 EACH| 7.20000 374.40| 6.50000 338.00| 6.18000 321.36 Pavement Markers, Class A-H, Type 2-D | | | 0780 705A038 72.000 EACH| 7.20000 518.40| 6.25000 450.00| 6.18000 444.96 Pavement Markers, Class A-H, Type 2-E | | | 0790 710A115 28.000 SQFT| 19.00000 532.00| 18.50000 518.00| 15.84000 443.52 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0800 710A125 8.000 SQFT| 22.00000 176.00| 20.00000 160.00| 18.03000 144.24 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0810 710A126 36.000 SQFT| 22.00000 792.00| 21.00000 756.00| 18.03000 649.08 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 0820 710B001 132.000 LF | 11.00000 1452.00| 9.25000 1221.00| 9.01000 1189.32 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0830 730C000 LUMP| 4400.00000 4400.00| 4500.00000 4500.00| 38380.00000 38380.00 Furnishing And Installing Traffic | | | Control Unit ( US-280 @ CR-41) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -7 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16039 |( 2 ) 03104 |( 3 ) 01087 |PINKERTON CONSTRUCTION, INC |CARCEL & G. CONSTRUCTION, L |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 730C001 LUMP| 4400.00000 4400.00| 4500.00000 4500.00| 32200.00000 32200.00 Furnishing And Installing Traffic | | | Control Unit ( US-280 @ CR-43) | | | 0850 730E000 16.000 EACH| 3100.00000 49600.00| 3400.00000 54400.00| 3130.00000 50080.00 Metal Traffic Signal Pole Foundation | | | 0860 730G004 16.000 EACH| 600.00000 9600.00| 800.00000 12800.00| 820.00000 13120.00 Metal Traffic Signal Strain Pole (State | | | Furnished) | | | 0870 730H001 12850.000 LF | 3.00000 38550.00| 3.50000 44975.00| 3.09000 39706.50 Loop Wire | | | 0880 730I001 32525.000 LF | 1.50000 48787.50| 1.45000 47161.25| 1.11000 36102.75 Loop Detector Lead-In-Cable | | | 0890 730J010 70.000 EACH| 175.00000 12250.00| 175.00000 12250.00| 101.45000 7101.50 Vehicle Loop Detector | | | 0900 730K000 39.000 EACH| 185.00000 7215.00| 175.00000 6825.00| 415.10000 16188.90 Traffic Signal Junction Box | | | 0910 730L003 280.000 LF | 4.50000 1260.00| 4.75000 1330.00| 5.25000 1470.00 1", Non-Metallic, Conduit | | | 0920 730L005 7475.000 LF | 4.75000 35506.25| 4.90000 36627.50| 10.37000 77515.75 2", Non-Metallic, Conduit | | | 0930 730N010 12.000 EACH| 1035.00000 12420.00| 1000.00000 12000.00| 313.10000 3757.20 Luminaire Extension Assembly, 12 Feet | | | 0940 730P020 20.000 EACH| 345.00000 6900.00| 350.00000 7000.00| 697.30000 13946.00 Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 0950 730P022 22.000 EACH| 575.00000 12650.00| 600.00000 13200.00| 795.15000 17493.30 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0960 730P024 4.000 EACH| 1035.00000 4140.00| 925.00000 3700.00| 1445.00000 5780.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0970 730R022 2.000 EACH| 9200.00000 18400.00| 8500.00000 17000.00| 9152.00000 18304.00 Controller Assembly, Type III, 8 Phase | | | 0980 730T000 5.000 EACH| 520.00000 2600.00| 550.00000 2750.00| 515.00000 2575.00 Wood Pole | | | 0990 740B000 1211.000 SQFT| 11.00000 13321.00| 12.00000 14532.00| 8.20000 9930.20 Construction Signs | | | 1000 740D000 368.000 EACH| 73.00000 26864.00| 78.00000 28704.00| 45.88000 16883.84 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -8 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16039 |( 2 ) 03104 |( 3 ) 01087 |PINKERTON CONSTRUCTION, INC |CARCEL & G. CONSTRUCTION, L |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 740E000 100.000 EACH| 20.00000 2000.00| 28.00000 2800.00| 11.60000 1160.00 Cones (36 Inches High) | | | 1020 740F002 6.000 EACH| 250.00000 1500.00| 285.00000 1710.00| 191.20000 1147.20 Barricades, Type III | | | 1030 740I005 3.000 EACH| 426.00000 1278.00| 450.00000 1350.00| 218.50000 655.50 Warning Lights, Type B (Detachable Head | | | 1040 740M001 100.000 EACH| 10.00000 1000.00| 12.00000 1200.00| 7.15000 715.00 Ballast For Cone | | | 1050 741C010 4.000 EACH| 4000.00000 16000.00| 3500.00000 14000.00| 2185.00000 8740.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1060 742A001 2.000 EACH| 12500.00000 25000.00| 11000.00000 22000.00| 5462.00000 10924.00 Portable Changeable Message Sign, Type | | | 1070 756A021 80.000 LF | 30.00000 2400.00| 5.35000 428.00| 36.05000 2884.00 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1080 756A028 55.000 LF | 50.00000 2750.00| 6.25000 343.75| 46.35000 2549.25 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | 1090 998A000 LUMP| 0.00000 0.00| 25000.00000 25000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 150,000) | | | SECTION TOTALS | $ 2,132,861.65| $ 2,297,815.38| $ 2,362,355.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,132,861.65| $ 2,297,815.38| $ 2,362,355.53 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -9 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 20000.00000 20000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) | | | (Approximately 5 Acres) | | | 0020 206C002 159.000 SQYD| 12.00000 1908.00| | Removing Concrete Slope Paving | | | 0030 206D001 1276.000 LF | 4.40000 5614.40| | Removing Guardrail | | | 0040 206D002 3206.000 LF | 7.00000 22442.00| | Removing Curb | | | 0050 206D011 110.000 LF | 8.00000 880.00| | Removing Fence | | | 0060 206D022 40.000 LF | 71.00000 2840.00| | Removing Retaining Wall | | | 0070 206E001 6.000 EACH| 420.00000 2520.00| | Removing Inlets | | | 0080 206E008 3.000 EACH| 223.00000 669.00| | Removing Guardrail End Anchor (All Type | | | 0090 210A000 6693.000 CUYD| 14.00000 93702.00| | Unclassified Excavation | | | 0100 210D000 17131.000 CUYD| 24.50000 419709.50| | Borrow Excavation | | | 0110 214A000 1736.000 CUYD| 21.00000 36456.00| | Structure Excavation | | | 0120 214B001 571.000 CUYD| 37.00000 21127.00| | Foundation Backfill, Commercial | | | 0130 230A000 10.000 RBST| 2700.00000 27000.00| | Roadbed Processing | | | 0140 405A000 950.000 GAL | 2.40000 2280.00| | Tack Coat | | | 0150 424A361 1066.000 TON | 104.00000 110864.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0160 424B651 2007.000 TON | 96.00000 192672.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -10 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B681 2171.000 TON | 95.00000 206245.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 424B685 50.000 TON | 267.00000 13350.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424C360 1373.000 TON | 102.00000 140046.00| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0200 430B026 32.000 TON | 19.00000 608.00| | Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0210 529A010 1055.000 SQFT| 130.00000 137150.00| | Retaining Wall | | | 0220 530A001 1958.000 LF | 69.00000 135102.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0230 530A002 162.000 LF | 84.00000 13608.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0240 530A101 44.000 LF | 119.00000 5236.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 535A001 50.000 LF | 86.00000 4300.00| | 18" Side Drain Pipe | | | 0260 600A000 LUMP| 240000.00000 240000.00| | Mobilization | | | 0270 602A000 11.000 EACH| 195.00000 2145.00| | Right Of Way Markers | | | 0280 610C001 1778.000 TON | 30.00000 53340.00| | Loose Riprap, Class 2 | | | 0290 610D000 1402.000 SQYD| 2.70000 3785.40| | Filter Blanket | | | 0300 614A000 386.000 CUYD| 690.00000 266340.00| | Slope Paving | | | 0310 619A002 3.000 EACH| 1315.00000 3945.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0320 619A003 3.000 EACH| 1420.00000 4260.00| | 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -11 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 619A101 2.000 EACH| 1315.00000 2630.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0340 620A000 3.000 CUYD| 366.00000 1098.00| | Minor Structure Concrete | | | 0350 621A000 8.000 EACH| 3374.00000 26992.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0360 621B000 2.000 EACH| 686.00000 1372.00| | Junction Box Units, Type 1, 1P Or 5 | | | 0370 621C008 32.000 EACH| 5660.00000 181120.00| | Inlets, Type E | | | 0380 621C015 2.000 EACH| 4242.00000 8484.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0390 621C017 2.000 EACH| 4495.00000 8990.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0400 621C020 1.000 EACH| 3050.00000 3050.00| | Inlets, Type Y | | | 0410 621D008 9.000 EACH| 830.00000 7470.00| | Inlet Units, Type E | | | 0420 621D015 1.000 EACH| 740.00000 740.00| | Inlet Units, Type S1 Or S3 | | | 0430 621I000 1.000 EACH| 9100.00000 9100.00| | Stilling Basins, Type 00 | | | 0440 623A000 90.000 LF | 26.00000 2340.00| | Concrete Gutter | | | 0450 623B000 1775.000 LF | 17.80000 31595.00| | Concrete Curb, Type N | | | 0460 623C000 1464.000 LF | 13.00000 19032.00| | Combination Curb & Gutter, Type C | | | 0470 630A001 1819.000 LF | 27.00000 49113.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0480 630C001 1.000 EACH| 966.00000 966.00| | Guardrail End Anchor, Type 8 | | | 0490 630C050 3.000 EACH| 3700.00000 11100.00| | Guardrail End Anchor, Type 20 Series | | | 0500 630C070 1.000 EACH| 3100.00000 3100.00| | Guardrail End Anchor, Type 10 Series | | | 0510 634C000 60.000 LF | 62.00000 3720.00| | Industrial Fence, 6 Feet High Plus | | | Barbed Wire (Vertical Arms) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -12 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 637A000 163.000 LF | 17.00000 2771.00| | Fence Reset | | | 0530 650A000 522.000 CUYD| 21.00000 10962.00| | Topsoil | | | 0540 652A100 5.000 ACRE| 740.00000 3700.00| | Seeding | | | 0550 652C000 5.000 ACRE| 96.00000 480.00| | Mowing | | | 0560 656A010 5.000 ACRE| 740.00000 3700.00| | Mulching | | | 0570 659A036 16591.000 SQYD| 2.60000 43136.60| | Rolled Erosion Control Product, Type | | | (2D) | | | 0580 665I000 40.000 TON | 64.00000 2560.00| | Temporary Riprap, Class 2 | | | 0590 665J000 3044.000 LF | 4.00000 12176.00| | Silt Fence, Type A | | | 0600 665O001 3044.000 LF | 1.40000 4261.60| | Silt Fence Removal | | | 0610 665Q000 580.000 LF | 7.30000 4234.00| | 12 Inch Wattle | | | 0620 665Q001 310.000 LF | 8.90000 2759.00| | 20 Inch Wattle | | | 0630 666A001 5.000 ACRE| 40.00000 200.00| | Pest Control Treatment | | | 0640 672B000 700.000 LB | 11.00000 7700.00| | Flocculant Powder | | | 0650 680A000 LUMP| 96000.00000 96000.00| | Engineering Controls | | | 0660 701A028 1.000 MILE| 2200.00000 2200.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0670 701A032 3.000 MILE| 2200.00000 6600.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0680 701B009 3039.000 LF | 1.00000 3039.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0690 701C001 2.000 MILE| 773.00000 1546.00| | Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -13 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 701D005 2.000 MILE| 2100.00000 4200.00| | Solid Traffic Stripe Removed | | | 0710 703A002 11075.000 SQFT| 3.50000 38762.50| | Traffic Control Markings, Class 2, Type | | | A | | | 0720 703B002 359.000 SQFT| 3.50000 1256.50| | Traffic Control Legends, Class 2, Type | | | 0730 703C001 801.000 SQFT| 2.00000 1602.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0740 705A030 11.000 EACH| 7.00000 77.00| | Pavement Markers, Class A-H, Type 2-C | | | 0750 705A031 45.000 EACH| 7.00000 315.00| | Pavement Markers, Class A-H, Type 1-A | | | 0760 705A032 130.000 EACH| 7.00000 910.00| | Pavement Markers, Class A-H, Type 1-B | | | 0770 705A037 52.000 EACH| 7.00000 364.00| | Pavement Markers, Class A-H, Type 2-D | | | 0780 705A038 72.000 EACH| 7.00000 504.00| | Pavement Markers, Class A-H, Type 2-E | | | 0790 710A115 28.000 SQFT| 21.00000 588.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0800 710A125 8.000 SQFT| 24.00000 192.00| | Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0810 710A126 36.000 SQFT| 24.00000 864.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 0820 710B001 132.000 LF | 12.00000 1584.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0830 730C000 LUMP| 80000.00000 80000.00| | Furnishing And Installing Traffic | | | Control Unit ( US-280 @ CR-41) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -14 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 730C001 LUMP| 83000.00000 83000.00| | Furnishing And Installing Traffic | | | Control Unit ( US-280 @ CR-43) | | | 0850 730E000 16.000 EACH| 3700.00000 59200.00| | Metal Traffic Signal Pole Foundation | | | 0860 730G004 16.000 EACH| 1115.00000 17840.00| | Metal Traffic Signal Strain Pole (State | | | Furnished) | | | 0870 730H001 12850.000 LF | 2.90000 37265.00| | Loop Wire | | | 0880 730I001 32525.000 LF | 1.40000 45535.00| | Loop Detector Lead-In-Cable | | | 0890 730J010 70.000 EACH| 148.00000 10360.00| | Vehicle Loop Detector | | | 0900 730K000 39.000 EACH| 297.00000 11583.00| | Traffic Signal Junction Box | | | 0910 730L003 280.000 LF | 5.00000 1400.00| | 1", Non-Metallic, Conduit | | | 0920 730L005 7475.000 LF | 7.00000 52325.00| | 2", Non-Metallic, Conduit | | | 0930 730N010 12.000 EACH| 1400.00000 16800.00| | Luminaire Extension Assembly, 12 Feet | | | 0940 730P020 20.000 EACH| 740.00000 14800.00| | Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 0950 730P022 22.000 EACH| 1400.00000 30800.00| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0960 730P024 4.000 EACH| 1480.00000 5920.00| | Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0970 730R022 2.000 EACH| 9600.00000 19200.00| | Controller Assembly, Type III, 8 Phase | | | 0980 730T000 5.000 EACH| 1100.00000 5500.00| | Wood Pole | | | 0990 740B000 1211.000 SQFT| 11.00000 13321.00| | Construction Signs | | | 1000 740D000 368.000 EACH| 62.00000 22816.00| | Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 051 -15 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060526051 COUNTIES : SHELBY LETTING DATE : 05/26/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 740E000 100.000 EACH| 14.00000 1400.00| | Cones (36 Inches High) | | | 1020 740F002 6.000 EACH| 260.00000 1560.00| | Barricades, Type III | | | 1030 740I005 3.000 EACH| 290.00000 870.00| | Warning Lights, Type B (Detachable Head | | | 1040 740M001 100.000 EACH| 8.00000 800.00| | Ballast For Cone | | | 1050 741C010 4.000 EACH| 2900.00000 11600.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1060 742A001 2.000 EACH| 7400.00000 14800.00| | Portable Changeable Message Sign, Type | | | 1070 756A021 80.000 LF | 66.00000 5280.00| | 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1080 756A028 55.000 LF | 74.00000 4070.00| | 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | 1090 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 150,000) | | | SECTION TOTALS | $ 3,389,445.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,389,445.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20060526054 COUNTIES : JACKSON LETTING DATE : 05/26/06 10:00 AM DIVISION : 01 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-363-071-606 for constructing the Planing, Resurfacing and Traffic Stripe on SR-71 from SR-35 (MP 0.00) in Section to MP 7.24 north of SR-40. Length 7.24 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 2,036,029.47 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 2,056,893.45 101.0247% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20060526054 COUNTIES : JACKSON LETTING DATE : 05/26/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 7707.000 GAL | 2.13000 16415.91| 2.30000 17726.10| Tack Coat | | | 0020 408A051 128444.000 SQYD| 0.39000 50093.16| 0.89000 114315.16| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 408A054 21075.000 SQYD| 1.46000 30769.50| 2.05000 43203.75| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0040 410C000 1.000 EACH| 16205.32000 16205.32| 2500.00000 2500.00| Contractor Retained Profilograph | | | 0050 410H000 1.000 EACH| 39668.60000 39668.60| 30000.00000 30000.00| Material Remixing Device | | | 0060 424A340 8028.000 TON | 57.03000 457836.84| 51.79000 415770.12| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424B636 19267.000 TON | 48.06000 925972.02| 45.26000 872024.42| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0080 424B644 3690.000 TON | 54.41000 200772.90| 48.45000 178780.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 430B040 7646.000 TON | 18.17000 138927.82| 16.00000 122336.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0100 600A000 LUMP| 20172.10000 20172.10| 50000.00000 50000.00| Mobilization | | | 0110 701A028 17.000 MILE| 1800.00000 30600.00| 1800.00000 30600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A046 6.000 MILE| 1100.00000 6600.00| 1100.00000 6600.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 10.000 MILE| 2000.00000 20000.00| 2000.00000 20000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20060526054 COUNTIES : JACKSON LETTING DATE : 05/26/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 12.000 MILE| 750.00000 9000.00| 750.00000 9000.00| Broken Temporary Traffic Stripe | | | 0150 701C001 52.000 MILE| 800.00000 41600.00| 800.00000 41600.00| Solid Temporary Traffic Stripe | | | 0160 703A002 528.000 SQFT| 3.00000 1584.00| 3.00000 1584.00| Traffic Control Markings, Class 2, Type | | | A | | | 0170 705A032 285.000 EACH| 6.00000 1710.00| 6.00000 1710.00| Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 747.000 EACH| 6.00000 4482.00| 6.00000 4482.00| Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 658.000 SQFT| 10.00000 6580.00| 8.30000 5461.40| Construction Signs | | | 0200 740D000 200.000 EACH| 4.78000 956.00| 0.00000 0.00| Channelizing Drums | | | 0210 740E000 200.000 EACH| 2.00000 400.00| 10.00000 2000.00| Cones (36 Inches High) | | | 0220 740M001 200.000 EACH| 0.96000 192.00| 1.00000 200.00| Ballast For Cone | | | 0230 741C010 1.000 EACH| 2391.30000 2391.30| 2000.00000 2000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0240 998A000 LUMP| 13100.00000 13100.00| 85000.00000 85000.00| Construction Fuel (Maximum Bid Limited | | | To $ 95,000) | | | SECTION TOTALS | $ 2,036,029.47| $ 2,056,893.45| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,036,029.47| $ 2,056,893.45| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20060526057 COUNTIES : COFFEE LETTING DATE : 05/26/06 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-162-134-602 for constructing the Planing, Resurfacing and Traffic Stripe on SR-134 from SR-192 to SR-88 and from SR-88 to SR-12 in Enterprise. Length 2.616 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 427,531.40 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 475,190.63 111.1475% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20060526057 COUNTIES : COFFEE LETTING DATE : 05/26/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 3.000 EACH| 105.00000 315.00| 170.00000 510.00| Mailbox Reset, Single | | | 0020 405A000 1607.000 GAL | 1.95000 3133.65| 3.95000 6347.65| Tack Coat | | | 0030 408A052 53559.000 SQYD| 1.10000 58914.90| 0.85000 45525.15| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 4419.000 TON | 54.65000 241498.35| 66.37000 293289.03| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A363 50.000 TON | 125.00000 6250.00| 147.07000 7353.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A366 100.000 TON | 50.00000 5000.00| 85.00000 8500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 17500.00000 17500.00| 21350.00000 21350.00| Mobilization | | | 0080 680A000 LUMP| 1000.00000 1000.00| 500.00000 500.00| Engineering Controls | | | 0090 701A028 6.000 MILE| 1775.00000 10650.00| 1775.00000 10650.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A032 6.000 MILE| 1775.00000 10650.00| 1775.00000 10650.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A041 2.000 MILE| 1050.00000 2100.00| 1050.00000 2100.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A046 2.000 MILE| 1050.00000 2100.00| 1050.00000 2100.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 835.000 LF | 1.25000 1043.75| 1.25000 1043.75| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20060526057 COUNTIES : COFFEE LETTING DATE : 05/26/06 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 701C000 3.000 MILE| 650.00000 1950.00| 650.00000 1950.00| Broken Temporary Traffic Stripe | | | 0150 701C001 24.000 MILE| 690.00000 16560.00| 690.00000 16560.00| Solid Temporary Traffic Stripe | | | 0160 701D007 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid Traffic Stripe Removed (Paint) | | | 0170 701D008 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid Traffic Stripe Removed (Plastic) | | | 0180 701D014 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Broken Traffic Stripe Removed (Paint) | | | 0190 701D015 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Broken Traffic Stripe Removed (Plastic) | | | 0200 703A002 3867.000 SQFT| 3.25000 12567.75| 3.25000 12567.75| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 430.000 SQFT| 3.75000 1612.50| 3.75000 1612.50| Traffic Control Legends, Class 2, Type | | | 0220 703D001 1443.000 SQFT| 1.50000 2164.50| 1.50000 2164.50| Temporary Traffic Control Markings | | | 0230 705A030 248.000 EACH| 5.00000 1240.00| 5.00000 1240.00| Pavement Markers, Class A-H, Type 2-C | | | 0240 705A032 785.000 EACH| 5.00000 3925.00| 5.00000 3925.00| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 381.000 EACH| 5.00000 1905.00| 5.00000 1905.00| Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 13.000 EACH| 5.00000 65.00| 5.00000 65.00| Pavement Markers, Class A-H, Type 2-E | | | 0270 740B000 1142.000 SQFT| 8.00000 9136.00| 7.90000 9021.80| Construction Signs | | | 0280 740E000 100.000 EACH| 10.00000 1000.00| 10.00000 1000.00| Cones (36 Inches High) | | | 0290 740M001 100.000 EACH| 7.50000 750.00| 6.00000 600.00| Ballast For Cone | | | 0300 740O000 1.000 EACH| 500.00000 500.00| 500.00000 500.00| Pilot Car | | | 0310 741C010 2.000 EACH| 2500.00000 5000.00| 1580.00000 3160.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0320 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 20,000.00) | | | SECTION TOTALS | $ 427,531.40| $ 475,190.63| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 427,531.40| $ 475,190.63| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20060526058 COUNTIES : DALE LETTING DATE : 05/26/06 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-234-123-601 for constructing the Planing, Resurfacing and Traffic Stripe on SR-123 from SR-53 to bridge north of Roy Parker Road in Ozark. Length 2.781 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 537,534.05 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 668,528.88 124.3696% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20060526058 COUNTIES : DALE LETTING DATE : 05/26/06 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 405A000 2199.000 GAL | 2.25000 4947.75| 3.94000 8664.06| Tack Coat | | | 0020 408A052 73284.000 SQYD| 1.15000 84276.60| 1.32000 96734.88| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A361 6046.000 TON | 53.95000 326181.70| 68.89000 416508.94| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A363 50.000 TON | 125.00000 6250.00| 159.73000 7986.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424A366 100.000 TON | 50.00000 5000.00| 104.67000 10467.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 600A000 LUMP| 12500.00000 12500.00| 32850.00000 32850.00| Mobilization | | | 0070 680A000 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| Engineering Controls | | | 0080 701A028 6.000 MILE| 1775.00000 10650.00| 1775.00000 10650.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0090 701A041 4.000 MILE| 1050.00000 4200.00| 1050.00000 4200.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0100 701A046 1.000 MILE| 1050.00000 1050.00| 1050.00000 1050.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701A048 6.000 MILE| 1995.00000 11970.00| 1995.00000 11970.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701B009 450.000 LF | 1.25000 562.50| 1.25000 562.50| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0130 701C000 10.000 MILE| 620.00000 6200.00| 620.00000 6200.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 058 -3 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20060526058 COUNTIES : DALE LETTING DATE : 05/26/06 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 701C001 24.000 MILE| 670.00000 16080.00| 670.00000 16080.00| Solid Temporary Traffic Stripe | | | 0150 701D007 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid Traffic Stripe Removed (Paint) | | | 0160 701D008 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid Traffic Stripe Removed (Plastic) | | | 0170 701D014 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Broken Traffic Stripe Removed (Paint) | | | 0180 701D015 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Broken Traffic Stripe Removed (Plastic) | | | 0190 703A002 3446.000 SQFT| 3.25000 11199.50| 3.25000 11199.50| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 134.000 SQFT| 3.75000 502.50| 3.75000 502.50| Traffic Control Legends, Class 2, Type | | | 0210 703D001 2219.000 SQFT| 1.50000 3328.50| 1.50000 3328.50| Temporary Traffic Control Markings | | | 0220 705A030 510.000 EACH| 5.00000 2550.00| 5.00000 2550.00| Pavement Markers, Class A-H, Type 2-C | | | 0230 705A032 336.000 EACH| 5.00000 1680.00| 5.00000 1680.00| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 426.000 EACH| 5.00000 2130.00| 5.00000 2130.00| Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 13.000 EACH| 5.00000 65.00| 5.00000 65.00| Pavement Markers, Class A-H, Type 2-E | | | 0260 740B000 995.000 SQFT| 8.00000 7960.00| 7.50000 7462.50| Construction Signs | | | 0270 740E000 100.000 EACH| 10.00000 1000.00| 13.54000 1354.00| Cones (36 Inches High) | | | 0280 740M001 100.000 EACH| 7.50000 750.00| 8.33000 833.00| Ballast For Cone | | | 0290 741C010 2.000 EACH| 2500.00000 5000.00| 1500.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0300 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 25,500.00) | | | SECTION TOTALS | $ 537,534.05| $ 668,528.88| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 537,534.05| $ 668,528.88| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20060526059 COUNTIES : MONROE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 CONTRACT TIME : 105 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-503-021-604 for constructing the Planing, Resurfacing and Traffic Stripe on SR-21 from south of CR-10 (MP 31.425) through Frisco City to north of Hybart Drive (MP 40.782) in Monroeville. Length 9.280 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 3,167,718.97 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 3,196,902.81 100.9213% 3 01087 APAC-SOUTHEAST, INC. $ 3,353,408.34 105.8619% 4 23011 HOSEA O. WEAVER & SONS, INC. $ 3,370,643.06 106.4060% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20060526059 COUNTIES : MONROE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 13008 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |MOBILE ASPHALT COMPANY, LLC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 2.000 EACH| 100.00000 200.00| 90.00000 180.00| 100.00000 200.00 Mailbox Reset, Single | | | 0020 210D011 6500.000 CUYD| 4.75000 30875.00| 10.75000 69875.00| 10.75000 69875.00 Borrow Excavation (A-4 Or Better) | | | 0030 405A000 15644.000 GAL | 1.45000 22683.80| 1.20000 18772.80| 2.50000 39110.00 Tack Coat | | | 0040 408A052 172504.000 SQYD| 0.85000 146628.40| 0.64000 110402.56| 0.90000 155253.60 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0051 424A280 14364.000 TON | 69.15000 993270.60| 57.00000 818748.00| 64.50000 926478.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0061 424A286 2275.000 TON | 49.95000 113636.25| 57.00000 129675.00| 66.00000 150150.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424B281 19542.000 TON | 56.45000 1103145.90| 54.00000 1055268.00| 60.35000 1179359.70 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0080 424B285 2612.000 TON | 55.00000 143660.00| 70.00000 182840.00| 70.00000 182840.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424B289 4500.000 TON | 45.00000 202500.00| 54.00000 243000.00| 63.00000 283500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 428B000 60699.000 LF | 0.07000 4248.93| 0.10000 6069.90| 0.09000 5462.91 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0110 430B000 300.000 TON | 45.00000 13500.00| 32.00000 9600.00| 50.00000 15000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0120 600A000 LUMP| 145000.00000 145000.00| 283200.00000 283200.00| 109500.00000 109500.00 Mobilization | | | 0130 652A100 7.000 ACRE| 485.00000 3395.00| 770.00000 5390.00| 875.00000 6125.00 Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 059 -3 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20060526059 COUNTIES : MONROE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 13008 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |MOBILE ASPHALT COMPANY, LLC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 656A010 7.000 ACRE| 435.00000 3045.00| 515.00000 3605.00| 770.00000 5390.00 Mulching | | | 0150 665G000 40.000 EACH| 10.00000 400.00| 2.00000 80.00| 5.00000 200.00 Sand Bags | | | 0160 665J000 1000.000 LF | 4.00000 4000.00| 4.00000 4000.00| 3.25000 3250.00 Silt Fence, Type A | | | 0170 665O001 1000.000 LF | 0.35000 350.00| 1.00000 1000.00| 0.50000 500.00 Silt Fence Removal | | | 0180 665Q000 100.000 LF | 8.00000 800.00| 10.25000 1025.00| 6.00000 600.00 12 Inch Wattle | | | 0190 665Q001 500.000 LF | 8.00000 4000.00| 10.25000 5125.00| 7.00000 3500.00 20 Inch Wattle | | | 0200 666A001 7.000 ACRE| 5.00000 35.00| 55.00000 385.00| 1.00000 7.00 Pest Control Treatment | | | 0210 701A028 13.000 MILE| 1798.86000 23385.18| 1840.00000 23920.00| 1775.00000 23075.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0220 701A032 7.000 MILE| 1798.86000 12592.02| 1840.00000 12880.00| 1775.00000 12425.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0230 701A041 7.000 MILE| 1064.11000 7448.77| 1090.00000 7630.00| 1050.00000 7350.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701A046 10.000 MILE| 1064.11000 10641.10| 1090.00000 10900.00| 1050.00000 10500.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A048 9.000 MILE| 2021.81000 18196.29| 2070.00000 18630.00| 1995.00000 17955.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701B009 1310.000 LF | 1.27000 1663.70| 1.30000 1703.00| 1.25000 1637.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0270 701C002 46.000 MILE| 628.33000 28903.18| 645.00000 29670.00| 620.00000 28520.00 Broken Temporary Traffic Stripe (Paint) | | | 0280 701C003 28.000 MILE| 689.14000 19295.92| 700.00000 19600.00| 680.00000 19040.00 Solid Temporary Traffic Stripe (Paint) | | | 0290 701G125 484.000 LF | 5.07000 2453.88| 5.20000 2516.80| 5.00000 2420.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 059 -4 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20060526059 COUNTIES : MONROE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 13008 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |MOBILE ASPHALT COMPANY, LLC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701G133 484.000 LF | 5.07000 2453.88| 5.20000 2516.80| 5.00000 2420.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0310 701H001 968.000 LF | 1.52000 1471.36| 1.55000 1500.40| 1.50000 1452.00 Solid Traffic Stripe Removed (Plastic) | | | 0320 703A002 4259.000 SQFT| 3.29000 14012.11| 3.40000 14480.60| 3.25000 13841.75 Traffic Control Markings, Class 2, Type | | | A | | | 0330 703B002 790.000 SQFT| 3.80000 3002.00| 3.90000 3081.00| 3.75000 2962.50 Traffic Control Legends, Class 2, Type | | | 0340 703D002 10114.000 SQFT| 1.52000 15373.28| 1.55000 15676.70| 1.50000 15171.00 Temporary Traffic Control Markings | | | (Paint) | | | 0350 703E002 2235.000 SQFT| 1.52000 3397.20| 1.55000 3464.25| 1.50000 3352.50 Temporary Traffic Control Legends | | | (Paint) | | | 0360 705A030 40.000 EACH| 5.07000 202.80| 5.20000 208.00| 5.00000 200.00 Pavement Markers, Class A-H, Type 2-C | | | 0370 705A031 385.000 EACH| 5.07000 1951.95| 5.20000 2002.00| 5.00000 1925.00 Pavement Markers, Class A-H, Type 1-A | | | 0380 705A032 298.000 EACH| 5.07000 1510.86| 5.20000 1549.60| 5.00000 1490.00 Pavement Markers, Class A-H, Type 1-B | | | 0390 705A037 616.000 EACH| 5.07000 3123.12| 5.20000 3203.20| 5.00000 3080.00 Pavement Markers, Class A-H, Type 2-D | | | 0400 705A038 75.000 EACH| 5.07000 380.25| 5.20000 390.00| 5.00000 375.00 Pavement Markers, Class A-H, Type 2-E | | | 0410 730H001 11824.000 LF | 2.51000 29678.24| 3.80000 44931.20| 2.00000 23648.00 Loop Wire | | | 0420 740B000 1176.000 SQFT| 8.00000 9408.00| 8.00000 9408.00| 7.88000 9266.88 Construction Signs | | | 0430 740D000 100.000 EACH| 45.00000 4500.00| 45.00000 4500.00| 30.00000 3000.00 Channelizing Drums | | | 0440 740E000 400.000 EACH| 12.00000 4800.00| 9.75000 3900.00| 3.00000 1200.00 Cones (36 Inches High) | | | 0450 740M001 400.000 EACH| 5.00000 2000.00| 6.00000 2400.00| 2.00000 800.00 Ballast For Cone | | | 0460 740O000 1.000 EACH| 3500.00000 3500.00| 5000.00000 5000.00| 5000.00000 5000.00 Pilot Car | | | 0470 741C010 2.000 EACH| 3500.00000 7000.00| 1500.00000 3000.00| 2500.00000 5000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 059 -5 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20060526059 COUNTIES : MONROE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 13008 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |MOBILE ASPHALT COMPANY, LLC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 125,000.00) | | | SECTION TOTALS | $ 3,167,718.97| $ 3,196,902.81| $ 3,353,408.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,167,718.97| $ 3,196,902.81| $ 3,353,408.34 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 059 -6 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20060526059 COUNTIES : MONROE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 2.000 EACH| 155.93000 311.86| | Mailbox Reset, Single | | | 0020 210D011 6500.000 CUYD| 10.75000 69875.00| | Borrow Excavation (A-4 Or Better) | | | 0030 405A000 15644.000 GAL | 1.97000 30818.68| | Tack Coat | | | 0040 408A052 172504.000 SQYD| 0.94000 162153.76| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0051 424A280 14364.000 TON | 62.61000 899330.04| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0061 424A286 2275.000 TON | 67.91000 154495.25| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424B281 19542.000 TON | 57.62000 1126010.04| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0080 424B285 2612.000 TON | 60.24000 157346.88| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424B289 4500.000 TON | 61.66000 277470.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 428B000 60699.000 LF | 0.13000 7890.87| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0110 430B000 300.000 TON | 36.79000 11037.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0120 600A000 LUMP| 100000.00000 100000.00| | Mobilization | | | 0130 652A100 7.000 ACRE| 550.00000 3850.00| | Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 059 -7 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20060526059 COUNTIES : MONROE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 656A010 7.000 ACRE| 500.00000 3500.00| | Mulching | | | 0150 665G000 40.000 EACH| 6.30000 252.00| | Sand Bags | | | 0160 665J000 1000.000 LF | 4.02000 4020.00| | Silt Fence, Type A | | | 0170 665O001 1000.000 LF | 1.96000 1960.00| | Silt Fence Removal | | | 0180 665Q000 100.000 LF | 8.26000 826.00| | 12 Inch Wattle | | | 0190 665Q001 500.000 LF | 10.92000 5460.00| | 20 Inch Wattle | | | 0200 666A001 7.000 ACRE| 75.00000 525.00| | Pest Control Treatment | | | 0210 701A028 13.000 MILE| 1775.00000 23075.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0220 701A032 7.000 MILE| 1775.00000 12425.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0230 701A041 7.000 MILE| 1050.00000 7350.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701A046 10.000 MILE| 1050.00000 10500.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A048 9.000 MILE| 1995.00000 17955.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701B009 1310.000 LF | 1.25000 1637.50| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0270 701C002 46.000 MILE| 620.00000 28520.00| | Broken Temporary Traffic Stripe (Paint) | | | 0280 701C003 28.000 MILE| 680.00000 19040.00| | Solid Temporary Traffic Stripe (Paint) | | | 0290 701G125 484.000 LF | 5.00000 2420.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 059 -8 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20060526059 COUNTIES : MONROE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701G133 484.000 LF | 5.00000 2420.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0310 701H001 968.000 LF | 1.50000 1452.00| | Solid Traffic Stripe Removed (Plastic) | | | 0320 703A002 4259.000 SQFT| 3.25000 13841.75| | Traffic Control Markings, Class 2, Type | | | A | | | 0330 703B002 790.000 SQFT| 3.75000 2962.50| | Traffic Control Legends, Class 2, Type | | | 0340 703D002 10114.000 SQFT| 1.50000 15171.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0350 703E002 2235.000 SQFT| 1.50000 3352.50| | Temporary Traffic Control Legends | | | (Paint) | | | 0360 705A030 40.000 EACH| 5.00000 200.00| | Pavement Markers, Class A-H, Type 2-C | | | 0370 705A031 385.000 EACH| 5.00000 1925.00| | Pavement Markers, Class A-H, Type 1-A | | | 0380 705A032 298.000 EACH| 5.00000 1490.00| | Pavement Markers, Class A-H, Type 1-B | | | 0390 705A037 616.000 EACH| 5.00000 3080.00| | Pavement Markers, Class A-H, Type 2-D | | | 0400 705A038 75.000 EACH| 5.00000 375.00| | Pavement Markers, Class A-H, Type 2-E | | | 0410 730H001 11824.000 LF | 2.50000 29560.00| | Loop Wire | | | 0420 740B000 1176.000 SQFT| 13.66000 16064.16| | Construction Signs | | | 0430 740D000 100.000 EACH| 80.15000 8015.00| | Channelizing Drums | | | 0440 740E000 400.000 EACH| 12.21000 4884.00| | Cones (36 Inches High) | | | 0450 740M001 400.000 EACH| 7.71000 3084.00| | Ballast For Cone | | | 0460 740O000 1.000 EACH| 19751.79000 19751.79| | Pilot Car | | | 0470 741C010 2.000 EACH| 1479.74000 2959.48| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/06 PAGE : 059 -9 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20060526059 COUNTIES : MONROE LETTING DATE : 05/26/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 998A000 LUMP| 100000.00000 100000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 125,000.00) | | | SECTION TOTALS | $ 3,370,643.06| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,370,643.06| $ 0.00| $ ====================================================================================================================================