ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20060222001 COUNTIES : MONTGOMERY LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 CONTRACT TIME : 12/01/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : NHF-I065(344) for constructing the Bridge Widening and Approaches on I-65 at the Alabama River in Montgomery. Length 0.576 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 13,245,468.70 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 18,499,494.80 139.6666% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060222001 COUNTIES : MONTGOMERY LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( ) |R. R. DAWSON BRIDGE COMPANY |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 206A050 LUMP| 300000.00000 300000.00| 740000.00000 740000.00| Removal Of Old Bridge, Partial, Station | | | 304+44 (SBL & NBL) | | | 0020 206C002 240.000 SQYD| 20.00000 4800.00| 10.50000 2520.00| Removing Concrete Slope Paving | | | 0030 206D001 568.000 LF | 5.00000 2840.00| 2.00000 1136.00| Removing Guardrail | | | 0040 206D008 38.000 LF | 27.00000 1026.00| 63.00000 2394.00| Removing Retaining Wall | | | 0050 206E008 8.000 EACH| 500.00000 4000.00| 300.00000 2400.00| Removing Guardrail End Anchor (All Type | | | 0052 206E020 1.000 EACH| 8690.00000 8690.00| 14650.00000 14650.00| Removing Existing Overhead Sign | | | Structure | | | 0060 210A000 515.000 CUYD| 20.00000 10300.00| 42.00000 21630.00| Unclassified Excavation | | | 0070 214A000 127.000 CUYD| 35.00000 4445.00| 42.00000 5334.00| Structure Excavation | | | 0080 214B001 24.000 CUYD| 35.00000 840.00| 37.00000 888.00| Foundation Backfill, Commercial | | | 0090 215A000 1140.000 CUYD| 35.00000 39900.00| 21.55000 24567.00| Unclassified Bridge Excavation | | | 0100 215B000 LUMP| 75000.00000 75000.00| 1333069.00000 1333069.00| Cofferdams Or Sheeting And Shoring, | | | Station 304+44 | | | 0110 230A000 4.000 RBST| 1100.00000 4400.00| 2400.00000 9600.00| Roadbed Processing | | | 0120 301A004 316.000 SQYD| 15.40000 4866.40| 14.50000 4582.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0130 301A012 802.000 SQYD| 15.40000 12350.80| 14.50000 11629.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0140 327E000 160.000 TON | 78.10000 12496.00| 72.00000 11520.00| Permeable Asphalt Treated Base | | | 0150 401A000 802.000 SQYD| 1.10000 882.20| 1.00000 802.00| Bituminous Treatment A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060222001 COUNTIES : MONTGOMERY LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( ) |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 405A000 315.000 GAL | 9.46000 2979.90| 8.75000 2756.25| Tack Coat | | | 0170 408A052 193.000 SQYD| 20.00000 3860.00| 18.75000 3618.75| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0180 424A281 75.000 TON | 137.50000 10312.50| 130.00000 9750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0190 424B281 120.000 TON | 107.80000 12936.00| 100.00000 12000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0200 424B581 240.000 TON | 114.40000 27456.00| 105.00000 25200.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0210 450B000 97.000 SQYD| 100.00000 9700.00| 150.00000 14550.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0220 502A000 660900.000 LB | 0.81000 535329.00| 1.00000 660900.00| Steel Reinforcement | | | 0230 502B000 LUMP| 573000.00000 573000.00| 860000.00000 860000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 304+44 (Approx. | | | 603,400 lbs.) | | | 0240 505A002 5.000 EACH| 2500.00000 12500.00| 5000.00000 25000.00| Steel Test Piles (HP 12x53) | | | 0250 505B057 5.000 EACH| 5000.00000 25000.00| 1500.00000 7500.00| Static Loading Tests (HP 12x53) | | | 0260 505B087 5.000 EACH| 500.00000 2500.00| 500.00000 2500.00| Dynamic Loading Tests (HP 12x53) | | | 0270 505M002 14800.000 LF | 40.00000 592000.00| 37.00000 547600.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0280 506A008 150.000 LF | 502.00000 75300.00| 480.00000 72000.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0290 506A014 191.000 LF | 3188.00000 608908.00| 2110.00000 403010.00| Drilled Shaft Excavation, 11'-0" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060222001 COUNTIES : MONTGOMERY LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( ) |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 506A015 91.000 LF | 2210.00000 201110.00| 3043.00000 276913.00| Drilled Shaft Excavation, 9'-0" Diamete | | | 0310 506C022 150.000 LF | 227.00000 34050.00| 216.00000 32400.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS2 Concrete | | | 0320 506C032 91.000 LF | 1101.00000 100191.00| 1055.00000 96005.00| Drilled Shaft Construction, 9'-0" | | | Diameter, Class DS2 Concrete | | | 0330 506C036 279.000 LF | 1693.00000 472347.00| 1616.00000 450864.00| Drilled Shaft Construction, 11'-0" | | | Diameter, Class DS2 Concrete | | | 0340 506F021 91.000 LF | 1108.00000 100828.00| 1060.00000 96460.00| Permanent Drilled Shaft Casing, 9'-0" | | | Diameter | | | 0350 506F022 279.000 LF | 1737.00000 484623.00| 1660.00000 463140.00| Permanent Drilled Shaft Casing, 11'-0" | | | Diameter | | | 0360 506G002 2.000 EACH| 1650.00000 3300.00| 2000.00000 4000.00| Crosshole Sonic Logging, 4'-0" Diameter | | | 0370 506G015 1.000 EACH| 11000.00000 11000.00| 11000.00000 11000.00| Crosshole Sonic Logging, 9'-0" Diameter | | | 0380 506G017 2.000 EACH| 16500.00000 33000.00| 16000.00000 32000.00| Crosshole Sonic Logging, 11'-0" Diamete | | | 0390 508A000 26300.000 LB | 3.00000 78900.00| 3.00000 78900.00| Structural Steel | | | 0400 508B000 1.000 EACH| 1860000.00000 1860000.00| 3309200.00000 3309200.00| Structural Steel Superstructure, | | | 200'~260'~200' Continuous Span, Sta. | | | 0410 510A000 1961.000 CUYD| 500.00000 980500.00| 614.00000 1204054.00| Bridge Substructure Concrete, Class A | | | 0420 510C051 LUMP| 1621000.00000 1621000.00| 2660000.00000 2660000.00| Bridge Concrete Superstructure, Sta. | | | 304+44, Approx. 2,666 Cu. Yds. | | | 0430 510E000 9560.000 SQYD| 3.00000 28680.00| 2.00000 19120.00| Grooving Concrete Bridge Decks | | | 0440 511A004 12.000 EACH| 2200.00000 26400.00| 2900.00000 34800.00| Elastomeric Bearings, Type 4 | | | 0450 511A005 4.000 EACH| 2100.00000 8400.00| 2450.00000 9800.00| Elastomeric Bearings, Type 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060222001 COUNTIES : MONTGOMERY LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( ) |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 511A053 80.000 EACH| 200.00000 16000.00| 195.00000 15600.00| Elastomeric Bearing Type 2 (Mark B4) | | | 0470 511A071 20.000 EACH| 450.00000 9000.00| 500.00000 10000.00| Elastomeric Bearing Type 4 (Mark VB2) | | | 0480 511A072 10.000 EACH| 450.00000 4500.00| 566.00000 5660.00| Elastomeric Bearing Type 4 (Mark VB3) | | | 0490 511A073 80.000 EACH| 450.00000 36000.00| 535.00000 42800.00| Elastomeric Bearing Type 4 (Mark VB4) | | | 0500 513B004 496.000 LF | 110.00000 54560.00| 120.00000 59520.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0510 513B011 331.000 LF | 175.00000 57925.00| 167.00000 55277.00| Pretensioned-Prestressed Concrete | | | Girder, Type II (Modified) (Speciality | | | Item) | | | 0520 513B015 7472.000 LF | 150.00000 1120800.00| 175.00000 1307600.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0530 513B019 581.000 LF | 175.00000 101675.00| 220.00000 127820.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0540 519C000 LUMP| 17000.00000 17000.00| 12650.00000 12650.00| Modifying Navagation Lighting System | | | 0550 529A001 160.000 SQFT| 75.00000 12000.00| 126.00000 20160.00| Concrete Retaining Wall | | | 0560 530A001 213.000 LF | 55.00000 11715.00| 54.00000 11502.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0570 600A000 LUMP| 1600000.00000 1600000.00| 2196000.00000 2196000.00| Mobilization | | | 0580 604A000 802.000 SQYD| 1.65000 1323.30| 2.40000 1924.80| Separative Geotextile | | | 0590 605A004 165.000 LF | 50.00000 8250.00| 25.00000 4125.00| Pavement Median Drain | | | 0600 610C001 2200.000 TON | 35.00000 77000.00| 44.00000 96800.00| Loose Riprap, Class 2 | | | 0610 610D000 1870.000 SQYD| 3.00000 5610.00| 3.50000 6545.00| Filter Blanket | | | 0620 614A001 2.000 CUYD| 1000.00000 2000.00| 2300.00000 4600.00| Slope Paving (Under Bridges) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060222001 COUNTIES : MONTGOMERY LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( ) |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 620A000 1.000 CUYD| 1000.00000 1000.00| 1200.00000 1200.00| Minor Structure Concrete | | | 0640 621C136 1.000 EACH| 7260.00000 7260.00| 6500.00000 6500.00| Inlets, Type E6 | | | 0650 629A023 44.000 LF | 303.00000 13332.00| 280.00000 12320.00| Concrete Median Or Safety Barrier, Type | | | 5 (Special) | | | 0660 629A057 149.000 LF | 160.00000 23840.00| 150.00000 22350.00| Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0670 637A000 40.000 LF | 100.00000 4000.00| 40.00000 1600.00| Fence Reset | | | 0680 652A100 1.000 ACRE| 880.00000 880.00| 800.00000 800.00| Seeding | | | 0690 656A010 1.000 ACRE| 935.00000 935.00| 850.00000 850.00| Mulching | | | 0700 665A000 1.000 ACRE| 770.00000 770.00| 800.00000 800.00| Temporary Seeding | | | 0710 665B000 1.000 ACRE| 825.00000 825.00| 800.00000 800.00| Temporary Mulching | | | 0720 665J000 2100.000 LF | 5.00000 10500.00| 3.30000 6930.00| Silt Fence, Type A | | | 0730 665L000 750.000 LF | 30.00000 22500.00| 15.00000 11250.00| Floating Basin Boom | | | 0740 665O001 2100.000 LF | 2.00000 4200.00| 1.75000 3675.00| Silt Fence Removal | | | 0750 665P001 4.000 EACH| 500.00000 2000.00| 395.00000 1580.00| Inlet Protection Device | | | 0760 665Q001 100.000 LF | 10.00000 1000.00| 6.75000 675.00| 20 Inch Wattle | | | 0770 666A001 1.000 ACRE| 30.00000 30.00| 100.00000 100.00| Pest Control Treatment | | | 0780 680A000 LUMP| 103000.00000 103000.00| 215000.00000 215000.00| Engineering Controls | | | 0790 701C000 1.000 MILE| 1100.00000 1100.00| 1000.00000 1000.00| Broken Temporary Traffic Stripe | | | 0800 701C001 2.000 MILE| 1100.00000 2200.00| 1000.00000 2000.00| Solid Temporary Traffic Stripe | | | 0830 701D007 1.000 MILE| 2035.00000 2035.00| 1850.00000 1850.00| Solid Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060222001 COUNTIES : MONTGOMERY LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( ) |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 701D008 3.000 MILE| 2145.00000 6435.00| 1950.00000 5850.00| Solid Traffic Stripe Removed (Plastic) | | | 0850 701D009 1.000 MILE| 2200.00000 2200.00| 2000.00000 2000.00| Solid Traffic Stripe Removed (Tape) | | | 0860 701D014 1.000 MILE| 1815.00000 1815.00| 1650.00000 1650.00| Broken Traffic Stripe Removed (Paint) | | | 0870 701D015 3.000 MILE| 1925.00000 5775.00| 1750.00000 5250.00| Broken Traffic Stripe Removed (Plastic) | | | 0880 701D016 1.000 MILE| 1980.00000 1980.00| 1800.00000 1800.00| Broken Traffic Stripe Removed (Tape) | | | 0900 701F004 150.000 LF | 2.20000 330.00| 2.00000 300.00| Dotted Temporary Traffic Stripe | | | 0910 703C001 1000.000 SQFT| 3.30000 3300.00| 3.00000 3000.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0920 703D000 90.000 SQFT| 18.70000 1683.00| 17.00000 1530.00| Temporary Traffic Control Markings | | | (Tape) | | | 0930 703E000 45.000 SQFT| 26.40000 1188.00| 24.00000 1080.00| Temporary Traffic Control Legends (Tape | | | 0932 704A101 3.000 MILE| 5308.00000 15924.00| 4825.00000 14475.00| Broken White Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0934 704A102 2.000 MILE| 13475.00000 26950.00| 12250.00000 24500.00| Solid White Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0936 704A104 2.000 MILE| 13475.00000 26950.00| 12250.00000 24500.00| Solid Yellow Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0938 704C003 300.000 LF | 5.50000 1650.00| 5.00000 1500.00| Dotted White Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0940 705A011 1000.000 EACH| 6.60000 6600.00| 6.00000 6000.00| Pavement Markers, Class C, Type 1-A | | | 0950 705A012 300.000 EACH| 6.60000 1980.00| 6.00000 1800.00| Pavement Markers, Class C, Type 1-B | | | 0960 705A022 650.000 EACH| 6.60000 4290.00| 6.00000 3900.00| Pavement Markers, Class C, Type 2-C | | | 0970 707G000 288.000 EACH| 13.20000 3801.60| 22.00000 6336.00| Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060222001 COUNTIES : MONTGOMERY LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( ) |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 717A000 LUMP| 39930.00000 39930.00| 22800.00000 22800.00| Overhead Roadway Sign Structure No. | | | OHSB-1 (Renovation) | | | 0990 726B000 5740.000 LF | 66.00000 378840.00| 61.00000 350140.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1000 726D025 1.000 EACH| 13200.00000 13200.00| 12000.00000 12000.00| Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1010 740B000 1819.000 SQFT| 15.00000 27285.00| 8.00000 14552.00| Construction Signs | | | 1020 740D000 300.000 EACH| 72.00000 21600.00| 55.00000 16500.00| Channelizing Drums | | | 1030 740F002 7.000 EACH| 300.00000 2100.00| 205.00000 1435.00| Barricades, Type III | | | 1040 740I005 3.000 EACH| 850.00000 2550.00| 690.00000 2070.00| Warning Lights, Type B (Detachable Head | | | 1050 741C010 4.000 EACH| 5000.00000 20000.00| 4250.00000 17000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1060 742A001 5.000 EACH| 25000.00000 125000.00| 14700.00000 73500.00| Portable Changeable Message Sign, Type | | | 1070 998A000 LUMP| 140000.00000 140000.00| 1.00000 1.00| Construction Fuel (Maximum Bid Limited | | | To $ 325,000.00) | | | 1080 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 13,245,468.70| $ 18,499,494.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,245,468.70| $ 18,499,494.80| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20060222004 COUNTIES : RUSSELL LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0008(533) for constructing the Resurfacing and Traffic Stripe on SR-8 (US-80) from the Lee County line to the beginning of the 5 lane west of Phenix City. Length 13.308 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 2,340,760.10 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,660,075.76 113.6415% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060222004 COUNTIES : RUSSELL LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( ) |EAST ALABAMA PAVING CO., 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 209A000 21.000 EACH| 125.00000 2625.00| 205.00000 4305.00| Mailbox Reset, Single | | | 0020 401B100 193237.000 SQYD| 0.64000 123671.68| 0.68000 131401.16| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 9800.000 GAL | 1.75000 17150.00| 4.00000 39200.00| Tack Coat | | | 0040 408A052 7467.000 SQYD| 4.00000 29868.00| 5.35000 39948.45| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 410B000 1.000 EACH| 10000.00000 10000.00| 8900.00000 8900.00| State Furnished Profilograph | | | 0060 410H000 1.000 EACH| 50000.00000 50000.00| 63770.00000 63770.00| Material Remixing Device | | | 0070 424A356 8700.000 TON | 58.84000 511908.00| 69.49000 604563.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A358 100.000 TON | 60.00000 6000.00| 69.49000 6949.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424A359 100.000 TON | 60.00000 6000.00| 69.49000 6949.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0100 424B650 18477.000 TON | 52.36000 967455.72| 58.55000 1081828.35| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424B654 200.000 TON | 100.00000 20000.00| 126.80000 25360.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424C371 5574.000 TON | 50.05000 278978.70| 63.20000 352276.80| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060222004 COUNTIES : RUSSELL LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( ) |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 430B043 2500.000 TON | 18.00000 45000.00| 29.34000 73350.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 600A000 LUMP| 43864.00000 43864.00| 72250.00000 72250.00| Mobilization | | | 0150 701A028 27.000 MILE| 1600.00000 43200.00| 1775.00000 47925.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A046 5.000 MILE| 1100.00000 5500.00| 1100.00000 5500.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 11.000 MILE| 1800.00000 19800.00| 1995.00000 21945.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701C000 15.000 MILE| 425.00000 6375.00| 680.00000 10200.00| Broken Temporary Traffic Stripe | | | 0190 701C001 33.000 MILE| 525.00000 17325.00| 750.00000 24750.00| Solid Temporary Traffic Stripe | | | 0200 703A002 2900.000 SQFT| 3.00000 8700.00| 3.25000 9425.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 280.000 SQFT| 3.80000 1064.00| 4.00000 1120.00| Traffic Control Legends, Class 2, Type | | | 0220 703D001 1050.000 SQFT| 1.90000 1995.00| 1.50000 1575.00| Temporary Traffic Control Markings | | | 0230 731A012 1.000 EACH| 8500.00000 8500.00| 5000.00000 5000.00| Traffic Counting Units, Type M | | | 0240 740B000 1278.000 SQFT| 10.00000 12780.00| 7.50000 9585.00| Construction Signs | | | 0250 740O000 1.000 EACH| 3000.00000 3000.00| 12000.00000 12000.00| Pilot Car | | | 0260 998A000 LUMP| 100000.00000 100000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 100,000.00) | | | SECTION TOTALS | $ 2,340,760.10| $ 2,660,075.76| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,340,760.10| $ 2,660,075.76| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20060222006 COUNTIES : CLARKE LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0013(526) for constructing the Planing, Resurfacing and Traffic Stripe on SR-13 (US-43) from south of Dummy Line Road to north of Joe Davis Industrial Boulevard in Thomasville. Length 4.083 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,133,342.30 100.0000% 2 01073 ASPHALT SUPPLY, LLC $ 1,198,198.38 105.7226% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060222006 COUNTIES : CLARKE LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 7916.000 GAL | 1.30000 10290.80| 1.84000 14565.44| Tack Coat | | | 0020 408A052 157418.000 SQYD| 0.30000 47225.40| 0.34000 53522.12| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 410H000 1.000 EACH| 10000.00000 10000.00| 9700.00000 9700.00| Material Remixing Device | | | 0040 424A281 10501.000 TON | 55.75000 585430.75| 55.94000 587425.94| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0050 424A284 700.000 TON | 75.00000 52500.00| 70.00000 49000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424A361 3349.000 TON | 52.25000 174985.25| 46.27000 154958.23| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 428C000 57985.000 LF | 0.17000 9857.45| 0.16000 9277.60| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0080 430B000 100.000 TON | 40.00000 4000.00| 43.00000 4300.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0090 600A000 LUMP| 100000.00000 100000.00| 114500.00000 114500.00| Mobilization | | | 0100 665J000 1000.000 LF | 5.00000 5000.00| 3.10000 3100.00| Silt Fence, Type A | | | 0110 665O001 1000.000 LF | 2.00000 2000.00| 1.55000 1550.00| Silt Fence Removal | | | 0120 701A028 8.000 MILE| 1785.00000 14280.00| 1945.00000 15560.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A032 5.000 MILE| 1785.00000 8925.00| 1945.00000 9725.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A041 7.000 MILE| 1125.00000 7875.00| 1225.00000 8575.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060222006 COUNTIES : CLARKE LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A046 3.000 MILE| 1125.00000 3375.00| 1225.00000 3675.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 3.000 MILE| 2040.00000 6120.00| 2217.00000 6651.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701B009 1062.000 LF | 1.00000 1062.00| 1.11000 1178.82| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0180 701C002 10.000 MILE| 700.00000 7000.00| 756.00000 7560.00| Broken Temporary Traffic Stripe (Paint) | | | 0190 701C003 34.000 MILE| 765.00000 26010.00| 834.00000 28356.00| Solid Temporary Traffic Stripe (Paint) | | | 0200 701G121 410.000 LF | 3.05000 1250.50| 3.34000 1369.40| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G125 410.000 LF | 5.10000 2091.00| 5.56000 2279.60| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G133 410.000 LF | 5.10000 2091.00| 5.56000 2279.60| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701H001 820.000 LF | 1.50000 1230.00| 1.67000 1369.40| Solid Traffic Stripe Removed (Plastic) | | | 0240 701H006 410.000 LF | 1.50000 615.00| 1.67000 684.70| Broken Traffic Stripe Removed (Plastic) | | | 0250 703A002 794.000 SQFT| 3.30000 2620.20| 3.61000 2866.34| Traffic Control Markings, Class 2, Type | | | A | | | 0260 703B002 472.000 SQFT| 4.10000 1935.20| 4.45000 2100.40| Traffic Control Legends, Class 2, Type | | | 0270 703D002 1588.000 SQFT| 1.55000 2461.40| 1.67000 2651.96| Temporary Traffic Control Markings | | | (Paint) | | | 0280 703E002 315.000 SQFT| 1.55000 488.25| 1.67000 526.05| Temporary Traffic Control Legends | | | (Paint) | | | 0290 705A030 104.000 EACH| 5.35000 556.40| 5.83000 606.32| Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060222006 COUNTIES : CLARKE LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A031 404.000 EACH| 5.35000 2161.40| 5.83000 2355.32| Pavement Markers, Class A-H, Type 1-A | | | 0310 705A037 358.000 EACH| 5.35000 1915.30| 5.83000 2087.14| Pavement Markers, Class A-H, Type 2-D | | | 0320 731A013 1.000 EACH| 10750.00000 10750.00| 12250.00000 12250.00| Traffic Counting Units, Type N | | | 0330 740B000 1099.000 SQFT| 10.00000 10990.00| 8.00000 8792.00| Construction Signs | | | 0340 740D000 100.000 EACH| 60.00000 6000.00| 52.00000 5200.00| Channelizing Drums | | | 0350 740E000 400.000 EACH| 10.00000 4000.00| 16.00000 6400.00| Cones (36 Inches High) | | | 0360 740M001 400.000 EACH| 8.00000 3200.00| 8.00000 3200.00| Ballast For Cone | | | 0370 741C010 2.000 EACH| 1525.00000 3050.00| 1500.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0380 998A000 LUMP| 0.00000 0.00| 55000.00000 55000.00| Construction Fuel (Maximum Bid Limited | | | To $ 55,000.00) | | | SECTION TOTALS | $ 1,133,342.30| $ 1,198,198.38| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,133,342.30| $ 1,198,198.38| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20060222007 COUNTIES : WASHINGTON LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0013(527) for constructing the Planing, Resurfacing and Traffic Stripe on SR-13 (US-43) from the McIntosh north city limits to the Lewis Creek bridge. Length 4.006 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,618,468.66 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 1,736,245.67 107.2771% 3 01073 ASPHALT SUPPLY, LLC $ 1,980,259.01 122.3539% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060222007 COUNTIES : WASHINGTON LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01073 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 920.000 TON | 30.00000 27600.00| 37.17000 34196.40| 56.00000 51520.00 Crushed Aggregate, Section 825, FOR | | | MISCELLANEOUS USE | | | 0020 405A000 11922.000 GAL | 1.15000 13710.30| 1.81000 21578.82| 2.10000 25036.20 Tack Coat | | | 0030 408A052 134002.000 SQYD| 0.38000 50920.76| 0.84000 112561.68| 0.65000 87101.30 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 410C000 1.000 EACH| 1500.00000 1500.00| 25000.00000 25000.00| 12000.00000 12000.00 Contractor Retained Profilograph | | | 0050 410H000 1.000 EACH| 70000.00000 70000.00| 42144.49000 42144.49| 14000.00000 14000.00 Material Remixing Device | | | 0060 420A015 5730.000 TON | 75.00000 429750.00| 78.96000 452440.80| 98.00000 561540.00 Polymer Modified Open Graded Friction | | | Course | | | 0070 424A361 14360.000 TON | 47.50000 682100.00| 53.18000 763664.80| 53.00000 761080.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A364 500.000 TON | 47.50000 23750.00| 98.88000 49440.00| 70.00000 35000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424A367 100.000 TON | 47.50000 4750.00| 100.02000 10002.00| 55.00000 5500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 428C000 73455.000 LF | 0.14000 10283.70| 0.07000 5141.85| 0.16000 11752.80 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0110 430B000 100.000 TON | 30.00000 3000.00| 39.09000 3909.00| 43.00000 4300.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0120 600A000 LUMP| 140000.00000 140000.00| 67591.39000 67591.39| 184000.00000 184000.00 Mobilization | | | 0130 665Q000 100.000 LF | 15.00000 1500.00| 9.06000 906.00| 22.00000 2200.00 12 Inch Wattle | | | 0140 701A028 7.000 MILE| 1775.00000 12425.00| 1902.25000 13315.75| 1945.00000 13615.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060222007 COUNTIES : WASHINGTON LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01073 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A032 7.000 MILE| 1775.00000 12425.00| 1902.25000 13315.75| 1945.00000 13615.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A041 9.000 MILE| 1115.00000 10035.00| 1195.70000 10761.30| 1225.00000 11025.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A046 2.000 MILE| 1115.00000 2230.00| 1195.70000 2391.40| 1225.00000 2450.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 2.000 MILE| 2130.00000 4260.00| 2282.70000 4565.40| 2334.00000 4668.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701C002 30.000 MILE| 690.00000 20700.00| 739.16000 22174.80| 756.00000 22680.00 Broken Temporary Traffic Stripe (Paint) | | | 0200 701C003 46.000 MILE| 760.00000 34960.00| 815.25000 37501.50| 834.00000 38364.00 Solid Temporary Traffic Stripe (Paint) | | | 0210 703A002 1018.000 SQFT| 3.30000 3359.40| 3.53000 3593.54| 3.61000 3674.98 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 405.000 SQFT| 4.00000 1620.00| 4.35000 1761.75| 4.44000 1798.20 Traffic Control Legends, Class 2, Type | | | 0230 703D001 279.000 SQFT| 2.00000 558.00| 2.17000 605.43| 2.22000 619.38 Temporary Traffic Control Markings | | | 0240 703E001 945.000 SQFT| 2.00000 1890.00| 2.17000 2050.65| 2.22000 2097.90 Temporary Traffic Control Legends | | | 0250 705A030 40.000 EACH| 5.30000 212.00| 5.71000 228.40| 5.83000 233.20 Pavement Markers, Class A-H, Type 2-C | | | 0260 705A031 524.000 EACH| 5.30000 2777.20| 5.71000 2992.04| 5.83000 3054.92 Pavement Markers, Class A-H, Type 1-A | | | 0270 705A032 131.000 EACH| 5.30000 694.30| 5.71000 748.01| 5.83000 763.73 Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 146.000 EACH| 5.30000 773.80| 5.71000 833.66| 5.83000 851.18 Pavement Markers, Class A-H, Type 2-D | | | 0290 705A038 34.000 EACH| 5.30000 180.20| 5.71000 194.14| 5.83000 198.22 Pavement Markers, Class A-H, Type 2-E | | | 0300 740B000 1042.000 SQFT| 12.00000 12504.00| 10.84000 11295.28| 10.00000 10420.00 Construction Signs | | | 0310 740D000 100.000 EACH| 60.00000 6000.00| 54.19000 5419.00| 55.00000 5500.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060222007 COUNTIES : WASHINGTON LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01073 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740E000 400.000 EACH| 15.00000 6000.00| 11.92000 4768.00| 16.00000 6400.00 Cones (36 Inches High) | | | 0330 740M001 400.000 EACH| 15.00000 6000.00| 7.83000 3132.00| 8.00000 3200.00 Ballast For Cone | | | 0340 741C010 2.000 EACH| 10000.00000 20000.00| 3010.32000 6020.64| 1500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0350 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 77000.00000 77000.00 Construction Fuel (Maximum Bid Limited | | | To $ 77,000.00) | | | SECTION TOTALS | $ 1,618,468.66| $ 1,736,245.67| $ 1,980,259.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,618,468.66| $ 1,736,245.67| $ 1,980,259.01 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20060222008 COUNTIES : LAWRENCE LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0020(504) for constructing the Planing, Resurfacing and Traffic Stripe on SR-20 (US-72) from just east of SR-101 (MP 43.240) in Town Creek to just east of CR-585 (MP 45.710). Length 2.457 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 1,177,840.55 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 1,181,203.45 100.2855% 3 19074 S & M EQUIPMENT CO., INC. $ 1,255,384.72 106.5836% 4 01087 APAC-SOUTHEAST, INC. $ 1,258,204.73 106.8230% 5 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 1,380,939.30 117.2433% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20060222008 COUNTIES : LAWRENCE LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19010 |( 3 ) 19074 |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 34.000 SQYD| 70.00000 2380.00| 15.00000 510.00| 10.00000 340.00 Removing Concrete Driveway | | | 0020 305B060 1310.000 TON | 15.00000 19650.00| 14.12000 18497.20| 15.00000 19650.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 405A000 6231.000 GAL | 2.00000 12462.00| 1.20000 7477.20| 1.65000 10281.15 Tack Coat | | | 0040 408A051 70864.000 SQYD| 0.80000 56691.20| 0.61000 43227.04| 1.25000 88580.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 410B000 1.000 EACH| 3500.00000 3500.00| 750.00000 750.00| 1000.00000 1000.00 State Furnished Profilograph | | | 0060 410H000 1.000 EACH| 50000.00000 50000.00| 40000.00000 40000.00| 25000.00000 25000.00 Material Remixing Device | | | 0070 424A280 6156.000 TON | 48.00000 295488.00| 48.55000 298873.80| 51.00000 313956.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A360 1438.000 TON | 52.00000 74776.00| 44.25000 63631.50| 46.00000 66148.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A369 465.000 TON | 52.00000 24180.00| 44.25000 20576.25| 48.00000 22320.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B287 2052.000 TON | 49.00000 100548.00| 48.80000 100137.60| 48.00000 98496.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 424B288 6890.000 TON | 38.50000 265265.00| 46.39000 319627.10| 46.00000 316940.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424B584 1000.000 TON | 48.50000 48500.00| 43.36000 43360.00| 58.00000 58000.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20060222008 COUNTIES : LAWRENCE LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19010 |( 3 ) 19074 |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424B657 200.000 TON | 52.00000 10400.00| 44.25000 8850.00| 48.00000 9600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0140 424B658 426.000 TON | 42.00000 17892.00| 43.36000 18471.36| 48.00000 20448.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B661 659.000 TON | 50.00000 32950.00| 43.36000 28574.24| 44.00000 28996.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424C370 931.000 TON | 49.30000 45898.30| 41.80000 38915.80| 42.00000 39102.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 428C000 40702.000 LF | 0.15000 6105.30| 0.18000 7326.36| 0.20000 8140.40 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0180 600A000 LUMP| 19276.00000 19276.00| 20000.00000 20000.00| 24000.00000 24000.00 Mobilization | | | 0190 665J000 100.000 LF | 6.50000 650.00| 3.00000 300.00| 10.00000 1000.00 Silt Fence, Type A | | | 0200 665O001 100.000 LF | 5.00000 500.00| 1.00000 100.00| 2.00000 200.00 Silt Fence Removal | | | 0210 665Q001 200.000 LF | 15.00000 3000.00| 5.50000 1100.00| 30.00000 6000.00 20 Inch Wattle | | | 0220 680A000 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 7500.00000 7500.00 Engineering Controls | | | 0230 701A028 5.000 MILE| 1775.00000 8875.00| 1800.00000 9000.00| 1952.50000 9762.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0240 701A041 5.000 MILE| 1100.00000 5500.00| 1125.00000 5625.00| 1210.00000 6050.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A048 5.000 MILE| 1995.00000 9975.00| 1800.00000 9000.00| 2194.50000 10972.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701B009 2208.000 LF | 1.00000 2208.00| 1.00000 2208.00| 1.10000 2428.80 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20060222008 COUNTIES : LAWRENCE LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19010 |( 3 ) 19074 |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 701C000 15.000 MILE| 680.00000 10200.00| 650.00000 9750.00| 748.00000 11220.00 Broken Temporary Traffic Stripe | | | 0280 701C001 30.000 MILE| 750.00000 22500.00| 700.00000 21000.00| 825.00000 24750.00 Solid Temporary Traffic Stripe | | | 0290 703A002 1125.000 SQFT| 3.25000 3656.25| 3.00000 3375.00| 3.58000 4027.50 Traffic Control Markings, Class 2, Type | | | A | | | 0300 703D001 348.000 SQFT| 1.50000 522.00| 1.50000 522.00| 1.65000 574.20 Temporary Traffic Control Markings | | | 0310 705A030 34.000 EACH| 5.50000 187.00| 6.00000 204.00| 6.05000 205.70 Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 754.000 EACH| 5.50000 4147.00| 6.00000 4524.00| 6.05000 4561.70 Pavement Markers, Class A-H, Type 1-A | | | 0330 705A032 134.000 EACH| 5.50000 737.00| 6.00000 804.00| 6.05000 810.70 Pavement Markers, Class A-H, Type 1-B | | | 0340 705A038 67.000 EACH| 5.50000 368.50| 6.00000 402.00| 6.05000 405.35 Pavement Markers, Class A-H, Type 2-E | | | 0350 740B000 564.000 SQFT| 18.00000 10152.00| 6.00000 3384.00| 7.98000 4500.72 Construction Signs | | | 0360 740D000 20.000 EACH| 60.00000 1200.00| 5.00000 100.00| 55.00000 1100.00 Channelizing Drums | | | 0370 740E000 250.000 EACH| 5.00000 1250.00| 15.00000 3750.00| 14.92000 3730.00 Cones (36 Inches High) | | | 0380 740M001 250.000 EACH| 5.00000 1250.00| 0.00000 0.00| 8.35000 2087.50 Ballast For Cone | | | 0390 741C010 1.000 EACH| 2500.00000 2500.00| 750.00000 750.00| 2500.00000 2500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0400 998A000 LUMP| 1.00000 1.00| 25000.00000 25000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 68,000.00) | | | SECTION TOTALS | $ 1,177,840.55| $ 1,181,203.45| $ 1,255,384.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,177,840.55| $ 1,181,203.45| $ 1,255,384.72 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20060222008 COUNTIES : LAWRENCE LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( 5 ) 11014 |( ) |APAC-SOUTHEAST, INC. |JOE KEENUM EXCAVATION & CON | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 34.000 SQYD| 22.91000 778.94| 30.00000 1020.00| Removing Concrete Driveway | | | 0020 305B060 1310.000 TON | 22.61000 29619.10| 14.00000 18340.00| Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 405A000 6231.000 GAL | 1.15000 7165.65| 2.00000 12462.00| Tack Coat | | | 0040 408A051 70864.000 SQYD| 0.78000 55273.92| 1.00000 70864.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 410B000 1.000 EACH| 4677.16000 4677.16| 5000.00000 5000.00| State Furnished Profilograph | | | 0060 410H000 1.000 EACH| 34034.77000 34034.77| 55000.00000 55000.00| Material Remixing Device | | | 0070 424A280 6156.000 TON | 51.00000 313956.00| 51.00000 313956.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A360 1438.000 TON | 46.40000 66723.20| 46.00000 66148.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A369 465.000 TON | 58.48000 27193.20| 51.00000 23715.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B287 2052.000 TON | 57.82000 118646.64| 46.00000 94392.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 424B288 6890.000 TON | 47.45000 326930.50| 48.00000 330720.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424B584 1000.000 TON | 50.00000 50000.00| 51.00000 51000.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20060222008 COUNTIES : LAWRENCE LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( 5 ) 11014 |( ) |APAC-SOUTHEAST, INC. |JOE KEENUM EXCAVATION & CON | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424B657 200.000 TON | 60.66000 12132.00| 51.00000 10200.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0140 424B658 426.000 TON | 46.97000 20009.22| 50.00000 21300.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B661 659.000 TON | 47.45000 31269.55| 50.00000 32950.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424C370 931.000 TON | 48.01000 44697.31| 43.00000 40033.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 428C000 40702.000 LF | 0.04000 1628.08| 0.15000 6105.30| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0180 600A000 LUMP| 26726.03000 26726.03| 110000.00000 110000.00| Mobilization | | | 0190 665J000 100.000 LF | 9.52000 952.00| 5.00000 500.00| Silt Fence, Type A | | | 0200 665O001 100.000 LF | 8.12000 812.00| 2.00000 200.00| Silt Fence Removal | | | 0210 665Q001 200.000 LF | 9.74000 1948.00| 7.00000 1400.00| 20 Inch Wattle | | | 0220 680A000 LUMP| 2341.61000 2341.61| 7000.00000 7000.00| Engineering Controls | | | 0230 701A028 5.000 MILE| 1917.00000 9585.00| 1800.00000 9000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0240 701A041 5.000 MILE| 1198.13000 5990.65| 1125.00000 5625.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A048 5.000 MILE| 1917.00000 9585.00| 1800.00000 9000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701B009 2208.000 LF | 1.07000 2362.56| 1.00000 2208.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20060222008 COUNTIES : LAWRENCE LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( 5 ) 11014 |( ) |APAC-SOUTHEAST, INC. |JOE KEENUM EXCAVATION & CON | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 701C000 15.000 MILE| 692.25000 10383.75| 650.00000 9750.00| Broken Temporary Traffic Stripe | | | 0280 701C001 30.000 MILE| 745.50000 22365.00| 700.00000 21000.00| Solid Temporary Traffic Stripe | | | 0290 703A002 1125.000 SQFT| 3.20000 3600.00| 3.00000 3375.00| Traffic Control Markings, Class 2, Type | | | A | | | 0300 703D001 348.000 SQFT| 1.60000 556.80| 1.50000 522.00| Temporary Traffic Control Markings | | | 0310 705A030 34.000 EACH| 6.39000 217.26| 6.00000 204.00| Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 754.000 EACH| 6.39000 4818.06| 6.00000 4524.00| Pavement Markers, Class A-H, Type 1-A | | | 0330 705A032 134.000 EACH| 6.39000 856.26| 6.00000 804.00| Pavement Markers, Class A-H, Type 1-B | | | 0340 705A038 67.000 EACH| 6.39000 428.13| 6.00000 402.00| Pavement Markers, Class A-H, Type 2-E | | | 0350 740B000 564.000 SQFT| 8.18000 4613.52| 5.00000 2820.00| Construction Signs | | | 0360 740D000 20.000 EACH| 35.76000 715.20| 20.00000 400.00| Channelizing Drums | | | 0370 740E000 250.000 EACH| 8.30000 2075.00| 10.00000 2500.00| Cones (36 Inches High) | | | 0380 740M001 250.000 EACH| 4.47000 1117.50| 2.00000 500.00| Ballast For Cone | | | 0390 741C010 1.000 EACH| 1419.16000 1419.16| 2000.00000 2000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0400 998A000 LUMP| 1.00000 1.00| 34000.00000 34000.00| Construction Fuel (Maximum Bid Limited | | | To $ 68,000.00) | | | SECTION TOTALS | $ 1,258,204.73| $ 1,380,939.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,258,204.73| $ 1,380,939.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20060222009 COUNTIES : PICKENS LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 CONTRACT TIME : 165 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : NHF-0006(511) for constructing the Additional Lanes (Pavement, Partial Grade and Drain) on SR-6 (US-82) from CR-75 to the four lane west of Reform. Length 3.711 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 5,663,428.09 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 6,068,262.05 107.1482% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060222009 COUNTIES : PICKENS LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 per | | | Acre)(Approximately 2 Acres) | | | 0020 206C003 105.000 SQYD| 11.00000 1155.00| 7.60000 798.00| Removing Concrete Flumes | | | 0030 206D002 220.000 LF | 7.00000 1540.00| 9.60000 2112.00| Removing Curb | | | 0040 206E019 9.000 EACH| 90.00000 810.00| 92.25000 830.25| Removing Guardrail End Anchor (Type 10) | | | 0050 210A000 9310.000 CUYD| 2.50000 23275.00| 9.25000 86117.50| Unclassified Excavation | | | 0060 210D011 19524.000 CUYD| 7.50000 146430.00| 13.00000 253812.00| Borrow Excavation (A-4 Or Better) | | | 0070 214A000 185.000 CUYD| 10.00000 1850.00| 19.00000 3515.00| Structure Excavation | | | 0080 214B001 39.000 CUYD| 35.00000 1365.00| 46.45000 1811.55| Foundation Backfill, Commercial | | | 0090 230A000 40.000 RBST| 400.00000 16000.00| 507.50000 20300.00| Roadbed Processing | | | 0100 231C000 187.000 RBST| 675.00000 126225.00| 507.50000 94902.50| Stabilizing Roadbed With In-Place | | | Material | | | 0110 301A004 30907.000 SQYD| 5.20000 160716.40| 6.50000 200895.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0120 301A012 115658.000 SQYD| 7.00000 809606.00| 9.68000 1119569.44| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 305B060 500.000 TON | 26.00000 13000.00| 50.00000 25000.00| Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0140 327E000 15432.000 TON | 43.23000 667125.36| 50.52000 779624.64| Permeable Asphalt Treated Base | | | 0150 401A000 34498.000 SQYD| 0.49000 16904.02| 0.50000 17249.00| Bituminous Treatment A | | | 0160 401A043 57102.000 SQYD| 1.50000 85653.00| 1.25000 71377.50| Bituminous Treatment AE | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060222009 COUNTIES : PICKENS LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 405A000 9117.000 GAL | 1.50000 13675.50| 1.52000 13857.84| Tack Coat | | | 0180 410C000 1.000 EACH| 2500.00000 2500.00| 10000.00000 10000.00| Contractor Retained Profilograph | | | 0190 410H000 1.000 EACH| 56000.00000 56000.00| 97000.00000 97000.00| Material Remixing Device | | | 0200 424A276 2511.000 TON | 59.00000 148149.00| 70.08000 175970.88| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424A279 157.000 TON | 91.00000 14287.00| 103.00000 16171.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424A280 3906.000 TON | 55.00000 214830.00| 64.67000 252601.02| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0230 424A289 173.000 TON | 91.00000 15743.00| 95.73000 16561.29| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424A360 1234.000 TON | 53.77000 66352.18| 69.50000 85763.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424B281 9153.000 TON | 48.67000 445476.51| 57.27000 524192.31| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0260 424B285 200.000 TON | 85.00000 17000.00| 95.00000 19000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424B289 500.000 TON | 48.67000 24335.00| 70.08000 35040.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0280 424B292 1046.000 TON | 62.33000 65197.18| 61.36000 64182.56| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060222009 COUNTIES : PICKENS LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424B581 10251.000 TON | 45.00000 461295.00| 53.26000 545968.26| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0300 424B592 1109.000 TON | 62.33000 69123.97| 60.50000 67094.50| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL E | | | 0310 424B651 2960.000 TON | 46.00000 136160.00| 62.25000 184260.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0320 424B681 3157.000 TON | 46.00000 145222.00| 61.27000 193429.39| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0330 428C000 39678.000 LF | 0.14000 5554.92| 0.08000 3174.24| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0340 530A001 108.000 LF | 40.00000 4320.00| 56.77000 6131.16| 18" Roadway Pipe (Class 3 R.C.) | | | 0350 530A102 36.000 LF | 54.00000 1944.00| 84.50000 3042.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0360 600A000 LUMP| 388000.00000 388000.00| 170000.00000 170000.00| Mobilization | | | 0370 603A002 1.000 EACH| 15000.00000 15000.00| 22800.00000 22800.00| Furnishing Type 3 Field Office | | | 0380 605A002 33896.000 LF | 4.30000 145752.80| 3.93000 133211.28| Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0390 605B000 89.000 EACH| 325.00000 28925.00| 292.00000 25988.00| Special Underdrain Outlet, Type A | | | 0400 606A000 1000.000 LF | 6.00000 6000.00| 5.40000 5400.00| 6" Underdrain Pipe | | | 0410 614A000 172.000 CUYD| 245.00000 42140.00| 250.00000 43000.00| Slope Paving | | | 0420 619A002 1.000 EACH| 830.00000 830.00| 760.00000 760.00| 18" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060222009 COUNTIES : PICKENS LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 620A000 1.000 CUYD| 750.00000 750.00| 768.75000 768.75| Minor Structure Concrete | | | 0440 621C020 2.000 EACH| 3000.00000 6000.00| 3075.00000 6150.00| Inlets, Type Y | | | 0450 621D019 4.000 EACH| 650.00000 2600.00| 666.25000 2665.00| Inlet Units, Type Y | | | 0460 630A001 6263.000 LF | 16.00000 100208.00| 14.86000 93068.18| Steel Beam Guardrail, Class A, Type 2 | | | 0470 630C001 14.000 EACH| 700.00000 9800.00| 717.50000 10045.00| Guardrail End Anchor, Type 8 | | | 0480 630C050 5.000 EACH| 2050.00000 10250.00| 2101.25000 10506.25| Guardrail End Anchor, Type 20 Series | | | 0490 650A000 7680.000 CUYD| 9.50000 72960.00| 10.90000 83712.00| Topsoil | | | 0500 652A100 15.000 ACRE| 800.00000 12000.00| 615.00000 9225.00| Seeding | | | 0510 652C000 15.000 ACRE| 85.00000 1275.00| 66.50000 997.50| Mowing | | | 0520 654A000 505.000 SQYD| 6.50000 3282.50| 4.60000 2323.00| Solid Sodding | | | 0530 656A010 15.000 ACRE| 850.00000 12750.00| 461.25000 6918.75| Mulching | | | 0540 665A000 5.000 ACRE| 700.00000 3500.00| 410.00000 2050.00| Temporary Seeding | | | 0550 665B000 5.000 ACRE| 750.00000 3750.00| 410.00000 2050.00| Temporary Mulching | | | 0560 665I000 1800.000 TON | 44.00000 79200.00| 30.60000 55080.00| Temporary Riprap, Class 2 | | | 0570 665J000 5310.000 LF | 3.00000 15930.00| 3.08000 16354.80| Silt Fence, Type A | | | 0580 665O001 5310.000 LF | 1.75000 9292.50| 1.80000 9558.00| Silt Fence Removal | | | 0590 665P001 37.000 EACH| 375.00000 13875.00| 385.00000 14245.00| Inlet Protection Device | | | 0600 665Q001 3085.000 LF | 5.75000 17738.75| 5.90000 18201.50| 20 Inch Wattle | | | 0610 666A001 15.000 ACRE| 100.00000 1500.00| 0.00000 0.00| Pest Control Treatment | | | 0620 680A000 LUMP| 207000.00000 207000.00| 80500.00000 80500.00| Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060222009 COUNTIES : PICKENS LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 701A028 10.000 MILE| 1775.00000 17750.00| 1840.00000 18400.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0640 701A032 9.000 MILE| 1775.00000 15975.00| 1840.00000 16560.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0650 701A041 9.000 MILE| 1100.00000 9900.00| 1140.00000 10260.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0660 701A048 1.000 MILE| 2200.00000 2200.00| 2275.00000 2275.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0670 701B009 6191.000 LF | 1.20000 7429.20| 1.24000 7676.84| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0680 701C000 8.000 MILE| 680.00000 5440.00| 700.00000 5600.00| Broken Temporary Traffic Stripe | | | 0690 701C001 17.000 MILE| 750.00000 12750.00| 775.00000 13175.00| Solid Temporary Traffic Stripe | | | 0700 701D007 1.000 MILE| 1800.00000 1800.00| 1865.00000 1865.00| Solid Traffic Stripe Removed (Paint) | | | 0710 701D008 17.000 MILE| 1850.00000 31450.00| 1915.00000 32555.00| Solid Traffic Stripe Removed (Plastic) | | | 0720 703A002 2248.000 SQFT| 3.25000 7306.00| 3.37000 7575.76| Traffic Control Markings, Class 2, Type | | | A | | | 0730 703B002 541.000 SQFT| 4.00000 2164.00| 4.14000 2239.74| Traffic Control Legends, Class 2, Type | | | 0740 703D001 781.000 SQFT| 2.00000 1562.00| 2.07000 1616.67| Temporary Traffic Control Markings | | | 0750 705A030 510.000 EACH| 5.50000 2805.00| 5.70000 2907.00| Pavement Markers, Class A-H, Type 2-C | | | 0760 705A031 649.000 EACH| 5.50000 3569.50| 5.70000 3699.30| Pavement Markers, Class A-H, Type 1-A | | | 0770 705A032 170.000 EACH| 5.50000 935.00| 5.70000 969.00| Pavement Markers, Class A-H, Type 1-B | | | 0780 705A037 16.000 EACH| 5.50000 88.00| 5.70000 91.20| Pavement Markers, Class A-H, Type 2-D | | | 0790 705A038 456.000 EACH| 5.50000 2508.00| 5.70000 2599.20| Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060222009 COUNTIES : PICKENS LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 707B003 1.000 EACH| 150.00000 150.00| 153.75000 153.75| Type A Hazard Marker Installation | | | 0810 710A115 191.000 SQFT| 16.00000 3056.00| 17.95000 3428.45| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0820 710A126 93.000 SQFT| 17.60000 1636.80| 19.50000 1813.50| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 0830 710A141 9.000 SQFT| 16.00000 144.00| 22.55000 202.95| Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge (Type III Background) | | | 0840 710B001 507.000 LF | 8.00000 4056.00| 6.65000 3371.55| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0850 740B000 1486.000 SQFT| 9.00000 13374.00| 8.70000 12928.20| Construction Signs | | | 0860 740D000 855.000 EACH| 80.00000 68400.00| 57.60000 49248.00| Channelizing Drums | | | 0870 740E000 50.000 EACH| 20.00000 1000.00| 14.76000 738.00| Cones (36 Inches High) | | | 0880 740F002 18.000 EACH| 275.00000 4950.00| 214.25000 3856.50| Barricades, Type III | | | 0890 740I005 6.000 EACH| 500.00000 3000.00| 434.60000 2607.60| Warning Lights, Type B (Detachable Head | | | 0900 740M001 50.000 EACH| 10.00000 500.00| 9.13000 456.50| Ballast For Cone | | | 0910 741C010 2.000 EACH| 4000.00000 8000.00| 4130.00000 8260.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0920 742A001 2.000 EACH| 12100.00000 24200.00| 12500.00000 25000.00| Portable Changeable Message Sign, Type | | | 0930 998A000 LUMP| 210000.00000 210000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 290,000.00) | | | 0940 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,663,428.09| $ 6,068,262.05| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,663,428.09| $ 6,068,262.05| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20060222010 COUNTIES : CALHOUN LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0021(510) for constructing the Planing, Resurfacing and Traffic Stripe on SR-21 from south of Jacksonville (MP 265.200) to north of Jacksonville (MP 269.800). Length 4.600 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,734,126.85 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,235,298.96 128.9005% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060222010 COUNTIES : CALHOUN LETTING DATE : 02/22/06 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 209A000 3.000 EACH| 140.00000 420.00| 352.48000 1057.44| Mailbox Reset, Single | | | 0020 401B108 25110.000 SQYD| 0.91000 22850.10| 1.11000 27872.10| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 21100.000 GAL | 0.00000 0.00| 1.58000 33338.00| Tack Coat | | | 0040 408A052 134000.000 SQYD| 1.30000 174200.00| 1.94000 259960.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 408A053 800.000 SQYD| 2.60000 2080.00| 2.63000 2104.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0060 410H000 1.000 EACH| 40000.00000 40000.00| 75273.21000 75273.21| Material Remixing Device | | | 0070 424A356 6400.000 TON | 52.00000 332800.00| 80.03000 512192.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0075 424A359 115.000 TON | 75.00000 8625.00| 183.62000 21116.30| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0080 424A366 1946.000 TON | 48.00000 93408.00| 73.93000 143867.78| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B650 15300.000 TON | 48.00000 734400.00| 57.71000 882963.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424B655 300.000 TON | 85.00000 25500.00| 107.78000 32334.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B043 900.000 TON | 20.00000 18000.00| 28.46000 25614.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060222010 COUNTIES : CALHOUN LETTING DATE : 02/22/06 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 600A000 LUMP| 82000.00000 82000.00| 5286.17000 5286.17| Mobilization | | | 0130 701A028 10.000 MILE| 1720.00000 17200.00| 1914.36000 19143.60| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A041 10.000 MILE| 1050.00000 10500.00| 1168.65000 11686.50| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A046 5.000 MILE| 1000.00000 5000.00| 1113.00000 5565.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 10.000 MILE| 1995.00000 19950.00| 2220.44000 22204.40| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701B009 700.000 LF | 1.00000 700.00| 1.11000 777.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0180 701C000 28.000 MILE| 650.00000 18200.00| 723.45000 20256.60| Broken Temporary Traffic Stripe | | | 0190 701C001 36.000 MILE| 730.00000 26280.00| 812.49000 29249.64| Solid Temporary Traffic Stripe | | | 0200 703A002 5885.000 SQFT| 3.25000 19126.25| 3.62000 21303.70| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703D001 3821.000 SQFT| 1.50000 5731.50| 1.67000 6381.07| Temporary Traffic Control Markings | | | 0220 730H001 15000.000 LF | 3.25000 48750.00| 3.41000 51150.00| Loop Wire | | | 0230 730I001 5000.000 LF | 0.50000 2500.00| 0.53000 2650.00| Loop Detector Lead-In-Cable | | | 0240 740B000 1623.000 SQFT| 12.00000 19476.00| 8.90000 14444.70| Construction Signs | | | 0250 740E000 250.000 EACH| 8.00000 2000.00| 14.86000 3715.00| Cones (36 Inches High) | | | 0260 740M001 250.000 EACH| 5.00000 1250.00| 9.19000 2297.50| Ballast For Cone | | | 0270 741C010 1.000 EACH| 3180.00000 3180.00| 1496.25000 1496.25| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060222010 COUNTIES : CALHOUN LETTING DATE : 02/22/06 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 $ 100,000.00) | | | SECTION TOTALS | $ 1,734,126.85| $ 2,235,298.96| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,734,126.85| $ 2,235,298.96| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20060222016 COUNTIES : LEE LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-8019(600) for constructing the Bridge Replacement and Approaches on CR-240 at Hospilika Creek southwest of Smiths Station. Length 0.251 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 620,637.00 100.0000% 2 13099 MCINNIS, LLC $ 630,041.30 101.5153% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 872,392.30 140.5640% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20060222016 COUNTIES : LEE LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 19007 |NEWELL & BUSH, INC. |MCINNIS, 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| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per | | | Acre)(Approximately 1 Acre) | | | 0020 206A000 LUMP| 52000.00000 52000.00| 28000.00000 28000.00| 135000.00000 135000.00 Removal Of Old Bridge, Station 372+05 | | | 0030 206D001 104.000 LF | 3.00000 312.00| 3.00000 312.00| 2.00000 208.00 Removing Guardrail | | | 0040 206E008 4.000 EACH| 200.00000 800.00| 500.00000 2000.00| 200.00000 800.00 Removing Guardrail End Anchor (All Type | | | 0050 210A000 3863.000 CUYD| 3.50000 13520.50| 6.00000 23178.00| 12.00000 46356.00 Unclassified Excavation | | | 0060 230A000 12.000 RBST| 1000.00000 12000.00| 360.00000 4320.00| 1000.00000 12000.00 Roadbed Processing | | | 0070 301A012 3213.000 SQYD| 6.00000 19278.00| 8.00000 25704.00| 13.00000 41769.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 3213.000 SQYD| 3.50000 11245.50| 3.50000 11245.50| 1.50000 4819.50 Bituminous Treatment A | | | 0090 405A000 88.000 GAL | 24.00000 2112.00| 22.00000 1936.00| 2.10000 184.80 Tack Coat | | | 0100 429A241 249.000 TON | 100.00000 24900.00| 91.00000 22659.00| 95.00000 23655.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0110 429B241 462.000 TON | 90.00000 41580.00| 80.00000 36960.00| 78.00000 36036.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0120 502A000 7900.000 LB | 0.75000 5925.00| 1.25000 9875.00| 0.97000 7663.00 Steel Reinforcement | | | 0130 502B000 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 33000.00000 33000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 371+72 | | | Approximately 29,100 Lbs | | | 0140 505G003 20.000 EACH| 125.00000 2500.00| 150.00000 3000.00| 130.00000 2600.00 Pile Points (Type A, 12") | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20060222016 COUNTIES : LEE LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 19007 |NEWELL & BUSH, INC. |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505M002 393.000 LF | 31.00000 12183.00| 35.00000 13755.00| 40.00000 15720.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0160 508A000 2800.000 LB | 3.00000 8400.00| 8.50000 23800.00| 4.50000 12600.00 Structural Steel | | | 0170 510A000 59.000 CUYD| 450.00000 26550.00| 600.00000 35400.00| 800.00000 47200.00 Bridge Substructure Concrete, Class A | | | 0180 510C051 LUMP| 90000.00000 90000.00| 140000.00000 140000.00| 150000.00000 150000.00 Bridge Concrete Superstructure, Station | | | 371+72 (Approximately 161 Cubic | | | 0190 510E000 333.000 SQYD| 8.00000 2664.00| 10.00000 3330.00| 8.00000 2664.00 Grooving Concrete Bridge Decks | | | 0200 511A073 8.000 EACH| 600.00000 4800.00| 500.00000 4000.00| 850.00000 6800.00 Elastomeric Bearing Type 4 (Mark VB4) | | | 0210 513B017 489.000 LF | 230.00000 112470.00| 200.00000 97800.00| 200.00000 97800.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0220 600A000 LUMP| 60000.00000 60000.00| 36650.00000 36650.00| 96000.00000 96000.00 Mobilization | | | 0230 610C001 149.000 TON | 30.00000 4470.00| 40.00000 5960.00| 30.00000 4470.00 Loose Riprap, Class 2 | | | 0240 610D000 140.000 SQYD| 2.50000 350.00| 5.00000 700.00| 3.50000 490.00 Filter Blanket | | | 0250 630A001 250.000 LF | 18.00000 4500.00| 19.00000 4750.00| 16.50000 4125.00 Steel Beam Guardrail, Class A, Type 2 | | | 0260 630C001 1.000 EACH| 950.00000 950.00| 1000.00000 1000.00| 850.00000 850.00 Guardrail End Anchor, Type 8 | | | 0270 630C003 4.000 EACH| 1500.00000 6000.00| 1400.00000 5600.00| 1350.00000 5400.00 Guardrail End Anchor, Type 13 | | | 0280 630C050 3.000 EACH| 2000.00000 6000.00| 2000.00000 6000.00| 1825.00000 5475.00 Guardrail End Anchor, Type 20 Series | | | 0290 650A000 226.000 CUYD| 18.00000 4068.00| 27.60000 6237.60| 15.00000 3390.00 Topsoil | | | 0300 652A100 2.000 ACRE| 1300.00000 2600.00| 720.00000 1440.00| 700.00000 1400.00 Seeding | | | 0310 656A010 2.000 ACRE| 1300.00000 2600.00| 720.00000 1440.00| 750.00000 1500.00 Mulching | | | 0320 665F000 100.000 EACH| 20.00000 2000.00| 6.40000 640.00| 8.00000 800.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20060222016 COUNTIES : LEE LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 19007 |NEWELL & BUSH, INC. |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665J000 2716.000 LF | 6.00000 16296.00| 4.80000 13036.80| 3.50000 9506.00 Silt Fence, Type A | | | 0340 665O001 2716.000 LF | 1.00000 2716.00| 1.40000 3802.40| 1.75000 4753.00 Silt Fence Removal | | | 0350 666A001 2.000 ACRE| 500.00000 1000.00| 925.00000 1850.00| 100.00000 200.00 Pest Control Treatment | | | 0360 680A000 LUMP| 15000.00000 15000.00| 1250.00000 1250.00| 45000.00000 45000.00 Engineering Controls | | | 0370 701A004 1.000 MILE| 125.00000 125.00| 1500.00000 1500.00| 100.00000 100.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0380 701A012 1.000 MILE| 125.00000 125.00| 1500.00000 1500.00| 100.00000 100.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0390 701C001 1.000 MILE| 125.00000 125.00| 1500.00000 1500.00| 100.00000 100.00 Solid Temporary Traffic Stripe | | | 0400 701G124 300.000 LF | 6.00000 1800.00| 5.00000 1500.00| 6.00000 1800.00 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0410 701G132 300.000 LF | 6.00000 1800.00| 5.00000 1500.00| 6.00000 1800.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0420 740B000 281.000 SQFT| 12.00000 3372.00| 10.00000 2810.00| 8.00000 2248.00 Construction Signs | | | 0430 740F002 8.000 EACH| 250.00000 2000.00| 300.00000 2400.00| 185.00000 1480.00 Barricades, Type III | | | 0440 740I005 2.000 EACH| 250.00000 500.00| 350.00000 700.00| 265.00000 530.00 Warning Lights, Type B (Detachable Head | | | 0450 998A000 LUMP| 10000.00000 10000.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 30,000.00) | | | SECTION TOTALS | $ 620,637.00| $ 630,041.30| $ 872,392.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 620,637.00| $ 630,041.30| $ 872,392.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20060222019 COUNTIES : BUTLER LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-BR-0712(200) for constructing the Bridge Replacement (Precast) and Approaches on CR-7 at Pine Barren Creek south of Forest Home. Length 0.176 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 583,839.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 600,000.00 102.7681% 3 14008 NEWELL & BUSH, INC. $ 603,516.25 103.3703% 4 13099 MCINNIS, LLC $ 621,965.00 106.5302% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060222019 COUNTIES : BUTLER LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 14008 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. 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| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per | | | Acre)(Approx 1 Acre) | | | 0020 206A000 LUMP| 35000.00000 35000.00| 15000.00000 15000.00| 32000.00000 32000.00 Removal Of Old Bridge, Station 5+0.00 | | | 0030 206A001 LUMP| 35000.00000 35000.00| 15000.00000 15000.00| 26000.00000 26000.00 Removal Of Old Bridge, Station 6+53.89 | | | 0040 210A000 3122.000 CUYD| 5.00000 15610.00| 5.00000 15610.00| 5.25000 16390.50 Unclassified Excavation | | | 0050 210D001 1775.000 CUYD| 7.00000 12425.00| 1.00000 1775.00| 7.25000 12868.75 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 230A000 7.000 RBST| 600.00000 4200.00| 500.00000 3500.00| 600.00000 4200.00 Roadbed Processing | | | 0070 301A012 1890.000 SQYD| 12.00000 22680.00| 15.00000 28350.00| 12.50000 23625.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1700.000 SQYD| 1.00000 1700.00| 1.00000 1700.00| 1.00000 1700.00 Bituminous Treatment A | | | 0090 405A000 50.000 GAL | 1.00000 50.00| 1.00000 50.00| 1.00000 50.00 Tack Coat | | | 0100 429A200 125.000 TON | 70.00000 8750.00| 70.00000 8750.00| 75.00000 9375.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 190.000 TON | 70.00000 13300.00| 70.00000 13300.00| 75.00000 14250.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 502A000 224.000 LB | 1.00000 224.00| 1.50000 336.00| 1.00000 224.00 Steel Reinforcement | | | 0130 505M002 1600.000 LF | 30.00000 48000.00| 29.25000 46800.00| 28.00000 44800.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0140 507A000 2.000 EACH| 2800.00000 5600.00| 2500.00000 5000.00| 2600.00000 5200.00 Wire Rope Abutment Anchor Assembly | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060222019 COUNTIES : BUTLER LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 14008 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 510A000 40.000 CUYD| 400.00000 16000.00| 150.00000 6000.00| 500.00000 20000.00 Bridge Substructure Concrete, Class A | | | 0160 511A000 77.000 EACH| 150.00000 11550.00| 150.00000 11550.00| 75.00000 5775.00 Elastomeric Bearings, Type 1 | | | 0170 512A014 2.000 EACH| 3600.00000 7200.00| 1755.00000 3510.00| 3500.00000 7000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0180 512B004 5.000 EACH| 3500.00000 17500.00| 3225.00000 16125.00| 3500.00000 17500.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0190 512C017 36.000 EACH| 3300.00000 118800.00| 4080.00000 146880.00| 3500.00000 126000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512C025 12.000 EACH| 3600.00000 43200.00| 4350.00000 52200.00| 3200.00000 38400.00 Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0210 512D025 8.000 EACH| 3500.00000 28000.00| 4145.00000 33160.00| 3500.00000 28000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0220 512D030 4.000 EACH| 3600.00000 14400.00| 4115.00000 16460.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long | | | 0230 512E021 8.000 EACH| 1000.00000 8000.00| 700.00000 5600.00| 500.00000 4000.00 Precast Concrete Abutment Panels, Type | | | A6 | | | 0240 512F008 4.000 EACH| 1000.00000 4000.00| 1210.00000 4840.00| 600.00000 2400.00 Precast Concrete Wing Panels, Type W6 | | | 0250 512G000 4.000 EACH| 1000.00000 4000.00| 435.00000 1740.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap | | | Panels | | | 0260 600A000 LUMP| 29100.00000 29100.00| 72534.00000 72534.00| 60000.00000 60000.00 Mobilization | | | 0270 610C001 1200.000 TON | 33.00000 39600.00| 32.00000 38400.00| 35.00000 42000.00 Loose Riprap, Class 2 | | | 0280 610D003 1200.000 SQYD| 4.00000 4800.00| 3.50000 4200.00| 3.00000 3600.00 Filter Blanket, Geotextile | | | 0290 630C003 4.000 EACH| 1350.00000 5400.00| 1350.00000 5400.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0300 630C050 4.000 EACH| 1825.00000 7300.00| 1825.00000 7300.00| 2000.00000 8000.00 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060222019 COUNTIES : BUTLER LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 14008 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 652A100 1.000 ACRE| 1000.00000 1000.00| 1000.00000 1000.00| 1200.00000 1200.00 Seeding | | | 0320 656A010 1.000 ACRE| 1000.00000 1000.00| 1000.00000 1000.00| 1200.00000 1200.00 Mulching | | | 0330 665F000 80.000 EACH| 3.00000 240.00| 10.00000 800.00| 20.00000 1600.00 Hay Bales | | | 0340 665J000 800.000 LF | 4.00000 3200.00| 4.50000 3600.00| 6.00000 4800.00 Silt Fence, Type A | | | 0350 665O001 800.000 LF | 2.25000 1800.00| 0.01000 8.00| 1.00000 800.00 Silt Fence Removal | | | 0360 680A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 9500.00000 9500.00 Engineering Controls | | | 0370 701A004 1.000 MILE| 100.00000 100.00| 100.00000 100.00| 150.00000 150.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0380 701A012 1.000 MILE| 100.00000 100.00| 100.00000 100.00| 150.00000 150.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0390 740B000 134.000 SQFT| 15.00000 2010.00| 8.00000 1072.00| 12.00000 1608.00 Construction Signs | | | 0400 740F002 10.000 EACH| 500.00000 5000.00| 175.00000 1750.00| 250.00000 2500.00 Barricades, Type III | | | 0410 740I005 2.000 EACH| 500.00000 1000.00| 250.00000 500.00| 325.00000 650.00 Warning Lights, Type B (Detachable Head | | | 0420 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 30,000.00) | | | SECTION TOTALS | $ 583,839.00| $ 600,000.00| $ 603,516.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 583,839.00| $ 600,000.00| $ 603,516.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 019 -5 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060222019 COUNTIES : BUTLER LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | 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| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per | | | Acre)(Approx 1 Acre) | | | 0020 206A000 LUMP| 20000.00000 20000.00| | Removal Of Old Bridge, Station 5+0.00 | | | 0030 206A001 LUMP| 20000.00000 20000.00| | Removal Of Old Bridge, Station 6+53.89 | | | 0040 210A000 3122.000 CUYD| 5.00000 15610.00| | Unclassified Excavation | | | 0050 210D001 1775.000 CUYD| 7.00000 12425.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 230A000 7.000 RBST| 600.00000 4200.00| | Roadbed Processing | | | 0070 301A012 1890.000 SQYD| 12.00000 22680.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1700.000 SQYD| 1.00000 1700.00| | Bituminous Treatment A | | | 0090 405A000 50.000 GAL | 1.00000 50.00| | Tack Coat | | | 0100 429A200 125.000 TON | 70.00000 8750.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 190.000 TON | 70.00000 13300.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 502A000 224.000 LB | 5.00000 1120.00| | Steel Reinforcement | | | 0130 505M002 1600.000 LF | 35.00000 56000.00| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0140 507A000 2.000 EACH| 1500.00000 3000.00| | Wire Rope Abutment Anchor Assembly | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 019 -6 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060222019 COUNTIES : BUTLER LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 510A000 40.000 CUYD| 500.00000 20000.00| | Bridge Substructure Concrete, Class A | | | 0160 511A000 77.000 EACH| 100.00000 7700.00| | Elastomeric Bearings, Type 1 | | | 0170 512A014 2.000 EACH| 2200.00000 4400.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0180 512B004 5.000 EACH| 2500.00000 12500.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0190 512C017 36.000 EACH| 3000.00000 108000.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512C025 12.000 EACH| 3400.00000 40800.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0210 512D025 8.000 EACH| 3000.00000 24000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0220 512D030 4.000 EACH| 3500.00000 14000.00| | Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long | | | 0230 512E021 8.000 EACH| 800.00000 6400.00| | Precast Concrete Abutment Panels, Type | | | A6 | | | 0240 512F008 4.000 EACH| 1250.00000 5000.00| | Precast Concrete Wing Panels, Type W6 | | | 0250 512G000 4.000 EACH| 500.00000 2000.00| | Precast Concrete Abutment Wing Cap | | | Panels | | | 0260 600A000 LUMP| 89850.00000 89850.00| | Mobilization | | | 0270 610C001 1200.000 TON | 30.00000 36000.00| | Loose Riprap, Class 2 | | | 0280 610D003 1200.000 SQYD| 3.00000 3600.00| | Filter Blanket, Geotextile | | | 0290 630C003 4.000 EACH| 1400.00000 5600.00| | Guardrail End Anchor, Type 13 | | | 0300 630C050 4.000 EACH| 1925.00000 7700.00| | Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 019 -7 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060222019 COUNTIES : BUTLER LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 652A100 1.000 ACRE| 1000.00000 1000.00| | Seeding | | | 0320 656A010 1.000 ACRE| 1000.00000 1000.00| | Mulching | | | 0330 665F000 80.000 EACH| 8.00000 640.00| | Hay Bales | | | 0340 665J000 800.000 LF | 4.00000 3200.00| | Silt Fence, Type A | | | 0350 665O001 800.000 LF | 0.50000 400.00| | Silt Fence Removal | | | 0360 680A000 LUMP| 37500.00000 37500.00| | Engineering Controls | | | 0370 701A004 1.000 MILE| 1500.00000 1500.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0380 701A012 1.000 MILE| 1500.00000 1500.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0390 740B000 134.000 SQFT| 10.00000 1340.00| | Construction Signs | | | 0400 740F002 10.000 EACH| 300.00000 3000.00| | Barricades, Type III | | | 0410 740I005 2.000 EACH| 250.00000 500.00| | Warning Lights, Type B (Detachable Head | | | 0420 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 30,000.00) | | | SECTION TOTALS | $ 621,965.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 621,965.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20060222020 COUNTIES : COOSA LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1900(202) for constructing the Bridge Replacement (Precast) and Approaches on CR-15 at Finikochika Creek south of Unity. Length 0.143 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 422,620.25 100.0000% 2 13099 MCINNIS, LLC $ 519,591.50 122.9452% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20060222020 COUNTIES : COOSA LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) | | | (Approx 2 Acres) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| Removal Of Old Bridge, Station 5+02.45 | | | 0030 206D011 772.000 LF | 3.00000 2316.00| 4.00000 3088.00| Removing Fence | | | 0040 210A000 1647.000 CUYD| 5.50000 9058.50| 8.00000 13176.00| Unclassified Excavation | | | 0050 210D001 115.000 CUYD| 10.00000 1150.00| 18.00000 2070.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 18.000 CUYD| 15.00000 270.00| 100.00000 1800.00| Structure Excavation | | | 0070 214B001 9.000 CUYD| 25.00000 225.00| 30.00000 270.00| Foundation Backfill, Commercial | | | 0080 230A000 7.000 RBST| 850.00000 5950.00| 850.00000 5950.00| Roadbed Processing | | | 0090 301A012 1423.000 SQYD| 12.25000 17431.75| 11.50000 16364.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1423.000 SQYD| 1.00000 1423.00| 1.00000 1423.00| Bituminous Treatment A | | | 0110 405A000 43.000 GAL | 3.00000 129.00| 3.00000 129.00| Tack Coat | | | 0120 429A200 80.000 TON | 140.00000 11200.00| 135.00000 10800.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B200 112.000 TON | 120.00000 13440.00| 115.00000 12880.00| Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 502A000 126.000 LB | 1.00000 126.00| 1.00000 126.00| Steel Reinforcement | | | 0150 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20060222020 COUNTIES : COOSA LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 505B102 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0170 505G003 34.000 EACH| 150.00000 5100.00| 200.00000 6800.00| Pile Points (Type A, 12") | | | 0180 505M002 1360.000 LF | 34.75000 47260.00| 38.00000 51680.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0190 507A000 2.000 EACH| 2600.00000 5200.00| 2000.00000 4000.00| Wire Rope Abutment Anchor Assembly | | | 0200 510A000 19.000 CUYD| 450.00000 8550.00| 400.00000 7600.00| Bridge Substructure Concrete, Class A | | | 0210 511A000 44.000 EACH| 75.00000 3300.00| 100.00000 4400.00| Elastomeric Bearings, Type 1 | | | 0220 512A014 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0230 512B004 2.000 EACH| 3500.00000 7000.00| 3500.00000 7000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0240 512C017 18.000 EACH| 3500.00000 63000.00| 4000.00000 72000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0250 512C025 6.000 EACH| 3500.00000 21000.00| 4500.00000 27000.00| Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0260 512D025 2.000 EACH| 3500.00000 7000.00| 4000.00000 8000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0270 512D030 4.000 EACH| 3500.00000 14000.00| 4000.00000 16000.00| Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long | | | 0280 512E000 16.000 EACH| 300.00000 4800.00| 500.00000 8000.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0290 512F000 8.000 EACH| 550.00000 4400.00| 600.00000 4800.00| Precast Concrete Wing Panels, Type W1 | | | 0300 512G000 4.000 EACH| 650.00000 2600.00| 600.00000 2400.00| Precast Concrete Abutment Wing Cap | | | Panels | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20060222020 COUNTIES : COOSA LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 530A100 28.000 LF | 50.00000 1400.00| 60.00000 1680.00| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530A106 20.000 LF | 250.00000 5000.00| 100.00000 2000.00| 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 600A000 LUMP| 40000.00000 40000.00| 73500.00000 73500.00| Mobilization | | | 0340 610C001 956.000 TON | 24.00000 22944.00| 35.00000 33460.00| Loose Riprap, Class 2 | | | 0350 610D000 1138.000 SQYD| 2.00000 2276.00| 4.00000 4552.00| Filter Blanket | | | 0360 619A001 2.000 EACH| 200.00000 400.00| 1500.00000 3000.00| 15" Roadway Pipe End Treatment, Class 1 | | | 0370 619A007 2.000 EACH| 800.00000 1600.00| 2500.00000 5000.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0380 620A000 3.000 CUYD| 400.00000 1200.00| 1000.00000 3000.00| Minor Structure Concrete | | | 0390 630A001 13.000 LF | 21.00000 273.00| 50.00000 650.00| Steel Beam Guardrail, Class A, Type 2 | | | 0400 630C001 1.000 EACH| 1000.00000 1000.00| 850.00000 850.00| Guardrail End Anchor, Type 8 | | | 0410 630C003 3.000 EACH| 1400.00000 4200.00| 1900.00000 5700.00| Guardrail End Anchor, Type 13 | | | 0420 630C050 3.000 EACH| 1900.00000 5700.00| 2600.00000 7800.00| Guardrail End Anchor, Type 20 Series | | | 0430 636A004 760.000 LF | 12.00000 9120.00| 8.50000 6460.00| Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Post) | | | 0440 650A000 161.000 CUYD| 12.00000 1932.00| 35.00000 5635.00| Topsoil | | | 0450 652A100 1.000 ACRE| 1250.00000 1250.00| 1000.00000 1000.00| Seeding | | | 0460 656A010 1.000 ACRE| 1250.00000 1250.00| 1000.00000 1000.00| Mulching | | | 0470 665F000 160.000 EACH| 20.00000 3200.00| 8.00000 1280.00| Hay Bales | | | 0480 665J000 1592.000 LF | 4.50000 7164.00| 3.50000 5572.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20060222020 COUNTIES : COOSA LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 665O001 1592.000 LF | 1.00000 1592.00| 0.50000 796.00| Silt Fence Removal | | | 0500 680A000 LUMP| 6500.00000 6500.00| 11500.00000 11500.00| Engineering Controls | | | 0510 701A004 1.000 MILE| 125.00000 125.00| 100.00000 100.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0520 701A012 1.000 MILE| 125.00000 125.00| 100.00000 100.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0530 740B000 170.000 SQFT| 12.00000 2040.00| 10.00000 1700.00| Construction Signs | | | 0540 740F002 8.000 EACH| 300.00000 2400.00| 350.00000 2800.00| Barricades, Type III | | | 0550 740I005 4.000 EACH| 250.00000 1000.00| 300.00000 1200.00| Warning Lights, Type B (Detachable Head | | | 0560 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 20,000.00) | | | SECTION TOTALS | $ 422,620.25| $ 519,591.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 422,620.25| $ 519,591.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20060222022 COUNTIES : FAYETTE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-BRZ-2900(211) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Wolf Creek Road at Wolf Creek east of Studdards Crossroads. Length 0.141 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 423,947.20 100.0000% 2 20050 TOMLIN CONSTRUCTION, LLC $ 439,601.99 103.6926% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 471,576.76 111.2348% 4 18024 RACON, INC. $ 492,945.93 116.2753% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20060222022 COUNTIES : FAYETTE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20050 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |TOMLIN CONSTRUCTION, LLC |PHILLIPS CONTRACTING 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| 6000.00000 6000.00| 8000.00000 8000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre)(Approx. | | | 2 Acres) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 4+29.88 | | | 0030 210A000 885.000 CUYD| 10.00000 8850.00| 9.00000 7965.00| 4.00000 3540.00 Unclassified Excavation | | | 0040 210D011 9248.000 CUYD| 8.00000 73984.00| 10.94000 101173.12| 12.00000 110976.00 Borrow Excavation (A-4 Or Better) | | | 0050 214A000 940.000 CUYD| 20.00000 18800.00| 5.89000 5536.60| 12.00000 11280.00 Structure Excavation | | | 0060 214B001 328.000 CUYD| 30.00000 9840.00| 30.62000 10043.36| 30.00000 9840.00 Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 800.00000 6400.00| 294.44000 2355.52| 700.00000 5600.00 Roadbed Processing | | | 0080 502A000 65242.000 LB | 0.60000 39145.20| 1.00000 65242.00| 0.78000 50888.76 Steel Reinforcement | | | 0090 524A011 338.000 CUYD| 400.00000 135200.00| 400.00000 135200.00| 475.00000 160550.00 Culvert Concrete (Cast In Place) | | | 0100 600A000 LUMP| 31000.00000 31000.00| 17000.00000 17000.00| 25000.00000 25000.00 Mobilization | | | 0110 610C001 474.000 TON | 30.00000 14220.00| 32.98000 15632.52| 34.00000 16116.00 Loose Riprap, Class 2 | | | 0120 610D003 374.000 SQYD| 2.00000 748.00| 3.64000 1361.36| 2.50000 935.00 Filter Blanket, Geotextile | | | 0130 630A001 525.000 LF | 20.00000 10500.00| 19.75000 10368.75| 35.00000 18375.00 Steel Beam Guardrail, Class A, Type 2 | | | 0140 630C050 4.000 EACH| 2500.00000 10000.00| 2400.00000 9600.00| 2000.00000 8000.00 Guardrail End Anchor, Type 20 Series | | | 0150 650B000 665.000 CUYD| 10.00000 6650.00| 4.71000 3132.15| 12.00000 7980.00 Topsoil From Stockpiles | | | 0160 652A100 1.000 ACRE| 1000.00000 1000.00| 400.00000 400.00| 1500.00000 1500.00 Seeding | | | 0170 656A010 1.000 ACRE| 1000.00000 1000.00| 400.00000 400.00| 500.00000 500.00 Mulching | | | 0180 665A000 1.000 ACRE| 800.00000 800.00| 1500.00000 1500.00| 1500.00000 1500.00 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20060222022 COUNTIES : FAYETTE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20050 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |TOMLIN CONSTRUCTION, LLC |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 665B000 1.000 ACRE| 800.00000 800.00| 1500.00000 1500.00| 500.00000 500.00 Temporary Mulching | | | 0200 665F000 50.000 EACH| 10.00000 500.00| 8.24000 412.00| 10.00000 500.00 Hay Bales | | | 0210 665I000 132.000 TON | 35.00000 4620.00| 32.98000 4353.36| 34.00000 4488.00 Temporary Riprap, Class 2 | | | 0220 665J000 2000.000 LF | 8.00000 16000.00| 4.82000 9640.00| 4.00000 8000.00 Silt Fence, Type A | | | 0230 665O001 2000.000 LF | 2.00000 4000.00| 2.36000 4720.00| 1.00000 2000.00 Silt Fence Removal | | | 0240 680A000 LUMP| 10000.00000 10000.00| 5300.00000 5300.00| 12000.00000 12000.00 Engineering Controls | | | 0250 740B000 109.000 SQFT| 10.00000 1090.00| 7.89000 860.01| 12.00000 1308.00 Construction Signs | | | 0260 740F002 8.000 EACH| 250.00000 2000.00| 189.47000 1515.76| 300.00000 2400.00 Barricades, Type III | | | 0270 740I005 4.000 EACH| 200.00000 800.00| 347.37000 1389.48| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | 0280 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 12,000.00) | | | SECTION TOTALS | $ 423,947.20| $ 439,601.99| $ 471,576.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 423,947.20| $ 439,601.99| $ 471,576.76 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20060222022 COUNTIES : FAYETTE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 8000.00000 8000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre)(Approx. | | | 2 Acres) | | | 0020 206A000 LUMP| 25000.00000 25000.00| | Removal Of Old Bridge, Station 4+29.88 | | | 0030 210A000 885.000 CUYD| 15.00000 13275.00| | Unclassified Excavation | | | 0040 210D011 9248.000 CUYD| 12.00000 110976.00| | Borrow Excavation (A-4 Or Better) | | | 0050 214A000 940.000 CUYD| 9.00000 8460.00| | Structure Excavation | | | 0060 214B001 328.000 CUYD| 41.00000 13448.00| | Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 850.00000 6800.00| | Roadbed Processing | | | 0080 502A000 65242.000 LB | 0.86000 56108.12| | Steel Reinforcement | | | 0090 524A011 338.000 CUYD| 400.00000 135200.00| | Culvert Concrete (Cast In Place) | | | 0100 600A000 LUMP| 21500.00000 21500.00| | Mobilization | | | 0110 610C001 474.000 TON | 19.80000 9385.20| | Loose Riprap, Class 2 | | | 0120 610D003 374.000 SQYD| 2.63000 983.62| | Filter Blanket, Geotextile | | | 0130 630A001 525.000 LF | 22.71000 11922.75| | Steel Beam Guardrail, Class A, Type 2 | | | 0140 630C050 4.000 EACH| 2760.00000 11040.00| | Guardrail End Anchor, Type 20 Series | | | 0150 650B000 665.000 CUYD| 8.00000 5320.00| | Topsoil From Stockpiles | | | 0160 652A100 1.000 ACRE| 1500.00000 1500.00| | Seeding | | | 0170 656A010 1.000 ACRE| 1350.00000 1350.00| | Mulching | | | 0180 665A000 1.000 ACRE| 1500.00000 1500.00| | Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20060222022 COUNTIES : FAYETTE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 665B000 1.000 ACRE| 1350.00000 1350.00| | Temporary Mulching | | | 0200 665F000 50.000 EACH| 7.30000 365.00| | Hay Bales | | | 0210 665I000 132.000 TON | 45.00000 5940.00| | Temporary Riprap, Class 2 | | | 0220 665J000 2000.000 LF | 3.99000 7980.00| | Silt Fence, Type A | | | 0230 665O001 2000.000 LF | 2.08000 4160.00| | Silt Fence Removal | | | 0240 680A000 LUMP| 15000.00000 15000.00| | Engineering Controls | | | 0250 740B000 109.000 SQFT| 9.76000 1063.84| | Construction Signs | | | 0260 740F002 8.000 EACH| 225.70000 1805.60| | Barricades, Type III | | | 0270 740I005 4.000 EACH| 378.20000 1512.80| | Warning Lights, Type B (Detachable Head | | | 0280 998A000 LUMP| 12000.00000 12000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 12,000.00) | | | SECTION TOTALS | $ 492,945.93| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 492,945.93| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20060222023 COUNTIES : LAMAR LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3800(206) for constructing the Bridge Replacement (Precast) and Approaches on CR-18 at Little Hells Creek east of Vernon. Length 0.085 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 325,463.00 100.0000% 2 16003 PHILLIPS CONTRACTING CO., INC. $ 325,864.00 100.1232% 3 18024 RACON, INC. $ 403,256.25 123.9023% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20060222023 COUNTIES : LAMAR LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 16003 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |PHILLIPS CONTRACTING CO., I |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) | | | (Approx 1 Acre) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 7+36.62 | | | 0030 210A000 407.000 CUYD| 20.00000 8140.00| 6.00000 2442.00| 15.00000 6105.00 Unclassified Excavation | | | 0040 210D021 719.000 CUYD| 15.00000 10785.00| 15.00000 10785.00| 15.00000 10785.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0050 230A000 4.000 RBST| 800.00000 3200.00| 600.00000 2400.00| 1350.00000 5400.00 Roadbed Processing | | | 0060 301A012 760.000 SQYD| 10.00000 7600.00| 9.50000 7220.00| 10.50000 7980.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 502A000 64.000 LB | 3.00000 192.00| 4.00000 256.00| 4.00000 256.00 Steel Reinforcement | | | 0080 505M002 1834.000 LF | 40.00000 73360.00| 35.00000 64190.00| 40.00000 73360.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0090 507A000 2.000 EACH| 2100.00000 4200.00| 2968.00000 5936.00| 2800.00000 5600.00 Wire Rope Abutment Anchor Assembly | | | 0100 510A000 12.000 CUYD| 1000.00000 12000.00| 600.00000 7200.00| 750.00000 9000.00 Bridge Substructure Concrete, Class A | | | 0110 511A000 44.000 EACH| 75.00000 3300.00| 90.00000 3960.00| 135.00000 5940.00 Elastomeric Bearings, Type 1 | | | 0120 512A008 2.000 EACH| 1625.00000 3250.00| 3114.00000 6228.00| 3300.00000 6600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-7" Deep By 28'-0" Long | | | 0130 512B003 2.000 EACH| 1800.00000 3600.00| 3288.00000 6576.00| 3500.00000 7000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'-7" Deep By 27'-6" Long | | | 0140 512C004 10.000 EACH| 2200.00000 22000.00| 3012.00000 30120.00| 4000.00000 40000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0150 512C007 4.000 EACH| 3500.00000 14000.00| 3108.00000 12432.00| 4100.00000 16400.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20060222023 COUNTIES : LAMAR LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 16003 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |PHILLIPS CONTRACTING CO., I |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C017 5.000 EACH| 3900.00000 19500.00| 3752.00000 18760.00| 5000.00000 25000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512C025 2.000 EACH| 4000.00000 8000.00| 3973.00000 7946.00| 5300.00000 10600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512D002 4.000 EACH| 3550.00000 14200.00| 3502.00000 14008.00| 4500.00000 18000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0190 512D025 2.000 EACH| 4025.00000 8050.00| 4068.00000 8136.00| 5300.00000 10600.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0200 512E000 4.000 EACH| 625.00000 2500.00| 391.00000 1564.00| 285.00000 1140.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0210 512E001 12.000 EACH| 700.00000 8400.00| 454.00000 5448.00| 375.00000 4500.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0220 512F000 2.000 EACH| 800.00000 1600.00| 555.00000 1110.00| 510.00000 1020.00 Precast Concrete Wing Panels, Type W1 | | | 0230 512F001 6.000 EACH| 900.00000 5400.00| 685.00000 4110.00| 715.00000 4290.00 Precast Concrete Wing Panels, Type W2 | | | 0240 512G000 4.000 EACH| 825.00000 3300.00| 614.00000 2456.00| 600.00000 2400.00 Precast Concrete Abutment Wing Cap | | | Panels | | | 0250 600A000 LUMP| 28162.00000 28162.00| 39000.00000 39000.00| 19500.00000 19500.00 Mobilization | | | 0260 610C001 297.000 TON | 30.00000 8910.00| 35.00000 10395.00| 30.00000 8910.00 Loose Riprap, Class 2 | | | 0270 610D003 234.000 SQYD| 2.00000 468.00| 4.00000 936.00| 2.63000 615.42 Filter Blanket, Geotextile | | | 0280 630C003 4.000 EACH| 1400.00000 5600.00| 1350.00000 5400.00| 1552.50000 6210.00 Guardrail End Anchor, Type 13 | | | 0290 630C050 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 2300.00000 9200.00 Guardrail End Anchor, Type 20 Series | | | 0300 650A000 168.000 CUYD| 12.00000 2016.00| 15.00000 2520.00| 20.00000 3360.00 Topsoil | | | 0310 652A100 1.000 ACRE| 1000.00000 1000.00| 2500.00000 2500.00| 1441.38000 1441.38 Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20060222023 COUNTIES : LAMAR LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 16003 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |PHILLIPS CONTRACTING CO., I |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 656A010 1.000 ACRE| 1000.00000 1000.00| 2500.00000 2500.00| 1321.25000 1321.25 Mulching | | | 0330 665F000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 7.30000 365.00 Hay Bales | | | 0340 665I000 132.000 TON | 35.00000 4620.00| 35.00000 4620.00| 45.00000 5940.00 Temporary Riprap, Class 2 | | | 0350 665J000 1000.000 LF | 5.00000 5000.00| 5.00000 5000.00| 4.24000 4240.00 Silt Fence, Type A | | | 0360 665O001 1000.000 LF | 2.00000 2000.00| 2.00000 2000.00| 2.08000 2080.00 Silt Fence Removal | | | 0370 680A000 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 15000.00000 15000.00 Engineering Controls | | | 0380 740B000 141.000 SQFT| 10.00000 1410.00| 10.00000 1410.00| 9.20000 1297.20 Construction Signs | | | 0390 740F002 8.000 EACH| 300.00000 2400.00| 200.00000 1600.00| 201.25000 1610.00 Barricades, Type III | | | 0400 740I005 4.000 EACH| 200.00000 800.00| 300.00000 1200.00| 172.50000 690.00 Warning Lights, Type B (Detachable Head | | | 0410 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 15500.00000 15500.00 Construction Fuel (Maximum Bid Limited | | | To $ 15,500.00) | | | SECTION TOTALS | $ 325,463.00| $ 325,864.00| $ 403,256.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 325,463.00| $ 325,864.00| $ 403,256.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20060222024 COUNTIES : LEE LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-BRZ-4100(211) for constructing the Bridge Replacement and Approaches on CR-140 at Little Uchee Creek east of Auburn. Length 0.162 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 713,305.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 836,911.46 117.3287% 3 13099 MCINNIS, LLC $ 878,344.40 123.1373% 4 19007 SCOTT BRIDGE COMPANY, INC. $ 965,175.34 135.3103% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20060222024 COUNTIES : LEE LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 13099 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ $4000.00 per Acre) | | | (Approx. 1 Acre) | | | 0020 206A000 LUMP| 60000.00000 60000.00| 25000.00000 25000.00| 40000.00000 40000.00 Removal Of Old Bridge, Station 2+68.44 | | | 0030 210A000 562.000 CUYD| 5.75000 3231.50| 5.25000 2950.50| 5.25000 2950.50 Unclassified Excavation | | | 0040 210D001 3138.000 CUYD| 5.75000 18043.50| 13.60000 42676.80| 13.60000 42676.80 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 230A000 7.000 RBST| 500.00000 3500.00| 400.00000 2800.00| 400.00000 2800.00 Roadbed Processing | | | 0060 301A012 1672.000 SQYD| 6.00000 10032.00| 11.25000 18810.00| 11.25000 18810.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 1672.000 SQYD| 3.50000 5852.00| 1.55000 2591.60| 3.20000 5350.40 Bituminous Treatment A | | | 0080 405A000 46.000 GAL | 35.00000 1610.00| 2.00000 92.00| 32.00000 1472.00 Tack Coat | | | 0090 429A201 133.000 TON | 105.00000 13965.00| 99.75000 13266.75| 100.00000 13300.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 429B201 248.000 TON | 100.00000 24800.00| 80.60000 19988.80| 92.00000 22816.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0110 502A000 30645.000 LB | 0.75000 22983.75| 1.05000 32177.25| 1.10000 33709.50 Steel Reinforcement | | | 0120 502B000 LUMP| 32000.00000 32000.00| 43349.25000 43349.25| 60000.00000 60000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta.2+20, Approx 41,285 | | | Pounds | | | 0130 506A005 52.000 LF | 450.00000 23400.00| 400.00000 20800.00| 424.00000 22048.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0140 506B002 92.000 LF | 1000.00000 92000.00| 945.00000 86940.00| 1002.00000 92184.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20060222024 COUNTIES : LEE LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 13099 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506C041 144.000 LF | 75.00000 10800.00| 65.00000 9360.00| 69.00000 9936.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0160 506F000 16.000 LF | 200.00000 3200.00| 160.00000 2560.00| 2650.00000 42400.00 Permanent Drilled Shaft Casing, 3'-6" | | | Diameter | | | 0170 506G001 8.000 EACH| 2800.00000 22400.00| 2500.00000 20000.00| 170.00000 1360.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0180 508A000 4085.000 LB | 2.85000 11642.25| 3.00000 12255.00| 8.00000 32680.00 Structural Steel | | | 0190 510A000 89.000 CUYD| 400.00000 35600.00| 850.00000 75650.00| 800.00000 71200.00 Bridge Substructure Concrete, Class A | | | 0200 510C051 LUMP| 75000.00000 75000.00| 130900.00000 130900.00| 120000.00000 120000.00 Bridge Concrete Superstructure, Sta | | | 2+20, Approx 154 Cubic Yards | | | 0210 510E000 435.000 SQYD| 6.50000 2827.50| 5.75000 2501.25| 10.00000 4350.00 Grooving Concrete Bridge Decks | | | 0220 511A071 24.000 EACH| 300.00000 7200.00| 300.00000 7200.00| 300.00000 7200.00 Elastomeric Bearing Type 4 (Mark VB2) | | | 0230 513B004 646.000 LF | 120.00000 77520.00| 135.50000 87533.00| 92.00000 59432.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0240 600A000 LUMP| 72000.00000 72000.00| 119478.30000 119478.30| 93280.00000 93280.00 Mobilization | | | 0250 610C001 576.000 TON | 32.00000 18432.00| 28.56000 16450.56| 35.00000 20160.00 Loose Riprap, Class 2 | | | 0260 610D000 391.000 SQYD| 2.50000 977.50| 2.40000 938.40| 3.00000 1173.00 Filter Blanket | | | 0270 630C003 4.000 EACH| 1400.00000 5600.00| 1325.00000 5300.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 2000.00000 8000.00| 1825.00000 7300.00| 2200.00000 8800.00 Guardrail End Anchor, Type 20 Series | | | 0290 650A000 68.000 CUYD| 18.00000 1224.00| 32.00000 2176.00| 32.00000 2176.00 Topsoil | | | 0300 652A100 1.000 ACRE| 1300.00000 1300.00| 1000.00000 1000.00| 650.00000 650.00 Seeding | | | 0310 656A010 1.000 ACRE| 1300.00000 1300.00| 1000.00000 1000.00| 650.00000 650.00 Mulching | | | 0320 665F000 100.000 EACH| 20.00000 2000.00| 8.00000 800.00| 6.60000 660.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20060222024 COUNTIES : LEE LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 13099 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665J000 1548.000 LF | 6.00000 9288.00| 4.00000 6192.00| 4.75000 7353.00 Silt Fence, Type A | | | 0340 665O001 1548.000 LF | 2.00000 3096.00| 0.50000 774.00| 1.40000 2167.20 Silt Fence Removal | | | 0350 666A001 1.000 ACRE| 1500.00000 1500.00| 200.00000 200.00| 1000.00000 1000.00 Pest Control Treatment | | | 0360 680A000 LUMP| 12000.00000 12000.00| 7500.00000 7500.00| 13250.00000 13250.00 Engineering Controls | | | 0370 701A004 1.000 MILE| 100.00000 100.00| 100.00000 100.00| 1500.00000 1500.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0380 701A012 1.000 MILE| 100.00000 100.00| 100.00000 100.00| 1500.00000 1500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0390 701C001 1.000 MILE| 100.00000 100.00| 100.00000 100.00| 1500.00000 1500.00 Solid Temporary Traffic Stripe | | | 0400 740B000 265.000 SQFT| 12.00000 3180.00| 8.00000 2120.00| 10.00000 2650.00 Construction Signs | | | 0410 740F002 8.000 EACH| 250.00000 2000.00| 185.00000 1480.00| 300.00000 2400.00 Barricades, Type III | | | 0420 740I005 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 400.00000 800.00 Warning Lights, Type B (Detachable Head | | | 0430 998A000 LUMP| 10000.00000 10000.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 32,800.00) | | | SECTION TOTALS | $ 713,305.00| $ 836,911.46| $ 878,344.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 713,305.00| $ 836,911.46| $ 878,344.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 024 -5 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20060222024 COUNTIES : LEE LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ $4000.00 per Acre) | | | (Approx. 1 Acre) | | | 0020 206A000 LUMP| 87000.00000 87000.00| | Removal Of Old Bridge, Station 2+68.44 | | | 0030 210A000 562.000 CUYD| 10.00000 5620.00| | Unclassified Excavation | | | 0040 210D001 3138.000 CUYD| 10.00000 31380.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 230A000 7.000 RBST| 1000.00000 7000.00| | Roadbed Processing | | | 0060 301A012 1672.000 SQYD| 14.00000 23408.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 1672.000 SQYD| 3.19000 5333.68| | Bituminous Treatment A | | | 0080 405A000 46.000 GAL | 31.91000 1467.86| | Tack Coat | | | 0090 429A201 133.000 TON | 99.47000 13229.51| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 429B201 248.000 TON | 90.43000 22426.64| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0110 502A000 30645.000 LB | 0.97000 29725.65| | Steel Reinforcement | | | 0120 502B000 LUMP| 45000.00000 45000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta.2+20, Approx 41,285 | | | Pounds | | | 0130 506A005 52.000 LF | 425.00000 22100.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | 0140 506B002 92.000 LF | 1000.00000 92000.00| | Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 024 -6 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20060222024 COUNTIES : LEE LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506C041 144.000 LF | 70.00000 10080.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0160 506F000 16.000 LF | 170.00000 2720.00| | Permanent Drilled Shaft Casing, 3'-6" | | | Diameter | | | 0170 506G001 8.000 EACH| 2650.00000 21200.00| | Crosshole Sonic Logging, 3'-6" Diameter | | | 0180 508A000 4085.000 LB | 4.50000 18382.50| | Structural Steel | | | 0190 510A000 89.000 CUYD| 750.00000 66750.00| | Bridge Substructure Concrete, Class A | | | 0200 510C051 LUMP| 175000.00000 175000.00| | Bridge Concrete Superstructure, Sta | | | 2+20, Approx 154 Cubic Yards | | | 0210 510E000 435.000 SQYD| 6.10000 2653.50| | Grooving Concrete Bridge Decks | | | 0220 511A071 24.000 EACH| 250.00000 6000.00| | Elastomeric Bearing Type 4 (Mark VB2) | | | 0230 513B004 646.000 LF | 125.00000 80750.00| | Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0240 600A000 LUMP| 95000.00000 95000.00| | Mobilization | | | 0250 610C001 576.000 TON | 35.00000 20160.00| | Loose Riprap, Class 2 | | | 0260 610D000 391.000 SQYD| 3.50000 1368.50| | Filter Blanket | | | 0270 630C003 4.000 EACH| 1525.00000 6100.00| | Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 2200.00000 8800.00| | Guardrail End Anchor, Type 20 Series | | | 0290 650A000 68.000 CUYD| 20.00000 1360.00| | Topsoil | | | 0300 652A100 1.000 ACRE| 700.00000 700.00| | Seeding | | | 0310 656A010 1.000 ACRE| 750.00000 750.00| | Mulching | | | 0320 665F000 100.000 EACH| 8.00000 800.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 024 -7 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20060222024 COUNTIES : LEE LETTING DATE : 02/22/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665J000 1548.000 LF | 3.50000 5418.00| | Silt Fence, Type A | | | 0340 665O001 1548.000 LF | 1.75000 2709.00| | Silt Fence Removal | | | 0350 666A001 1.000 ACRE| 100.00000 100.00| | Pest Control Treatment | | | 0360 680A000 LUMP| 40000.00000 40000.00| | Engineering Controls | | | 0370 701A004 1.000 MILE| 1500.00000 1500.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0380 701A012 1.000 MILE| 1500.00000 1500.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0390 701C001 1.000 MILE| 1500.00000 1500.00| | Solid Temporary Traffic Stripe | | | 0400 740B000 265.000 SQFT| 8.50000 2252.50| | Construction Signs | | | 0410 740F002 8.000 EACH| 180.00000 1440.00| | Barricades, Type III | | | 0420 740I005 2.000 EACH| 245.00000 490.00| | Warning Lights, Type B (Detachable Head | | | 0430 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 32,800.00) | | | SECTION TOTALS | $ 965,175.34| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 965,175.34| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20060222025 COUNTIES : PICKENS LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5400(214) for constructing the Bridge Replacement (Bridge Culvert) on Salem Road at Houten Branch southeast of Carrollton. Length 0.008 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 120,650.75 100.0000% 2 18024 RACON, INC. $ 121,129.30 100.3966% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 127,344.90 105.5484% 4 23044 WARE CONSTRUCTION CO., INC. $ 136,990.50 113.5430% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060222025 COUNTIES : PICKENS LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 18024 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |RACON, INC. |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 2000.00000 2000.00 Removal Of Old Bridge, Station 5+52.00 | | | 0020 214A000 556.000 CUYD| 20.00000 11120.00| 9.00000 5004.00| 12.00000 6672.00 Structure Excavation | | | 0030 214B001 100.000 CUYD| 30.00000 3000.00| 40.00000 4000.00| 30.00000 3000.00 Foundation Backfill, Commercial | | | 0040 502A000 19555.000 LB | 0.65000 12710.75| 0.85000 16621.75| 0.78000 15252.90 Steel Reinforcement | | | 0050 524A011 119.000 CUYD| 400.00000 47600.00| 400.00000 47600.00| 475.00000 56525.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 15750.00000 15750.00| 6000.00000 6000.00| 15000.00000 15000.00 Mobilization | | | 0070 610C001 182.000 TON | 32.00000 5824.00| 45.00000 8190.00| 34.00000 6188.00 Loose Riprap, Class 2 | | | 0080 610D003 143.000 SQYD| 2.00000 286.00| 3.75000 536.25| 5.00000 715.00 Filter Blanket, Geotextile | | | 0090 630A001 100.000 LF | 25.50000 2550.00| 29.32000 2932.00| 45.00000 4500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1700.00000 6800.00| 1897.50000 7590.00| 1750.00000 7000.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 10.00000 500.00| 6.39000 319.50| 10.00000 500.00 Hay Bales | | | 0120 665J000 100.000 LF | 10.00000 1000.00| 6.26000 626.00| 5.00000 500.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 Engineering Controls | | | 0140 740B000 141.000 SQFT| 10.00000 1410.00| 9.14000 1288.74| 12.00000 1692.00 Construction Signs | | | 0150 740F002 8.000 EACH| 200.00000 1600.00| 219.42000 1755.36| 300.00000 2400.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 250.00000 500.00| 182.85000 365.70| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | 0170 998A000 LUMP| 0.00000 0.00| 3300.00000 3300.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 3,300.00) | | | SECTION TOTALS | $ 120,650.75| $ 121,129.30| $ 127,344.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 120,650.75| $ 121,129.30| $ 127,344.90 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060222025 COUNTIES : PICKENS LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 23044 |( ) |( ) |WARE CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 8000.00000 8000.00| | Removal Of Old Bridge, Station 5+52.00 | | | 0020 214A000 556.000 CUYD| 10.00000 5560.00| | Structure Excavation | | | 0030 214B001 100.000 CUYD| 35.00000 3500.00| | Foundation Backfill, Commercial | | | 0040 502A000 19555.000 LB | 1.10000 21510.50| | Steel Reinforcement | | | 0050 524A011 119.000 CUYD| 500.00000 59500.00| | Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 15000.00000 15000.00| | Mobilization | | | 0070 610C001 182.000 TON | 32.00000 5824.00| | Loose Riprap, Class 2 | | | 0080 610D003 143.000 SQYD| 4.00000 572.00| | Filter Blanket, Geotextile | | | 0090 630A001 100.000 LF | 25.50000 2550.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1650.00000 6600.00| | Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 6.00000 300.00| | Hay Bales | | | 0120 665J000 100.000 LF | 8.00000 800.00| | Silt Fence, Type A | | | 0130 680A000 LUMP| 1500.00000 1500.00| | Engineering Controls | | | 0140 740B000 141.000 SQFT| 14.00000 1974.00| | Construction Signs | | | 0150 740F002 8.000 EACH| 275.00000 2200.00| | Barricades, Type III | | | 0160 740I005 2.000 EACH| 300.00000 600.00| | Warning Lights, Type B (Detachable Head | | | 0170 998A000 LUMP| 1000.00000 1000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 3,300.00) | | | SECTION TOTALS | $ 136,990.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 136,990.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20060222028 COUNTIES : TUSCALOOSA LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6300(215) for constructing the Bridge Replacement (Bridge Culvert) on Dry Creek Road at Dry Creek north of Fosters. Length 0.012 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 141,840.72 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 156,347.40 110.2274% 3 23044 WARE CONSTRUCTION CO., INC. $ 157,763.45 111.2258% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20060222028 COUNTIES : TUSCALOOSA LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 07048 |( 3 ) 23044 |RACON, INC. |GLASGOW CONSTRUCTION CO., I |WARE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 12+28.49 | | | 0020 214A000 264.000 CUYD| 9.00000 2376.00| 20.00000 5280.00| 12.00000 3168.00 Structure Excavation | | | 0030 214B000 81.000 CUYD| 50.00000 4050.00| 30.00000 2430.00| 30.00000 2430.00 Foundation Backfill, Local | | | 0040 502A000 35129.000 LB | 0.80000 28103.20| 0.60000 21077.40| 1.05000 36885.45 Steel Reinforcement | | | 0050 524A011 187.000 CUYD| 365.00000 68255.00| 450.00000 84150.00| 400.00000 74800.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 5000.00000 5000.00| 18000.00000 18000.00| 15000.00000 15000.00 Mobilization | | | 0070 610C001 146.000 TON | 35.00000 5110.00| 30.00000 4380.00| 30.00000 4380.00 Loose Riprap, Class 2 | | | 0080 610D000 115.000 SQYD| 4.36000 501.40| 2.00000 230.00| 4.00000 460.00 Filter Blanket | | | 0090 665A000 1.000 ACRE| 1174.17000 1174.17| 800.00000 800.00| 1000.00000 1000.00 Temporary Seeding | | | 0100 665B000 1.000 ACRE| 1167.61000 1167.61| 800.00000 800.00| 1000.00000 1000.00 Temporary Mulching | | | 0110 665I000 80.000 TON | 45.00000 3600.00| 35.00000 2800.00| 40.00000 3200.00 Temporary Riprap, Class 2 | | | 0120 665J000 480.000 LF | 4.23000 2030.40| 10.00000 4800.00| 6.00000 2880.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 2000.00000 2000.00 Engineering Controls | | | 0140 740B000 20.000 SQFT| 10.04000 200.80| 10.00000 200.00| 14.00000 280.00 Construction Signs | | | 0150 740F002 4.000 EACH| 225.14000 900.56| 250.00000 1000.00| 245.00000 980.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 235.79000 471.58| 200.00000 400.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | 0170 998A000 LUMP| 3900.00000 3900.00| 0.00000 0.00| 1000.00000 1000.00 Construction Fuel (Maximum Bid Limited | | | To $ 3,900.00) | | | SECTION TOTALS | $ 141,840.72| $ 156,347.40| $ 157,763.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 141,840.72| $ 156,347.40| $ 157,763.45 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20060222031 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 CONTRACT TIME : 110 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : CMAQ-7012(600) for constructing the Traffic Signal Improvements at various intersections on SR-3 (US-31) from Fultondale to Gardendale. Length 6.490 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19060 STONE ELECTRIC COMPANY, INC. $ 1,149,124.70 100.0000% 2 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 1,285,886.00 111.9013% 3 20003 TEMPLE ELECTRIC COMPANY, INC. $ 1,289,043.00 112.1761% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060222031 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( 3 ) 20003 |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 7500.00000 7500.00| 117338.75000 117338.75| 50000.00000 50000.00 Mobilization | | | 0020 654A000 1200.000 SQYD| 3.55000 4260.00| 5.90000 7080.00| 4.00000 4800.00 Solid Sodding | | | 0030 730A012 LUMP| 500.00000 500.00| 339.99000 339.99| 1270.00000 1270.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Central | | | Ave./Main St.) | | | 0040 730A013 LUMP| 1000.00000 1000.00| 400.02000 400.02| 1270.00000 1270.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 at | | | Walker's Chapel | | | 0050 730A014 LUMP| 1000.00000 1000.00| 339.81000 339.81| 1270.00000 1270.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Republic | | | Ave./Stouts Rd.) | | | 0060 730A015 LUMP| 1000.00000 1000.00| 544.63000 544.63| 1270.00000 1270.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy. 31 @ Tarrant | | | Rd.) (Site 4) | | | 0070 730A016 LUMP| 1000.00000 1000.00| 2689.65000 2689.65| 1270.00000 1270.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ | | | Fieldstown Rd.) | | | 0080 730A017 LUMP| 1000.00000 1000.00| 1483.67000 1483.67| 1270.00000 1270.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Payne Rd.| | | ) (Site 6) | | | 0090 730A018 LUMP| 1000.00000 1000.00| 339.80000 339.80| 1270.00000 1270.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Food | | | World Shopping | | | 0100 730A019 LUMP| 1000.00000 1000.00| 339.93000 339.93| 1270.00000 1270.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Moncrief | | | Rd.) (Site 8) | | | 0110 730A020 LUMP| 1000.00000 1000.00| 600.02000 600.02| 1270.00000 1270.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Mount | | | Olive Blvd./ | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060222031 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( 3 ) 20003 |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 730A021 LUMP| 1000.00000 1000.00| 339.93000 339.93| 1270.00000 1270.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( U.S. Hwy 31 @ Snow | | | Rogers Rd./North | | | 0130 730C000 LUMP| 3025.00000 3025.00| 191.00000 191.00| 1270.00000 1270.00 Furnishing And Installing Traffic | | | Control Unit ( U.S. Hwy 31 @ Central | | | Ave./Main St.) | | | 0140 730C001 LUMP| 7000.00000 7000.00| 262.00000 262.00| 1270.00000 1270.00 Furnishing And Installing Traffic | | | Control Unit ( U.S. Hwy 31 @ Walker's | | | Chapel | | | 0150 730C002 LUMP| 6265.00000 6265.00| 191.00000 191.00| 1270.00000 1270.00 Furnishing And Installing Traffic | | | Control Unit ( U.S. Hwy 31 @ Republic | | | Ave./Stouts Rd.) | | | 0160 730C003 LUMP| 5725.00000 5725.00| 929.00000 929.00| 1270.00000 1270.00 Furnishing And Installing Traffic | | | Control Unit ( U.S. Hwy 31 @ Tarrant Rd.| | | ) (Site 4) | | | 0170 730C004 LUMP| 5775.00000 5775.00| 6537.25000 6537.25| 1270.00000 1270.00 Furnishing And Installing Traffic | | | Control Unit ( U.S. Hwy 31 @ Fieldstown | | | Rd.) (Site 5) | | | 0180 730C005 LUMP| 4600.00000 4600.00| 1249.33000 1249.33| 1270.00000 1270.00 Furnishing And Installing Traffic | | | Control Unit ( U.S. Hwy 31 @ Payne Rd.) | | | (Site 6) | | | 0190 730C006 LUMP| 4720.00000 4720.00| 191.00000 191.00| 1270.00000 1270.00 Furnishing And Installing Traffic | | | Control Unit ( U.S. Hwy 31 @ Food World | | | Shopping | | | 0200 730C007 LUMP| 5225.00000 5225.00| 191.00000 191.00| 1270.00000 1270.00 Furnishing And Installing Traffic | | | Control Unit ( U.S. Hwy 31 @ Moncrief | | | Rd.) (Site 8) | | | 0210 730C008 LUMP| 4950.00000 4950.00| 238.00000 238.00| 1270.00000 1270.00 Furnishing And Installing Traffic | | | Control Unit ( U.S. Hwy 31 @ Gardendale | | | Fire Station) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060222031 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( 3 ) 20003 |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 730C009 LUMP| 5575.00000 5575.00| 238.00000 238.00| 1270.00000 1270.00 Furnishing And Installing Traffic | | | Control Unit ( (U.S. Hwy 31 @ Mount | | | Olive Blvd./ | | | 0230 730C010 LUMP| 6750.00000 6750.00| 191.00000 191.00| 1270.00000 1270.00 Furnishing And Installing Traffic | | | Control Unit ( U.S. Hwy 31 @ Snow | | | Rogers Rd./North | | | 0240 730E000 5.000 EACH| 1400.00000 7000.00| 3025.00000 15125.00| 2200.00000 11000.00 Metal Traffic Signal Pole Foundation | | | 0250 730G001 5.000 EACH| 4750.00000 23750.00| 5212.00000 26060.00| 6400.00000 32000.00 Metal Traffic Signal Strain Pole | | | 0260 730I001 1850.000 LF | 1.15000 2127.50| 1.02000 1887.00| 1.25000 2312.50 Loop Detector Lead-In-Cable | | | 0270 730J010 81.000 EACH| 134.00000 10854.00| 155.57000 12601.17| 160.00000 12960.00 Vehicle Loop Detector | | | 0280 730K000 5.000 EACH| 210.00000 1050.00| 333.00000 1665.00| 275.00000 1375.00 Traffic Signal Junction Box | | | 0290 730L003 330.000 LF | 3.30000 1089.00| 5.00000 1650.00| 6.00000 1980.00 1", Non-Metallic, Conduit | | | 0300 730L005 680.000 LF | 5.00000 3400.00| 5.65000 3842.00| 6.00000 4080.00 2", Non-Metallic, Conduit | | | 0310 730N010 4.000 EACH| 1000.00000 4000.00| 931.00000 3724.00| 840.00000 3360.00 Luminaire Extension Assembly, 12 Feet | | | 0320 730P022 82.000 EACH| 600.00000 49200.00| 752.00000 61664.00| 750.00000 61500.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0330 730P023 5.000 EACH| 1000.00000 5000.00| 895.00000 4475.00| 1200.00000 6000.00 Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 0340 730P024 12.000 EACH| 1000.00000 12000.00| 1394.00000 16728.00| 1400.00000 16800.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0350 730R022 8.000 EACH| 9275.00000 74200.00| 10737.00000 85896.00| 9600.00000 76800.00 Controller Assembly, Type III, 8 Phase | | | 0360 730R030 2.000 EACH| 14250.00000 28500.00| 16044.00000 32088.00| 15750.00000 31500.00 Controller Assembly, Type III, Master | | | 0370 730Z000 LUMP| 14250.00000 14250.00| 15500.00000 15500.00| 22500.00000 22500.00 Computer Equipment, Desktop (Fultondale | | | City Hall) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060222031 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( 3 ) 20003 |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 730Z003 LUMP| 14250.00000 14250.00| 15500.00000 15500.00| 22500.00000 22500.00 Computer Equipment, Desktop (Gardendale | | | City Hall) | | | 0390 734A014 41910.000 LF | 1.00000 41910.00| 1.49000 62445.90| 1.25000 52387.50 Cable OSP, Loose Tube, 60F SM | | | 0400 734B005 990.000 LF | 0.63000 623.70| 1.09000 1079.10| 1.00000 990.00 Drop Cable OSP 6F SM Central Core | | | 0410 734E000 37910.000 LF | 0.45000 17059.50| 0.52000 19713.20| 0.50000 18955.00 Detectable Tape System | | | 0420 734E100 37410.000 LF | 8.45000 316114.50| 9.00000 336690.00| 9.50000 355395.00 Buried Duct HDPE SDR11 2 x 2 Inch | | | 0430 734F002 11.000 EACH| 230.00000 2530.00| 147.00000 1617.00| 220.00000 2420.00 Distribution Hardware SFDU 12 Fiber | | | 0440 734G002 66.000 EACH| 32.00000 2112.00| 43.75000 2887.50| 50.00000 3300.00 Connector FC Termination SM | | | 0450 734G009 404.000 EACH| 70.00000 28280.00| 55.23000 22312.92| 50.00000 20200.00 Splicing, Fusion | | | 0460 734G120 18.000 EACH| 600.00000 10800.00| 545.53000 9819.54| 750.00000 13500.00 Splice Closure, Undergrade, 72 Fiber | | | 0470 734H015 44.000 EACH| 16.50000 726.00| 18.22000 801.68| 20.00000 880.00 Patch Cord Simplex SM,FC | | | 0480 734J000 107.000 EACH| 535.00000 57245.00| 727.45000 77837.15| 850.00000 90950.00 Commbox F1 | | | 0490 734J004 2.000 EACH| 510.00000 1020.00| 942.02000 1884.04| 950.00000 1900.00 Pull Box (36 In X 36 In X 24 In) Alum | | | 0500 740B000 634.000 SQFT| 13.75000 8717.50| 15.00000 9510.00| 12.00000 7608.00 Construction Signs | | | 0510 740E000 80.000 EACH| 26.00000 2080.00| 28.00000 2240.00| 12.00000 960.00 Cones (36 Inches High) | | | 0520 740M001 80.000 EACH| 12.25000 980.00| 12.41000 992.80| 1.00000 80.00 Ballast For Cone | | | 0530 741C010 1.000 EACH| 5265.00000 5265.00| 6095.62000 6095.62| 4500.00000 4500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0540 745A000 80.000 HOUR| 40.00000 3200.00| 40.37000 3229.60| 40.00000 3200.00 Uniformed Police Officer | | | 0550 756A028 9520.000 LF | 33.50000 318920.00| 29.00000 276080.00| 34.00000 323680.00 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 031 -6 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060222031 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( 3 ) 20003 |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 998A000 LUMP| 1.00000 1.00| 10000.00000 10000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 55,000.00) | | | SECTION TOTALS | $ 1,149,124.70| $ 1,285,886.00| $ 1,289,043.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,149,124.70| $ 1,285,886.00| $ 1,289,043.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20060222038 COUNTIES : CHOCTAW LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0010(509) for constructing the Planing, Resurfacing and Traffic Stripe RECA-0010(510) on SR-10 and SR-17 at various sites in and around Butler as STPAA-0017(512) indicated on the plans. Length 5.829 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01073 ASPHALT SUPPLY, LLC $ 1,554,979.30 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060222038 COUNTIES : CHOCTAW LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( ) |( ) |ASPHALT SUPPLY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 3987.000 CUYD| 12.00000 47844.00| | Borrow Excavation | | | 0020 405A000 12447.000 GAL | 1.84000 22902.48| | Tack Coat | | | 0030 408A052 123759.000 SQYD| 0.46000 56929.14| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A360 8240.000 TON | 51.00000 420240.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A363 200.000 TON | 61.00000 12200.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A366 300.000 TON | 50.00000 15000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B654 600.000 TON | 52.00000 31200.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B658 11198.000 TON | 49.00000 548702.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428B000 46940.000 LF | 0.11000 5163.40| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0100 430B000 100.000 TON | 43.00000 4300.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0110 600A000 LUMP| 122000.00000 122000.00| | Mobilization | | | 0120 652A100 6.000 ACRE| 1100.00000 6600.00| | Seeding | | | 0130 656A010 6.000 ACRE| 1100.00000 6600.00| | Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060222038 COUNTIES : CHOCTAW LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( ) |( ) |ASPHALT SUPPLY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665F000 20.000 EACH| 9.00000 180.00| | Hay Bales | | | 0150 665G000 50.000 EACH| 6.00000 300.00| | Sand Bags | | | 0160 665J000 1000.000 LF | 4.10000 4100.00| | Silt Fence, Type A | | | 0170 665O001 1000.000 LF | 2.05000 2050.00| | Silt Fence Removal | | | 0180 665Q000 25.000 LF | 17.00000 425.00| | 12 Inch Wattle | | | 0190 665Q001 500.000 LF | 23.00000 11500.00| | 20 Inch Wattle | | | 0200 666A001 6.000 ACRE| 600.00000 3600.00| | Pest Control Treatment | | | 0210 701A028 13.000 MILE| 1945.00000 25285.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0220 701A046 5.000 MILE| 1225.00000 6125.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701A048 10.000 MILE| 2217.00000 22170.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701C002 11.000 MILE| 756.00000 8316.00| | Broken Temporary Traffic Stripe (Paint) | | | 0250 701C003 46.000 MILE| 834.00000 38364.00| | Solid Temporary Traffic Stripe (Paint) | | | 0260 703A002 4408.000 SQFT| 3.61000 15912.88| | Traffic Control Markings, Class 2, Type | | | A | | | 0270 703B002 711.000 SQFT| 4.45000 3163.95| | Traffic Control Legends, Class 2, Type | | | 0280 703D001 4325.000 SQFT| 1.67000 7222.75| | Temporary Traffic Control Markings | | | 0290 703E001 509.000 SQFT| 1.67000 850.03| | Temporary Traffic Control Legends | | | 0300 705A030 25.000 EACH| 5.83000 145.75| | Pavement Markers, Class A-H, Type 2-C | | | 0310 705A032 170.000 EACH| 5.83000 991.10| | Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060222038 COUNTIES : CHOCTAW LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( ) |( ) |ASPHALT SUPPLY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 705A037 654.000 EACH| 5.83000 3812.82| | Pavement Markers, Class A-H, Type 2-D | | | 0330 730H001 4164.000 LF | 6.00000 24984.00| | Loop Wire | | | 0340 740B000 900.000 SQFT| 10.00000 9000.00| | Construction Signs | | | 0350 740D000 100.000 EACH| 52.00000 5200.00| | Channelizing Drums | | | 0360 740E000 400.000 EACH| 16.00000 6400.00| | Cones (36 Inches High) | | | 0370 740M001 400.000 EACH| 8.00000 3200.00| | Ballast For Cone | | | 0380 740O000 1.000 EACH| 4000.00000 4000.00| | Pilot Car | | | 0390 998A000 LUMP| 48000.00000 48000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 72,000.00) | | | SECTION TOTALS | $ 1,554,979.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,554,979.30| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20060222039 COUNTIES : FAYETTE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0171(501) for constructing the Planing, Resurfacing and Traffic Stripe on SR-171 (US-43) from Temple Ave. in Fayette to north of SR-102 (MP 41.785). Length 5.241 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,582,159.99 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20060222039 COUNTIES : FAYETTE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 8.000 EACH| 150.00000 1200.00| | Mailbox Reset, Single | | | 0020 210D001 1152.000 CUYD| 11.25000 12960.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 212A000 340.000 STA | 10.00000 3400.00| | Machine Grading Shoulders | | | 0040 305B060 200.000 TON | 22.00000 4400.00| | Crushed Aggregate, Section 825, 1" Down | | | 0050 405A000 9627.000 GAL | 1.50000 14440.50| | Tack Coat | | | 0060 408A051 150583.000 SQYD| 1.93000 290625.19| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0070 408A052 4929.000 SQYD| 1.93000 9512.97| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 410H000 1.000 EACH| 15500.00000 15500.00| | Material Remixing Device | | | 0090 424A361 15415.000 TON | 54.34000 837651.10| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A364 200.000 TON | 88.00000 17600.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424A367 2581.000 TON | 58.66000 151401.46| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424A370 134.000 TON | 85.00000 11390.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 428C000 33903.000 LF | 0.14000 4746.42| | Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20060222039 COUNTIES : FAYETTE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 600A000 LUMP| 40250.00000 40250.00| | Mobilization | | | 0150 651B000 6.000 TON | 200.00000 1200.00| | Agricultural Limestone | | | 0160 651C000 3.000 TON | 350.00000 1050.00| | 8-8-8 Commercial Fertilizer | | | 0170 652A100 3.000 ACRE| 600.00000 1800.00| | Seeding | | | 0180 656A010 3.000 ACRE| 600.00000 1800.00| | Mulching | | | 0190 665F000 521.000 EACH| 8.00000 4168.00| | Hay Bales | | | 0200 665J000 1000.000 LF | 4.00000 4000.00| | Silt Fence, Type A | | | 0210 665O001 1000.000 LF | 0.50000 500.00| | Silt Fence Removal | | | 0220 665Q000 756.000 LF | 6.00000 4536.00| | 12 Inch Wattle | | | 0230 665Q001 10.000 LF | 8.00000 80.00| | 20 Inch Wattle | | | 0240 701A028 7.000 MILE| 1750.00000 12250.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0250 701A041 11.000 MILE| 1100.00000 12100.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701A046 1.000 MILE| 1100.00000 1100.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701A048 12.000 MILE| 1995.00000 23940.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0280 701B009 291.000 LF | 2.00000 582.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0290 701C000 11.000 MILE| 680.00000 7480.00| | Broken Temporary Traffic Stripe | | | 0300 701C001 19.000 MILE| 750.00000 14250.00| | Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20060222039 COUNTIES : FAYETTE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703A002 1267.000 SQFT| 3.25000 4117.75| | Traffic Control Markings, Class 2, Type | | | A | | | 0320 703B002 45.000 SQFT| 5.00000 225.00| | Traffic Control Legends, Class 2, Type | | | 0330 703D001 1267.000 SQFT| 1.50000 1900.50| | Temporary Traffic Control Markings | | | 0340 705A030 123.000 EACH| 5.50000 676.50| | Pavement Markers, Class A-H, Type 2-C | | | 0350 705A031 645.000 EACH| 5.50000 3547.50| | Pavement Markers, Class A-H, Type 1-A | | | 0360 705A032 264.000 EACH| 5.50000 1452.00| | Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 264.000 EACH| 5.50000 1452.00| | Pavement Markers, Class A-H, Type 2-D | | | 0380 730H001 9880.000 LF | 2.65000 26182.00| | Loop Wire | | | 0390 730I001 2610.000 LF | 1.25000 3262.50| | Loop Detector Lead-In-Cable | | | 0400 740B000 771.000 SQFT| 8.60000 6630.60| | Construction Signs | | | 0410 740D000 252.000 EACH| 25.00000 6300.00| | Channelizing Drums | | | 0420 741A010 2.000 EACH| 5250.00000 10500.00| | State Retained Portable Sequential | | | Arrow And Chevron Sign Unit | | | 0430 998A000 LUMP| 10000.00000 10000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 68,000.00) | | | SECTION TOTALS | $ 1,582,159.99| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,582,159.99| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20060222042 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 CONTRACT TIME : 260 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPMB-7511(602) for constructing the Additional Lanes (Grade, Drainage, Pavement and Signals) on Hillcrest Road from Airport Boulevard to Old Shell Road in Mobile. Length 0.941 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07050 GULF EQUIPMENT CORPORATION $ 6,622,138.85 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 6,974,865.69 105.3265% 3 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 7,401,822.24 111.7739% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060222042 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 23011 |( 3 ) 23056 |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON 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| 36000.00000 36000.00| 36000.00000 36000.00| 36000.00000 36000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) | | | (Approximately 9 Acres) | | | 0020 206A000 LUMP| 57500.00000 57500.00| 17774.69000 17774.69| 54663.00000 54663.00 Removal Of Old Bridge, Station 89+52.5 | | | 0030 206C000 245.000 SQYD| 13.00000 3185.00| 11.24000 2753.80| 7.70000 1886.50 Removing Concrete Sidewalk | | | 0040 206C010 187.000 SQYD| 25.00000 4675.00| 15.10000 2823.70| 6.84000 1279.08 Removing Concrete Driveway | | | 0050 206D000 2549.000 LF | 15.00000 38235.00| 19.52000 49756.48| 13.73000 34997.77 Removing Pipe | | | 0060 210A000 15864.000 CUYD| 11.25000 178470.00| 12.85000 203852.40| 15.35000 243512.40 Unclassified Excavation | | | 0070 214A000 9759.000 CUYD| 10.00000 97590.00| 18.15000 177125.85| 6.59000 64311.81 Structure Excavation | | | 0080 214B001 2923.000 CUYD| 18.75000 54806.25| 54.44000 159128.12| 57.15000 167049.45 Foundation Backfill, Commercial | | | 0090 230A000 73.000 RBST| 375.00000 27375.00| 410.43000 29961.39| 979.11000 71475.03 Roadbed Processing | | | 0100 301A012 27649.000 SQYD| 15.00000 414735.00| 14.67000 405610.83| 19.79000 547173.71 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 305B060 100.000 TON | 62.50000 6250.00| 49.31000 4931.00| 60.78000 6078.00 Crushed Aggregate, Section 825, Type B | | | 0120 401A000 23047.000 SQYD| 1.00000 23047.00| 1.10000 25351.70| 0.98000 22586.06 Bituminous Treatment A | | | 0130 405A000 953.000 GAL | 4.50000 4288.50| 5.00000 4765.00| 4.03000 3840.59 Tack Coat | | | 0140 424A360 3517.000 TON | 73.00000 256741.00| 62.59000 220129.03| 74.75000 262895.75 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424B651 4512.000 TON | 68.00000 306816.00| 55.68000 251228.16| 70.15000 316516.80 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060222042 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 23011 |( 3 ) 23056 |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 28.000 TON | 140.00000 3920.00| 86.42000 2419.76| 115.00000 3220.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B659 3260.000 TON | 68.00000 221680.00| 67.09000 218713.40| 70.15000 228689.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B681 2882.000 TON | 65.00000 187330.00| 66.84000 192632.88| 67.28000 193900.96 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 430B040 884.000 TON | 37.50000 33150.00| 33.21000 29357.64| 48.00000 42432.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0200 502A000 48083.000 LB | 1.30000 62507.90| 1.33000 63950.39| 1.44000 69239.52 Steel Reinforcement | | | 0210 524A011 276.000 CUYD| 889.00000 245364.00| 967.80000 267112.80| 563.50000 155526.00 Culvert Concrete (Cast In Place) | | | 0220 529A001 1552.000 SQFT| 73.00000 113296.00| 78.63000 122033.76| 41.48000 64376.96 Concrete Retaining Wall | | | 0230 530A000 1228.000 LF | 37.50000 46050.00| 39.20000 48137.60| 41.04000 50397.12 15" Roadway Pipe (Class 3 R.C.) | | | 0240 530A001 3859.000 LF | 40.00000 154360.00| 41.21000 159029.39| 44.65000 172304.35 18" Roadway Pipe (Class 3 R.C.) | | | 0250 530A002 1478.000 LF | 59.00000 87202.00| 45.33000 66997.74| 54.99000 81275.22 24" Roadway Pipe (Class 3 R.C.) | | | 0260 530A003 492.000 LF | 74.00000 36408.00| 68.21000 33559.32| 68.32000 33613.44 30" Roadway Pipe (Class 3 R.C.) | | | 0270 530A004 445.000 LF | 99.00000 44055.00| 88.02000 39168.90| 87.64000 38999.80 36" Roadway Pipe (Class 3 R.C.) | | | 0280 530A005 93.000 LF | 153.00000 14229.00| 108.67000 10106.31| 115.53000 10744.29 42" Roadway Pipe (Class 3 R.C.) | | | 0290 530A006 24.000 LF | 204.00000 4896.00| 195.04000 4680.96| 151.54000 3636.96 48" Roadway Pipe (Class 3 R.C.) | | | 0300 530A008 101.000 LF | 288.00000 29088.00| 207.50000 20957.50| 193.67000 19560.67 60" Roadway Pipe (Class 3 R.C.) | | | 0310 530A101 20.000 LF | 87.50000 1750.00| 331.49000 6629.80| 90.83000 1816.60 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060222042 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 23011 |( 3 ) 23056 |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 530A151 22.000 LF | 52.50000 1155.00| 71.76000 1578.72| 83.19000 1830.18 15" Roadway Pipe (14 Gauge C.C.S.) | | | 0330 530B003 441.000 LF | 88.00000 38808.00| 84.23000 37145.43| 80.72000 35597.52 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0340 532A031 50.000 LF | 343.75000 17187.50| 332.68000 16634.00| 161.00000 8050.00 15" Slotted Drain Pipe | | | 0350 535A001 158.000 LF | 43.00000 6794.00| 58.80000 9290.40| 44.68000 7059.44 18" Side Drain Pipe | | | 0360 600A000 LUMP| 650000.00000 650000.00| 697993.38000 697993.38| 797633.00000 797633.00 Mobilization | | | 0370 602A000 41.000 EACH| 165.00000 6765.00| 163.28000 6694.48| 328.94000 13486.54 Right Of Way Markers | | | 0380 606A000 685.000 LF | 12.50000 8562.50| 12.29000 8418.65| 17.67000 12103.95 6" Underdrain Pipe | | | 0390 610D003 325.000 SQYD| 8.00000 2600.00| 3.05000 991.25| 3.43000 1114.75 Filter Blanket, Geotextile | | | 0400 614A000 248.000 CUYD| 450.00000 111600.00| 423.41000 105005.68| 345.00000 85560.00 Slope Paving | | | 0410 614B000 20.000 CUYD| 450.00000 9000.00| 477.85000 9557.00| 414.00000 8280.00 Reinforced Slope Paving | | | 0420 618A000 4076.000 SQYD| 44.50000 181382.00| 47.18000 192305.68| 32.20000 131247.20 Concrete Sidewalk, 4" Thick | | | 0430 618B001 762.000 SQYD| 51.20000 39014.40| 54.44000 41483.28| 55.78000 42504.36 Concrete Driveway, 5" Thick | | | 0440 619A002 1.000 EACH| 890.00000 890.00| 967.80000 967.80| 552.00000 552.00 18" Roadway Pipe End Treatment, Class 1 | | | 0450 619A101 4.000 EACH| 890.00000 3560.00| 967.80000 3871.20| 552.00000 2208.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 620A000 9.000 CUYD| 780.00000 7020.00| 846.82000 7621.38| 1150.00000 10350.00 Minor Structure Concrete | | | 0470 621A000 20.000 EACH| 4700.00000 94000.00| 5080.94000 101618.80| 4370.00000 87400.00 Junction Boxes, Type 1, 1P Or 5 | | | 0480 621A001 11.000 EACH| 5400.00000 59400.00| 5806.78000 63874.58| 6325.00000 69575.00 Junction Boxes, Type 1, 2P Or 5 | | | 0490 621B000 3.000 EACH| 560.00000 1680.00| 544.38000 1633.14| 546.25000 1638.75 Junction Box Units, Type 1, 1P Or 5 | | | 0500 621B001 8.000 EACH| 670.00000 5360.00| 665.36000 5322.88| 632.50000 5060.00 Junction Box Units, Type 1, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 042 -5 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060222042 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 23011 |( 3 ) 23056 |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 621C001 12.000 EACH| 2700.00000 32400.00| 2782.42000 33389.04| 4025.00000 48300.00 Inlets, Type B | | | 0520 621C015 44.000 EACH| 3200.00000 140800.00| 3387.29000 149040.76| 4370.00000 192280.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0530 621C017 5.000 EACH| 3700.00000 18500.00| 3992.16000 19960.80| 4945.00000 24725.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0540 621C030 6.000 EACH| 3600.00000 21600.00| 3871.19000 23227.14| 6325.00000 37950.00 Inlets, Type "Special" | | | 0550 621D001 8.000 EACH| 560.00000 4480.00| 544.39000 4355.12| 345.00000 2760.00 Inlet Units, Type B | | | 0560 621D015 14.000 EACH| 560.00000 7840.00| 574.63000 8044.82| 460.00000 6440.00 Inlet Units, Type S1 Or S3 | | | 0570 623A000 1387.000 LF | 50.00000 69350.00| 54.44000 75508.28| 35.65000 49446.55 Concrete Gutter | | | 0580 623B001 144.000 LF | 67.00000 9648.00| 72.58000 10451.52| 92.00000 13248.00 Concrete Curb, Type N Special | | | 0590 623B002 1162.000 LF | 28.00000 32536.00| 30.24000 35138.88| 19.48000 22635.76 Concrete Curb, Type A | | | 0600 623C000 8675.000 LF | 16.70000 144872.50| 18.15000 157451.25| 19.55000 169596.25 Combination Curb & Gutter, Type C | | | 0610 630A001 232.000 LF | 25.00000 5800.00| 25.23000 5853.36| 23.00000 5336.00 Steel Beam Guardrail, Class A, Type 2 | | | 0620 630C050 4.000 EACH| 2500.00000 10000.00| 2408.03000 9632.12| 2300.00000 9200.00 Guardrail End Anchor, Type 20 Series | | | 0630 641A514 2899.000 LF | 13.00000 37687.00| 21.03000 60965.97| 43.06000 124830.94 1 Inch Copper Water Service Line Laid | | | 0640 641A518 17.000 LF | 28.00000 476.00| 63.53000 1080.01| 49.24000 837.08 2 Inch Copper Water Service Line Laid | | | 0650 641A612 1467.000 LF | 76.00000 111492.00| 56.42000 82768.14| 71.12000 104333.04 6 Inch Ductile Iron Water Main Laid | | | 0660 641A614 100.000 LF | 106.00000 10600.00| 64.90000 6490.00| 76.20000 7620.00 8 Inch Ductile Iron Water Main Laid | | | 0670 641A622 3869.000 LF | 64.00000 247616.00| 89.09000 344689.21| 120.05000 464473.45 16 Inch Ductile Iron Water Main Laid | | | 0680 641A692 464.000 LF | 105.00000 48720.00| 96.06000 44571.84| 139.68000 64811.52 16 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0690 641A702 200.000 LF | 283.00000 56600.00| 300.99000 60198.00| 337.11000 67422.00 36 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 042 -6 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060222042 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 23011 |( 3 ) 23056 |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 641C500 29075.000 LB | 4.80000 139560.00| 10.77000 313137.75| 6.10000 177357.50 Ductile Iron Fittings | | | 0710 641D500 7.000 EACH| 2400.00000 16800.00| 5483.42000 38383.94| 2486.96000 17408.72 Fire Hydrant | | | 0720 641E500 13.000 EACH| 1125.00000 14625.00| 3193.48000 41515.24| 1316.98000 17120.74 Fire Hydrant Reset | | | 0730 641F500 6.000 LF | 925.00000 5550.00| 544.61000 3267.66| 542.96000 3257.76 Fire Hydrant Extension | | | 0740 641J516 22.000 EACH| 813.00000 17886.00| 1095.19000 24094.18| 874.44000 19237.68 6 Inch Gate Valve With Box | | | 0750 641J526 6.000 EACH| 6000.00000 36000.00| 6231.38000 37388.28| 6248.09000 37488.54 16 Inch Gate Valve With Box | | | 0760 641J536 2.000 EACH| 44125.00000 88250.00| 43738.04000 87476.08| 44877.91000 89755.82 36 Inch Gate Valve With Box | | | 0770 641L500 10.000 CUYD| 250.00000 2500.00| 503.39000 5033.90| 400.29000 4002.90 Concrete for Water Mains (Thrust Blocks | | | 0780 641M512 108.000 EACH| 48.50000 5238.00| 108.29000 11695.32| 48.93000 5284.44 6 Inch Retainer Gland | | | 0790 641M514 6.000 EACH| 67.50000 405.00| 122.70000 736.20| 68.52000 411.12 8 Inch Retainer Gland | | | 0800 641M518 2.000 EACH| 97.50000 195.00| 169.16000 338.32| 123.50000 247.00 12 Inch Retainer Gland | | | 0810 641M522 125.000 EACH| 158.00000 19750.00| 493.85000 61731.25| 204.59000 25573.75 16 Inch Retainer Gland | | | 0820 641M532 12.000 EACH| 1720.00000 20640.00| 1401.25000 16815.00| 1146.64000 13759.68 36 Inch Retainer Gland | | | 0830 641N510 1.000 EACH| 520.00000 520.00| 689.53000 689.53| 713.39000 713.39 6 Inch x 6 Inch Anchor Tee | | | 0840 641N560 15.000 EACH| 1239.00000 18585.00| 1833.07000 27496.05| 1453.01000 21795.15 16 Inch x 6 Inch Anchor Tee | | | 0850 641O514 6.000 EACH| 3095.00000 18570.00| 5823.34000 34940.04| 3949.72000 23698.32 6 Inch x 6 Inch Tapping Valve And Sleev | | | 0860 641O520 1.000 EACH| 4400.00000 4400.00| 6820.04000 6820.04| 4930.15000 4930.15 8 Inch x 8 Inch Tapping Valve And Sleev | | | 0870 641O554 1.000 EACH| 9375.00000 9375.00| 10617.61000 10617.61| 7226.21000 7226.21 12 Inch x 12 Inch Tapping Valve And | | | Sleeve | | | 0880 641P520 45.000 EACH| 569.00000 25605.00| 703.61000 31662.45| 388.53000 17483.85 1 Inch Service Tap | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 042 -7 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060222042 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 23011 |( 3 ) 23056 |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 641P530 2.000 EACH| 1470.00000 2940.00| 1566.96000 3133.92| 638.33000 1276.66 2 Inch Service Tap | | | 0900 641R515 46.000 EACH| 375.00000 17250.00| 661.51000 30429.46| 441.34000 20301.64 1 Inch Water Meter And Box Reset | | | 0910 641R520 2.000 EACH| 750.00000 1500.00| 1147.90000 2295.80| 724.57000 1449.14 2 Inch Water Meter And Box Reset | | | 0920 641R535 2.000 EACH| 4375.00000 8750.00| 9359.20000 18718.40| 1779.37000 3558.74 6 Inch Water Meter And Box Reset | | | 0930 641S500 13.000 EACH| 500.00000 6500.00| 1220.07000 15860.91| 450.80000 5860.40 Valve Box Reset | | | 0940 645A510 23.000 LF | 142.00000 3266.00| 129.16000 2970.68| 113.01000 2599.23 8 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 0950 645A548 884.000 LF | 69.00000 60996.00| 79.79000 70534.36| 89.83000 79409.72 8 Inch P.V.C. Sanitary Sewer Gravity | | | Pipe Laid | | | 0960 645E512 840.000 LF | 54.00000 45360.00| 89.79000 75423.60| 80.71000 67796.40 6 Inch Ductile Iron Stacks And Laterals | | | 0970 645G515 15.000 EACH| 625.00000 9375.00| 1178.81000 17682.15| 921.44000 13821.60 6 Inch Sanitary Sewer Lateral Cleanout | | | 0980 645H510 4.000 EACH| 3750.00000 15000.00| 4066.13000 16264.52| 5525.52000 22102.08 48 Inch Manhole | | | 0990 645I500 7.000 EACH| 1000.00000 7000.00| 3199.24000 22394.68| 187.85000 1314.95 48 Inch Manhole Unit | | | 1000 645J500 2.000 EACH| 1125.00000 2250.00| 2937.80000 5875.60| 667.00000 1334.00 Manhole Cone Reset | | | 1010 645K500 19.000 EACH| 450.00000 8550.00| 1566.36000 29760.84| 837.20000 15906.80 Manhole Frame And Cover Reset | | | 1020 645M500 5.000 EACH| 1750.00000 8750.00| 4031.73000 20158.65| 4508.00000 22540.00 Connecting To Existing Manhole | | | 1030 645N500 1.000 EACH| 1250.00000 1250.00| 4843.58000 4843.58| 2990.00000 2990.00 Abandon Existing Manhole | | | 1040 649A665 200.000 LF | 438.00000 87600.00| 361.51000 72302.00| 444.23000 88846.00 30 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1050 650A000 2150.000 CUYD| 13.00000 27950.00| 14.72000 31648.00| 25.69000 55233.50 Topsoil | | | 1060 652A100 15.000 ACRE| 1500.00000 22500.00| 802.68000 12040.20| 2036.76000 30551.40 Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 042 -8 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060222042 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 23011 |( 3 ) 23056 |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 652C000 4.000 ACRE| 250.00000 1000.00| 86.00000 344.00| 134.99000 539.96 Mowing | | | 1080 654A000 941.000 SQYD| 6.00000 5646.00| 5.16000 4855.56| 5.75000 5410.75 Solid Sodding | | | 1090 656A010 15.000 ACRE| 1500.00000 22500.00| 573.34000 8600.10| 2324.62000 34869.30 Mulching | | | 1100 665I000 50.000 TON | 62.50000 3125.00| 63.00000 3150.00| 75.88000 3794.00 Temporary Riprap, Class 2 | | | 1110 665J000 2826.000 LF | 5.00000 14130.00| 3.75000 10597.50| 4.85000 13706.10 Silt Fence, Type A | | | 1120 665O001 2826.000 LF | 4.00000 11304.00| 1.75000 4945.50| 1.86000 5256.36 Silt Fence Removal | | | 1130 665Q000 1040.000 LF | 7.50000 7800.00| 9.80000 10192.00| 6.84000 7113.60 12 Inch Wattle | | | 1140 665Q001 1250.000 LF | 11.00000 13750.00| 12.59000 15737.50| 6.51000 8137.50 20 Inch Wattle | | | 1150 666A001 4.000 ACRE| 250.00000 1000.00| 28.67000 114.68| 101.24000 404.96 Pest Control Treatment | | | 1160 674A000 100.000 LF | 10.00000 1000.00| 10.17000 1017.00| 5.43000 543.00 Construction Safety Fence | | | 1170 680A000 LUMP| 50000.00000 50000.00| 48618.28000 48618.28| 101173.00000 101173.00 Engineering Controls | | | 1180 701A028 3.000 MILE| 2200.00000 6600.00| 2006.69000 6020.07| 2012.50000 6037.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1190 701A032 2.000 MILE| 2200.00000 4400.00| 2006.69000 4013.38| 2012.50000 4025.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1200 701A041 3.000 MILE| 1380.00000 4140.00| 1261.35000 3784.05| 1265.00000 3795.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1210 701A046 1.000 MILE| 1380.00000 1380.00| 1261.35000 1261.35| 1265.00000 1265.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1220 701A048 1.000 MILE| 2750.00000 2750.00| 2522.69000 2522.69| 2530.00000 2530.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1230 701B009 2530.000 LF | 1.25000 3162.50| 1.15000 2909.50| 1.15000 2909.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 042 -9 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060222042 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 23011 |( 3 ) 23056 |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 701C000 1.000 MILE| 820.00000 820.00| 745.35000 745.35| 747.50000 747.50 Broken Temporary Traffic Stripe | | | 1250 701C001 3.000 MILE| 940.00000 2820.00| 860.01000 2580.03| 862.50000 2587.50 Solid Temporary Traffic Stripe | | | 1260 701F000 1252.000 LF | 0.50000 626.00| 0.29000 363.08| 0.29000 363.08 Dotted Temporary Traffic Stripe | | | 1270 703A002 3431.000 SQFT| 3.80000 13037.80| 3.44000 11802.64| 3.45000 11836.95 Traffic Control Markings, Class 2, Type | | | A | | | 1280 703B002 956.000 SQFT| 5.00000 4780.00| 4.59000 4388.04| 4.60000 4397.60 Traffic Control Legends, Class 2, Type | | | 1290 703D001 240.000 SQFT| 2.00000 480.00| 1.72000 412.80| 1.73000 415.20 Temporary Traffic Control Markings | | | 1300 703E001 124.000 SQFT| 2.00000 248.00| 1.72000 213.28| 1.73000 214.52 Temporary Traffic Control Legends | | | 1310 705A011 55.000 EACH| 6.50000 357.50| 5.73000 315.15| 5.75000 316.25 Pavement Markers, Class C, Type 1-A | | | 1320 705A023 90.000 EACH| 6.50000 585.00| 5.73000 515.70| 5.75000 517.50 Pavement Markers, Class C, Type 2-D | | | 1330 705A030 232.000 EACH| 6.50000 1508.00| 5.73000 1329.36| 5.75000 1334.00 Pavement Markers, Class A-H, Type 2-C | | | 1340 705A031 173.000 EACH| 6.50000 1124.50| 5.73000 991.29| 5.75000 994.75 Pavement Markers, Class A-H, Type 1-A | | | 1350 705A032 106.000 EACH| 6.50000 689.00| 5.73000 607.38| 5.75000 609.50 Pavement Markers, Class A-H, Type 1-B | | | 1360 705A037 114.000 EACH| 6.50000 741.00| 5.73000 653.22| 5.75000 655.50 Pavement Markers, Class A-H, Type 2-D | | | 1370 707B003 4.000 EACH| 500.00000 2000.00| 143.34000 573.36| 172.50000 690.00 Type A Hazard Marker Installation | | | 1380 710A115 15.000 SQFT| 32.00000 480.00| 16.63000 249.45| 18.40000 276.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1390 710A125 14.000 SQFT| 40.00000 560.00| 18.92000 264.88| 20.70000 289.80 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1400 710A126 64.000 SQFT| 45.00000 2880.00| 21.21000 1357.44| 23.00000 1472.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 042 -10 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060222042 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 23011 |( 3 ) 23056 |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1410 710B001 168.000 LF | 1.50000 252.00| 8.60000 1444.80| 6.90000 1159.20 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1420 726A000 280.000 LF | 50.00000 14000.00| 48.39000 13549.20| 46.00000 12880.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1430 730A000 LUMP| 9200.00000 9200.00| 9919.93000 9919.93| 9430.00000 9430.00 Removal Of Existing Traffic Control | | | Unit ( Hillcrest Road and Airport | | | Boulevard) | | | 1440 730C000 LUMP| 17600.00000 17600.00| 19114.00000 19114.00| 18170.00000 18170.00 Furnishing And Installing Traffic | | | Control Unit ( Hillcrest Road and | | | Airport Boulevard) | | | 1450 730E000 4.000 EACH| 3400.00000 13600.00| 4534.30000 18137.20| 3450.00000 13800.00 Metal Traffic Signal Pole Foundation | | | 1460 730G001 4.000 EACH| 10600.00000 42400.00| 11492.60000 45970.40| 10925.00000 43700.00 Metal Traffic Signal Strain Pole | | | 1470 730H001 7925.000 LF | 4.00000 31700.00| 4.23000 33522.75| 4.03000 31937.75 Loop Wire | | | 1480 730I001 2960.000 LF | 3.40000 10064.00| 3.63000 10744.80| 3.45000 10212.00 Loop Detector Lead-In-Cable | | | 1490 730J010 18.000 EACH| 170.00000 3060.00| 181.46000 3266.28| 172.50000 3105.00 Vehicle Loop Detector | | | 1500 730K000 4.000 EACH| 450.00000 1800.00| 483.90000 1935.60| 460.00000 1840.00 Traffic Signal Junction Box | | | 1510 730L002 50.000 LF | 30.00000 1500.00| 24.20000 1210.00| 23.00000 1150.00 1", Metallic, Conduit | | | 1520 730L005 285.000 LF | 5.00000 1425.00| 4.84000 1379.40| 4.60000 1311.00 2", Non-Metallic, Conduit | | | 1530 730N000 4.000 EACH| 950.00000 3800.00| 1028.29000 4113.16| 977.50000 3910.00 Luminaire Extension Assembly, 12' | | | 1540 730P022 18.000 EACH| 1060.00000 19080.00| 1149.26000 20686.68| 1092.50000 19665.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1550 730Q011 8.000 EACH| 840.00000 6720.00| 907.31000 7258.48| 862.50000 6900.00 Pedestrian Signal Head, Type LED | | | 1560 730R022 1.000 EACH| 16540.00000 16540.00| 18001.03000 18001.03| 17112.00000 17112.00 Controller Assembly, Type III, 8 Phase | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 042 -11 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060222042 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 23011 |( 3 ) 23056 |GULF EQUIPMENT CORPORATION |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 730T000 1.000 EACH| 890.00000 890.00| 967.80000 967.80| 920.00000 920.00 Wood Pole | | | 1580 730Y180 LUMP| 3890.00000 3890.00| 4234.12000 4234.12| 4025.00000 4025.00 Relocation Of Pedestal Pole And | | | Foundation With Illuminated School Zone | | | Sign | | | 1590 730Y181 LUMP| 3890.00000 3890.00| 4234.12000 4234.12| 4025.00000 4025.00 Relocation Of Pedestal Pole And | | | Foundation With Illuminated School Zone | | | Sign | | | 1600 740B000 1203.000 SQFT| 18.00000 21654.00| 13.28000 15975.84| 21.68000 26081.04 Construction Signs | | | 1610 740D000 577.000 EACH| 94.00000 54238.00| 59.25000 34187.25| 90.53000 52235.81 Channelizing Drums | | | 1620 740E000 50.000 EACH| 22.00000 1100.00| 12.79000 639.50| 14.71000 735.50 Cones (36 Inches High) | | | 1630 740F002 13.000 EACH| 500.00000 6500.00| 452.07000 5876.91| 242.78000 3156.14 Barricades, Type III | | | 1640 740I005 7.000 EACH| 375.00000 2625.00| 444.37000 3110.59| 297.22000 2080.54 Warning Lights, Type B (Detachable Head | | | 1650 740M001 50.000 EACH| 15.00000 750.00| 7.75000 387.50| 8.83000 441.50 Ballast For Cone | | | 1660 741C010 2.000 EACH| 10000.00000 20000.00| 4147.43000 8294.86| 7798.24000 15596.48 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1670 745A000 20.000 HOUR| 60.00000 1200.00| 88.87000 1777.40| 33.75000 675.00 Uniformed Police Officer | | | 1680 998A000 LUMP| 292000.00000 292000.00| 0.00000 0.00| 200000.00000 200000.00 Construction Fuel (Maximum Bid Limited | | | To $ 292,000) | | | 1690 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,622,138.85| $ 6,974,865.69| $ 7,401,822.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,622,138.85| $ 6,974,865.69| $ 7,401,822.24 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20060222043 COUNTIES : COLBERT LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-CN06(203) for constructing the Resurfacing and Traffic Stripe on CR-45 from SR-184 to CR-40 in Muscle Shoals. Length 1.983 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 515,262.10 100.0000% 2 18031 ROGERS GROUP, INC. $ 525,441.25 101.9755% 3 01087 APAC-SOUTHEAST, INC. $ 540,515.80 104.9011% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20060222043 COUNTIES : COLBERT LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18031 |( 3 ) 01087 |JOE KEENUM EXCAVATION & CON |ROGERS GROUP, 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 770.000 TON | 12.00000 9240.00| 15.00000 11550.00| 19.39000 14930.30 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 401B108 46699.000 SQYD| 0.90000 42029.10| 1.00000 46699.00| 0.91000 42496.09 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 1401.000 GAL | 2.00000 2802.00| 2.25000 3152.25| 1.15000 1611.15 Tack Coat | | | 0040 429A216 1959.000 TON | 45.00000 88155.00| 49.00000 95991.00| 48.21000 94443.39 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429B221 8572.000 TON | 37.00000 317164.00| 36.00000 308592.00| 39.13000 335422.36 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0060 600A000 LUMP| 10000.00000 10000.00| 10997.00000 10997.00| 6319.08000 6319.08 Mobilization | | | 0070 701A031 4.000 MILE| 1250.00000 5000.00| 1285.00000 5140.00| 1331.25000 5325.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0080 701A035 4.000 MILE| 1350.00000 5400.00| 1500.00000 6000.00| 1437.75000 5751.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701A040 4.000 MILE| 800.00000 3200.00| 900.00000 3600.00| 852.00000 3408.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701C000 12.000 MILE| 650.00000 7800.00| 680.00000 8160.00| 692.25000 8307.00 Broken Temporary Traffic Stripe | | | 0110 701C001 12.000 MILE| 750.00000 9000.00| 750.00000 9000.00| 798.75000 9585.00 Solid Temporary Traffic Stripe | | | 0120 703A002 288.000 SQFT| 4.00000 1152.00| 5.00000 1440.00| 4.26000 1226.88 Traffic Control Markings, Class 2, Type | | | A | | | 0130 703B002 274.000 SQFT| 5.00000 1370.00| 5.00000 1370.00| 5.33000 1460.42 Traffic Control Legends, Class 2, Type | | | 0140 705A031 265.000 EACH| 6.00000 1590.00| 5.50000 1457.50| 6.39000 1693.35 Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20060222043 COUNTIES : COLBERT LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18031 |( 3 ) 01087 |JOE KEENUM EXCAVATION & CON |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 705A037 265.000 EACH| 6.00000 1590.00| 5.50000 1457.50| 6.39000 1693.35 Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 254.000 SQFT| 5.00000 1270.00| 21.00000 5334.00| 9.03000 2293.62 Construction Signs | | | 0170 740D000 100.000 EACH| 20.00000 2000.00| 30.00000 3000.00| 38.38000 3838.00 Channelizing Drums | | | 0180 741C010 1.000 EACH| 1500.00000 1500.00| 2500.00000 2500.00| 710.81000 710.81 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0190 998A000 LUMP| 5000.00000 5000.00| 1.00000 1.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 28,500.00) | | | SECTION TOTALS | $ 515,262.10| $ 525,441.25| $ 540,515.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 515,262.10| $ 525,441.25| $ 540,515.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20060222044 COUNTIES : ELMORE LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN06(215) for constructing the Resurfacing and Traffic Stripe on CR-3 from SR-14 to CR-7 in Deatsville. Length 6.451 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 855,131.50 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 864,028.96 101.0405% 3 03097 CHILTON PAVING & ASPHALT, LLC $ 872,776.39 102.0634% 4 01023 ASPHALT CONTRACTORS, INC. $ 875,772.45 102.4138% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20060222044 COUNTIES : ELMORE LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 03097 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |CHILTON PAVING & ASPHALT, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 760.000 LF | 3.50000 2660.00| 3.29000 2500.40| 3.98000 3024.80 Removing Guardrail | | | 0020 405A000 7322.000 GAL | 1.25000 9152.50| 0.75000 5491.50| 1.66000 12154.52 Tack Coat | | | 0030 408A054 1093.000 SQYD| 3.10000 3388.30| 5.33000 5825.69| 3.76000 4109.68 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0040 408A055 1548.000 SQYD| 3.50000 5418.00| 4.74000 7337.52| 2.76000 4272.48 Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0050 429A216 3580.000 TON | 43.00000 153940.00| 46.69000 167150.20| 44.15000 158057.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429A218 2441.000 TON | 41.40000 101057.40| 31.00000 75671.00| 47.24000 115312.84 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 429B220 8949.000 TON | 40.70000 364224.30| 39.00000 349011.00| 39.80000 356170.20 Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0080 429B225 100.000 TON | 50.00000 5000.00| 65.00000 6500.00| 75.34000 7534.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0090 430B043 2556.000 TON | 21.00000 53676.00| 30.00000 76680.00| 24.06000 61497.36 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0100 600A000 LUMP| 38000.00000 38000.00| 55000.00000 55000.00| 14956.01000 14956.01 Mobilization | | | 0110 630A001 300.000 LF | 15.00000 4500.00| 14.10000 4230.00| 17.34000 5202.00 Steel Beam Guardrail, Class A, Type 2 | | | 0120 630A015 760.000 LF | 16.00000 12160.00| 15.04000 11430.40| 18.50000 14060.00 Steel Beam Guardrail, Class B, Type 2 | | | (Steel Post) | | | 0130 630C022 12.000 EACH| 1200.00000 14400.00| 1128.00000 13536.00| 1387.28000 16647.36 Guardrail End Anchor, Type Special | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20060222044 COUNTIES : ELMORE LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 03097 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |CHILTON PAVING & ASPHALT, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630C070 12.000 EACH| 1375.00000 16500.00| 1292.50000 15510.00| 1589.60000 19075.20 Guardrail End Anchor, Type 10 Series | | | 0150 701A031 13.000 MILE| 1250.00000 16250.00| 1187.50000 15437.50| 1445.09000 18786.17 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 9.000 MILE| 1500.00000 13500.00| 1425.00000 12825.00| 1694.92000 15254.28 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 4.000 MILE| 880.00000 3520.00| 836.00000 3344.00| 1017.34000 4069.36 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 12.000 MILE| 630.00000 7560.00| 598.50000 7182.00| 728.32000 8739.84 Broken Temporary Traffic Stripe | | | 0190 701C001 27.000 MILE| 690.00000 18630.00| 655.50000 17698.50| 797.69000 21537.63 Solid Temporary Traffic Stripe | | | 0200 703A002 220.000 SQFT| 5.00000 1100.00| 4.75000 1045.00| 5.78000 1271.60 Traffic Control Markings, Class 2, Type | | | A | | | 0210 705A032 188.000 EACH| 5.00000 940.00| 4.75000 893.00| 5.78000 1086.64 Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 639.000 EACH| 5.00000 3195.00| 4.75000 3035.25| 5.78000 3693.42 Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 220.000 SQFT| 8.00000 1760.00| 7.25000 1595.00| 9.25000 2035.00 Construction Signs | | | 0240 740E000 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 20.81000 1040.50 Cones (36 Inches High) | | | 0250 740M001 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 5.65000 282.50 Ballast For Cone | | | 0260 740O000 1.000 EACH| 4500.00000 4500.00| 2500.00000 2500.00| 2906.00000 2906.00 Pilot Car | | | 0270 998A000 LUMP| 0.00000 0.00| 2500.00000 2500.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 45,500.00) | | | SECTION TOTALS | $ 855,131.50| $ 864,028.96| $ 872,776.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 855,131.50| $ 864,028.96| $ 872,776.39 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20060222044 COUNTIES : ELMORE LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01023 |( ) |( ) |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 760.000 LF | 3.50000 2660.00| | Removing Guardrail | | | 0020 405A000 7322.000 GAL | 1.25000 9152.50| | Tack Coat | | | 0030 408A054 1093.000 SQYD| 3.00000 3279.00| | Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0040 408A055 1548.000 SQYD| 4.15000 6424.20| | Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0050 429A216 3580.000 TON | 44.50000 159310.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429A218 2441.000 TON | 46.75000 114116.75| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 429B220 8949.000 TON | 40.00000 357960.00| | Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0080 429B225 100.000 TON | 95.00000 9500.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0090 430B043 2556.000 TON | 27.50000 70290.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0100 600A000 LUMP| 24500.00000 24500.00| | Mobilization | | | 0110 630A001 300.000 LF | 15.00000 4500.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0120 630A015 760.000 LF | 16.00000 12160.00| | Steel Beam Guardrail, Class B, Type 2 | | | (Steel Post) | | | 0130 630C022 12.000 EACH| 1200.00000 14400.00| | Guardrail End Anchor, Type Special | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 044 -5 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20060222044 COUNTIES : ELMORE LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 01023 |( ) |( ) |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630C070 12.000 EACH| 1375.00000 16500.00| | Guardrail End Anchor, Type 10 Series | | | 0150 701A031 13.000 MILE| 1250.00000 16250.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 9.000 MILE| 1500.00000 13500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 4.000 MILE| 880.00000 3520.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 12.000 MILE| 630.00000 7560.00| | Broken Temporary Traffic Stripe | | | 0190 701C001 27.000 MILE| 690.00000 18630.00| | Solid Temporary Traffic Stripe | | | 0200 703A002 220.000 SQFT| 5.00000 1100.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0210 705A032 188.000 EACH| 5.00000 940.00| | Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 639.000 EACH| 5.00000 3195.00| | Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 220.000 SQFT| 8.75000 1925.00| | Construction Signs | | | 0240 740E000 50.000 EACH| 18.00000 900.00| | Cones (36 Inches High) | | | 0250 740M001 50.000 EACH| 8.00000 400.00| | Ballast For Cone | | | 0260 740O000 1.000 EACH| 3100.00000 3100.00| | Pilot Car | | | 0270 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 45,500.00) | | | SECTION TOTALS | $ 875,772.45| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 875,772.45| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20060222045 COUNTIES : COLBERT LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-8831(600) for constructing the Resurfacing and Traffic Stripe on CR-40 from SR-133 to CR-45 northeast of Muscle Shoals. Length 1.720 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 180,620.80 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 192,782.66 106.7334% 3 18031 ROGERS GROUP, INC. $ 198,158.41 109.7096% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060222045 COUNTIES : COLBERT LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 01087 |( 3 ) 18031 |JOE KEENUM EXCAVATION & CON |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 40.000 SQYD| 30.00000 1200.00| 56.30000 2252.00| 80.00000 3200.00 Removing Concrete Driveway | | | 0020 305B060 999.000 TON | 12.00000 11988.00| 20.69000 20669.31| 15.00000 14985.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 401B108 24218.000 SQYD| 1.10000 26639.80| 1.12000 27124.16| 1.25000 30272.50 Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 100.000 GAL | 3.00000 300.00| 1.15000 115.00| 2.50000 250.00 Tack Coat | | | 0050 429A260 2216.000 TON | 45.00000 99720.00| 46.17000 102312.72| 48.50000 107476.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0060 429A266 200.000 TON | 50.00000 10000.00| 61.45000 12290.00| 53.00000 10600.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0070 600A000 LUMP| 5000.00000 5000.00| 6766.74000 6766.74| 7982.91000 7982.91 Mobilization | | | 0080 701A031 4.000 MILE| 1250.00000 5000.00| 1331.25000 5325.00| 1285.00000 5140.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 2.000 MILE| 1350.00000 2700.00| 1437.75000 2875.50| 1500.00000 3000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 2.000 MILE| 1350.00000 2700.00| 852.00000 1704.00| 900.00000 1800.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 4.000 MILE| 650.00000 2600.00| 692.25000 2769.00| 680.00000 2720.00 Broken Temporary Traffic Stripe | | | 0120 701C001 4.000 MILE| 750.00000 3000.00| 798.75000 3195.00| 750.00000 3000.00 Solid Temporary Traffic Stripe | | | 0130 703A002 420.000 SQFT| 4.00000 1680.00| 4.26000 1789.20| 5.00000 2100.00 Traffic Control Markings, Class 2, Type | | | A | | | 0140 705A032 46.000 EACH| 6.00000 276.00| 6.39000 293.94| 5.50000 253.00 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060222045 COUNTIES : COLBERT LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 01087 |( 3 ) 18031 |JOE KEENUM EXCAVATION & CON |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 705A037 182.000 EACH| 6.00000 1092.00| 6.39000 1162.98| 5.50000 1001.00 Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 177.000 SQFT| 5.00000 885.00| 9.03000 1598.31| 21.00000 3717.00 Construction Signs | | | 0170 740E000 60.000 EACH| 10.00000 600.00| 5.13000 307.80| 6.00000 360.00 Cones (36 Inches High) | | | 0180 740M001 60.000 EACH| 4.00000 240.00| 3.85000 231.00| 5.00000 300.00 Ballast For Cone | | | 0190 998A000 LUMP| 5000.00000 5000.00| 1.00000 1.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 10,000.00) | | | SECTION TOTALS | $ 180,620.80| $ 192,782.66| $ 198,158.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 180,620.80| $ 192,782.66| $ 198,158.41 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20060222047 COUNTIES : CHILTON LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1111(200) for constructing the Resurfacing and Traffic Stripe on CR-24 from CR-49 to SR-3 (US-31) southeast of Clanton. Length 5.582 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03097 CHILTON PAVING & ASPHALT, LLC $ 724,660.14 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 765,853.11 105.6845% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 797,025.07 109.9861% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 817,549.73 112.8184% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060222047 COUNTIES : CHILTON LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 01087 |( 3 ) 23024 |CHILTON PAVING & ASPHALT, L |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 100.000 LF | 1.14000 114.00| 3.00000 300.00| 1.88000 188.00 Removing Guardrail | | | 0020 210D021 2000.000 CUYD| 13.98000 27960.00| 6.05000 12100.00| 5.50000 11000.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 212A000 581.000 STA | 18.13000 10533.53| 25.76000 14966.56| 18.75000 10893.75 Machine Grading Shoulders | | | 0040 405A000 4305.000 GAL | 1.65000 7103.25| 1.21000 5209.05| 0.75000 3228.75 Tack Coat | | | 0050 429A216 3010.000 TON | 41.68000 125456.80| 46.45000 139814.50| 51.00000 153510.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429B220 8050.000 TON | 37.35000 300667.50| 42.05000 338502.50| 45.00000 362250.00 Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0070 429C224 1200.000 TON | 50.18000 60216.00| 51.70000 62040.00| 51.00000 61200.00 Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0080 429C226 1200.000 TON | 44.92000 53904.00| 42.85000 51420.00| 51.00000 61200.00 Improved Bituminous Concrete Base Layer | | | Leveling, 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0090 600A000 LUMP| 13742.69000 13742.69| 46050.00000 46050.00| 37500.00000 37500.00 Mobilization | | | 0100 630A001 650.000 LF | 25.43000 16529.50| 18.00000 11700.00| 22.56000 14664.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C001 1.000 EACH| 1011.56000 1011.56| 700.00000 700.00| 822.50000 822.50 Guardrail End Anchor, Type 8 | | | 0120 630C022 8.000 EACH| 1734.10000 13872.80| 1200.00000 9600.00| 1504.00000 12032.00 Guardrail End Anchor, Type Special | | | 0130 630C050 11.000 EACH| 1849.71000 20346.81| 1900.00000 20900.00| 1692.00000 18612.00 Guardrail End Anchor, Type 20 Series | | | 0140 652A100 4.000 ACRE| 924.86000 3699.44| 475.00000 1900.00| 470.00000 1880.00 Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060222047 COUNTIES : CHILTON LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 01087 |( 3 ) 23024 |CHILTON PAVING & ASPHALT, L |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 656A010 4.000 ACRE| 982.66000 3930.64| 400.00000 1600.00| 470.00000 1880.00 Mulching | | | 0160 665F000 200.000 EACH| 9.25000 1850.00| 8.00000 1600.00| 5.64000 1128.00 Hay Bales | | | 0170 665J000 600.000 LF | 3.76000 2256.00| 3.60000 2160.00| 3.29000 1974.00 Silt Fence, Type A | | | 0180 665O001 600.000 LF | 2.02000 1212.00| 0.25000 150.00| 0.47000 282.00 Silt Fence Removal | | | 0190 701A030 11.000 MILE| 1023.12000 11254.32| 800.00000 8800.00| 752.00000 8272.00 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0200 701A034 7.000 MILE| 1023.12000 7161.84| 800.00000 5600.00| 752.00000 5264.00 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0210 701A044 4.000 MILE| 404.62000 1618.48| 350.00000 1400.00| 329.00000 1316.00 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0220 701C000 4.000 MILE| 728.32000 2913.28| 400.00000 1600.00| 376.00000 1504.00 Broken Temporary Traffic Stripe | | | 0230 701C001 29.000 MILE| 797.69000 23133.01| 550.00000 15950.00| 517.00000 14993.00 Solid Temporary Traffic Stripe | | | 0240 703A004 452.000 SQFT| 4.05000 1830.60| 2.00000 904.00| 1.88000 849.76 Traffic Control Markings, Class 2T, | | | Type A | | | 0250 703B004 137.000 SQFT| 5.78000 791.86| 2.00000 274.00| 1.88000 257.56 Traffic Control Legends, Class 2T, Type | | | A | | | 0260 705A032 110.000 EACH| 6.36000 699.60| 5.00000 550.00| 4.70000 517.00 Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 540.000 EACH| 6.36000 3434.40| 5.00000 2700.00| 4.70000 2538.00 Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 375.000 SQFT| 9.25000 3468.75| 7.50000 2812.50| 7.25000 2718.75 Construction Signs | | | 0290 740E000 50.000 EACH| 20.81000 1040.50| 1.00000 50.00| 1.00000 50.00 Cones (36 Inches High) | | | 0300 740O000 1.000 EACH| 2906.98000 2906.98| 4500.00000 4500.00| 2500.00000 2500.00 Pilot Car | | | 0310 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 2000.00000 2000.00 Construction Fuel (Maximum Bid Limited | | | To $ 38,000.00) | | | SECTION TOTALS | $ 724,660.14| $ 765,853.11| $ 797,025.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 724,660.14| $ 765,853.11| $ 797,025.07 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060222047 COUNTIES : CHILTON LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 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 206D001 100.000 LF | 3.24000 324.00| | Removing Guardrail | | | 0020 210D021 2000.000 CUYD| 17.53000 35060.00| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 212A000 581.000 STA | 17.31000 10057.11| | Machine Grading Shoulders | | | 0040 405A000 4305.000 GAL | 1.38000 5940.90| | Tack Coat | | | 0050 429A216 3010.000 TON | 53.78000 161877.80| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429B220 8050.000 TON | 41.77000 336248.50| | Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0070 429C224 1200.000 TON | 65.84000 79008.00| | Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0080 429C226 1200.000 TON | 49.45000 59340.00| | Improved Bituminous Concrete Base Layer | | | Leveling, 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0090 600A000 LUMP| 19042.57000 19042.57| | Mobilization | | | 0100 630A001 650.000 LF | 20.01000 13006.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C001 1.000 EACH| 755.93000 755.93| | Guardrail End Anchor, Type 8 | | | 0120 630C022 8.000 EACH| 1295.88000 10367.04| | Guardrail End Anchor, Type Special | | | 0130 630C050 11.000 EACH| 2051.81000 22569.91| | Guardrail End Anchor, Type 20 Series | | | 0140 652A100 4.000 ACRE| 539.95000 2159.80| | Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060222047 COUNTIES : CHILTON LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 656A010 4.000 ACRE| 539.95000 2159.80| | Mulching | | | 0160 665F000 200.000 EACH| 6.48000 1296.00| | Hay Bales | | | 0170 665J000 600.000 LF | 3.78000 2268.00| | Silt Fence, Type A | | | 0180 665O001 600.000 LF | 0.54000 324.00| | Silt Fence Removal | | | 0190 701A030 11.000 MILE| 863.92000 9503.12| | Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0200 701A034 7.000 MILE| 863.92000 6047.44| | Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0210 701A044 4.000 MILE| 377.97000 1511.88| | Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0220 701C000 4.000 MILE| 431.96000 1727.84| | Broken Temporary Traffic Stripe | | | 0230 701C001 29.000 MILE| 593.94000 17224.26| | Solid Temporary Traffic Stripe | | | 0240 703A004 452.000 SQFT| 2.16000 976.32| | Traffic Control Markings, Class 2T, | | | Type A | | | 0250 703B004 137.000 SQFT| 2.16000 295.92| | Traffic Control Legends, Class 2T, Type | | | A | | | 0260 705A032 110.000 EACH| 5.40000 594.00| | Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 540.000 EACH| 5.40000 2916.00| | Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 375.000 SQFT| 8.33000 3123.75| | Construction Signs | | | 0290 740E000 50.000 EACH| 4.60000 230.00| | Cones (36 Inches High) | | | 0300 740O000 1.000 EACH| 11593.34000 11593.34| | Pilot Car | | | 0310 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 38,000.00) | | | SECTION TOTALS | $ 817,549.73| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 817,549.73| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20060222048 COUNTIES : CULLMAN LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-2204(200) for constructing the Resurfacing and Traffic Stripe on CR-509 from SR-91 to the Garden City town limits. Length 4.687 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 888,037.19 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 907,790.84 102.2244% 3 23009 WHITAKER CONTRACTING CORPORATION $ 912,076.85 102.7071% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,062,792.43 119.6788% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20060222048 COUNTIES : CULLMAN LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 23009 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B108 55650.000 SQYD| 0.83190 46295.24| 0.84330 46929.65| 0.81500 45354.75 Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 1670.000 GAL | 1.20000 2004.00| 2.00000 3340.00| 2.50000 4175.00 Tack Coat | | | 0030 429A241 5050.000 TON | 45.36000 229068.00| 43.44000 219372.00| 47.22000 238461.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0040 429B241 7135.000 TON | 41.16000 293676.60| 37.61000 268347.35| 40.67000 290180.45 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0050 429B245 1500.000 TON | 41.16000 61740.00| 62.05000 93075.00| 45.45000 68175.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0060 429B249 1500.000 TON | 41.16000 61740.00| 47.08000 70620.00| 45.45000 68175.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0070 429C251 1455.000 TON | 40.17000 58447.35| 42.60000 61983.00| 46.43000 67555.65 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0080 430B014 4800.000 TON | 14.31000 68688.00| 8.00000 38400.00| 9.00000 43200.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0090 600A000 LUMP| 5000.00000 5000.00| 55055.24000 55055.24| 40400.00000 40400.00 Mobilization | | | 0100 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 3.00000 300.00 Hay Bales | | | 0110 665J000 500.000 LF | 2.56000 1280.00| 5.00000 2500.00| 2.00000 1000.00 Silt Fence, Type A | | | 0120 665O001 500.000 LF | 0.50000 250.00| 1.00000 500.00| 1.00000 500.00 Silt Fence Removal | | | 0130 701A031 10.000 MILE| 1250.00000 12500.00| 1325.00000 13250.00| 1250.00000 12500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20060222048 COUNTIES : CULLMAN LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 23009 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A035 10.000 MILE| 1350.00000 13500.00| 1431.00000 14310.00| 1350.00000 13500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 1.000 MILE| 750.00000 750.00| 795.00000 795.00| 750.00000 750.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 1.000 MILE| 650.00000 650.00| 689.00000 689.00| 650.00000 650.00 Broken Temporary Traffic Stripe | | | 0170 701C001 20.000 MILE| 700.00000 14000.00| 742.00000 14840.00| 700.00000 14000.00 Solid Temporary Traffic Stripe | | | 0180 703A002 120.000 SQFT| 4.00000 480.00| 4.24000 508.80| 4.00000 480.00 Traffic Control Markings, Class 2, Type | | | A | | | 0190 740B000 340.000 SQFT| 8.00000 2720.00| 7.87000 2675.80| 8.00000 2720.00 Construction Signs | | | 0200 740E000 100.000 EACH| 10.00000 1000.00| 1.00000 100.00| 0.00000 0.00 Cones (36 Inches High) | | | 0210 998A000 LUMP| 13748.00000 13748.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 46,500.00) | | | SECTION TOTALS | $ 888,037.19| $ 907,790.84| $ 912,076.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 888,037.19| $ 907,790.84| $ 912,076.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20060222048 COUNTIES : CULLMAN LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 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 401B108 55650.000 SQYD| 0.92000 51198.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 1670.000 GAL | 1.23000 2054.10| | Tack Coat | | | 0030 429A241 5050.000 TON | 49.26000 248763.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0040 429B241 7135.000 TON | 44.73000 319148.55| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0050 429B245 1500.000 TON | 76.49000 114735.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0060 429B249 1500.000 TON | 51.95000 77925.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0070 429C251 1455.000 TON | 45.51000 66217.05| | Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0080 430B014 4800.000 TON | 19.28000 92544.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0090 600A000 LUMP| 32147.38000 32147.38| | Mobilization | | | 0100 665F000 100.000 EACH| 4.70000 470.00| | Hay Bales | | | 0110 665J000 500.000 LF | 2.94000 1470.00| | Silt Fence, Type A | | | 0120 665O001 500.000 LF | 1.76000 880.00| | Silt Fence Removal | | | 0130 701A031 10.000 MILE| 1434.25000 14342.50| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 048 -5 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20060222048 COUNTIES : CULLMAN LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A035 10.000 MILE| 1674.22000 16742.20| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 1.000 MILE| 1004.54000 1004.54| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 1.000 MILE| 781.31000 781.31| | Broken Temporary Traffic Stripe | | | 0170 701C001 20.000 MILE| 837.11000 16742.20| | Solid Temporary Traffic Stripe | | | 0180 703A002 120.000 SQFT| 5.58000 669.60| | Traffic Control Markings, Class 2, Type | | | A | | | 0190 740B000 340.000 SQFT| 9.40000 3196.00| | Construction Signs | | | 0200 740E000 100.000 EACH| 17.62000 1762.00| | Cones (36 Inches High) | | | 0210 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 46,500.00) | | | SECTION TOTALS | $ 1,062,792.43| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,062,792.43| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20060222049 COUNTIES : FRANKLIN LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-3032(200) for constructing the Resurfacing and Traffic Stripe on CR-22 from 1.02 miles east of SR-187 to SR-17 (US-43) south of Russellville. Length 6.345 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 732,763.58 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 766,932.92 104.6631% 3 20011 TRI-COUNTY CONSTRUCTION, INC. $ 837,861.68 114.3427% 4 18031 ROGERS GROUP, INC. $ 890,580.16 121.5372% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060222049 COUNTIES : FRANKLIN LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( 3 ) 20011 |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. |TRI-COUNTY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201B001 1.000 ACRE| 15404.20000 15404.20| 15000.00000 15000.00| 15000.00000 15000.00 Selective Clearing | | | 0020 305B060 3905.000 TON | 19.02000 74273.10| 15.00000 58575.00| 15.50000 60527.50 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 401A006 69883.000 SQYD| 0.78000 54508.74| 0.80610 56332.69| 0.74000 51713.42 Bituminous Treatment G | | | 0040 405A000 2097.000 GAL | 1.15000 2411.55| 1.50000 3145.50| 1.20000 2516.40 Tack Coat | | | 0050 429A200 2773.000 TON | 45.99000 127530.27| 48.00000 133104.00| 55.28000 153291.44 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A220 1995.000 TON | 47.07000 93904.65| 48.00000 95760.00| 52.89000 105515.55 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429B200 4117.000 TON | 38.61000 158957.37| 43.00000 177031.00| 51.06000 210214.02 Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0080 429B208 400.000 TON | 46.10000 18440.00| 47.00000 18800.00| 68.71000 27484.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429B220 2871.000 TON | 38.99000 111940.29| 43.00000 123453.00| 45.35000 130199.85 Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0100 600A000 LUMP| 8844.27000 8844.27| 17500.00000 17500.00| 15000.00000 15000.00 Mobilization | | | 0110 701A031 13.000 MILE| 1371.45000 17828.85| 1402.50000 18232.50| 1275.00000 16575.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 11.000 MILE| 1613.48000 17748.28| 1650.00000 18150.00| 1500.00000 16500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060222049 COUNTIES : FRANKLIN LETTING DATE : 02/22/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( 3 ) 20011 |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. |TRI-COUNTY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A045 2.000 MILE| 1021.87000 2043.74| 1045.00000 2090.00| 950.00000 1900.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C002 4.000 MILE| 731.44000 2925.76| 748.00000 2992.00| 680.00000 2720.00 Broken Temporary Traffic Stripe (Paint) | | | 0150 701C003 22.000 MILE| 806.74000 17748.28| 825.00000 18150.00| 750.00000 16500.00 Solid Temporary Traffic Stripe (Paint) | | | 0160 705A032 85.000 EACH| 5.92000 503.20| 6.05000 514.25| 5.50000 467.50 Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 750.000 EACH| 5.92000 4440.00| 6.05000 4537.50| 5.50000 4125.00 Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 301.000 SQFT| 9.03000 2718.03| 7.98000 2401.98| 12.00000 3612.00 Construction Signs | | | 0190 740E000 50.000 EACH| 8.29000 414.50| 14.92000 746.00| 12.00000 600.00 Cones (36 Inches High) | | | 0200 740M001 50.000 EACH| 3.55000 177.50| 8.35000 417.50| 8.00000 400.00 Ballast For Cone | | | 0210 998A000 LUMP| 1.00000 1.00| 0.00000 0.00| 3000.00000 3000.00 Construction Fuel (Maximum Bid Limited | | | To $ 33,500.00) | | | SECTION TOTALS | $ 732,763.58| $ 766,932.92| $ 837,861.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 732,763.58| $ 766,932.92| $ 837,861.68 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060222049 COUNTIES : FRANKLIN LETTING DATE : 02/22/06 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 201B001 1.000 ACRE| 25000.00000 25000.00| | Selective Clearing | | | 0020 305B060 3905.000 TON | 21.00000 82005.00| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 401A006 69883.000 SQYD| 1.25000 87353.75| | Bituminous Treatment G | | | 0040 405A000 2097.000 GAL | 2.00000 4194.00| | Tack Coat | | | 0050 429A200 2773.000 TON | 50.00000 138650.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A220 1995.000 TON | 50.00000 99750.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429B200 4117.000 TON | 46.00000 189382.00| | Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0080 429B208 400.000 TON | 55.00000 22000.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429B220 2871.000 TON | 45.00000 129195.00| | Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0100 600A000 LUMP| 47190.91000 47190.91| | Mobilization | | | 0110 701A031 13.000 MILE| 1275.00000 16575.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 11.000 MILE| 1500.00000 16500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 049 -5 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060222049 COUNTIES : FRANKLIN LETTING DATE : 02/22/06 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A045 2.000 MILE| 950.00000 1900.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C002 4.000 MILE| 680.00000 2720.00| | Broken Temporary Traffic Stripe (Paint) | | | 0150 701C003 22.000 MILE| 750.00000 16500.00| | Solid Temporary Traffic Stripe (Paint) | | | 0160 705A032 85.000 EACH| 5.50000 467.50| | Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 750.000 EACH| 5.50000 4125.00| | Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 301.000 SQFT| 21.00000 6321.00| | Construction Signs | | | 0190 740E000 50.000 EACH| 10.00000 500.00| | Cones (36 Inches High) | | | 0200 740M001 50.000 EACH| 5.00000 250.00| | Ballast For Cone | | | 0210 998A000 LUMP| 1.00000 1.00| | Construction Fuel (Maximum Bid Limited | | | To $ 33,500.00) | | | SECTION TOTALS | $ 890,580.16| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 890,580.16| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20060222050 COUNTIES : HALE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3305(201) for constructing the Resurfacing and Traffic Stripe on CR-10 from SR-69 to SR-25 southwest of Newbern. Length 4.632 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 490,153.00 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 530,511.30 108.2338% 3 01087 APAC-SOUTHEAST, INC. $ 627,375.15 127.9958% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20060222050 COUNTIES : HALE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2718.000 GAL | 1.75000 4756.50| 1.50000 4077.00| 1.40000 3805.20 Tack Coat | | | 0020 429A201 4710.000 TON | 49.75000 234322.50| 57.48000 270730.80| 69.45000 327109.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A207 2000.000 TON | 51.50000 103000.00| 60.60000 121200.00| 70.15000 140300.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 429B213 897.000 TON | 54.25000 48662.25| 64.00000 57408.00| 75.85000 68037.45 Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 38500.00000 38500.00| 18100.00000 18100.00| 25230.00000 25230.00 Mobilization | | | 0060 630A001 310.000 LF | 26.00000 8060.00| 26.00000 8060.00| 26.00000 8060.00 Steel Beam Guardrail, Class A, Type 2 | | | 0070 630C050 12.000 EACH| 2050.00000 24600.00| 2050.00000 24600.00| 2050.00000 24600.00 Guardrail End Anchor, Type 20 Series | | | 0080 701A004 10.000 MILE| 480.00000 4800.00| 480.00000 4800.00| 480.00000 4800.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0090 701A008 3.000 MILE| 250.00000 750.00| 250.00000 750.00| 250.00000 750.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0100 701A012 7.000 MILE| 480.00000 3360.00| 480.00000 3360.00| 480.00000 3360.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701C000 3.000 MILE| 680.00000 2040.00| 680.00000 2040.00| 680.00000 2040.00 Broken Temporary Traffic Stripe | | | 0120 701C001 7.000 MILE| 750.00000 5250.00| 750.00000 5250.00| 750.00000 5250.00 Solid Temporary Traffic Stripe | | | 0130 703A000 60.000 SQFT| 2.00000 120.00| 2.00000 120.00| 2.00000 120.00 Traffic Control Markings, Class 1, Type | | | A | | | 0140 705A032 189.000 EACH| 5.50000 1039.50| 5.50000 1039.50| 5.50000 1039.50 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20060222050 COUNTIES : HALE LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 705A037 1037.000 EACH| 5.50000 5703.50| 5.50000 5703.50| 5.50000 5703.50 Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 205.000 SQFT| 9.75000 1998.75| 8.50000 1742.50| 10.00000 2050.00 Construction Signs | | | 0170 740E000 30.000 EACH| 18.00000 540.00| 1.00000 30.00| 4.00000 120.00 Cones (36 Inches High) | | | 0180 740O000 1.000 EACH| 2650.00000 2650.00| 1500.00000 1500.00| 5000.00000 5000.00 Pilot Car | | | 0190 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 23,000.00) | | | SECTION TOTALS | $ 490,153.00| $ 530,511.30| $ 627,375.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 490,153.00| $ 530,511.30| $ 627,375.15 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20060222051 COUNTIES : MARENGO LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-4605(200) for constructing the Leveling, Resurfacing and Traffic Stripe on CR-30 from US-43 through Shiloh to 0.2 miles west of CR-32. Length 6.399 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01073 ASPHALT SUPPLY, LLC $ 627,079.39 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060222051 COUNTIES : MARENGO LETTING DATE : 02/22/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( ) |( ) |ASPHALT SUPPLY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 4510.000 GAL | 1.84000 8298.40| | Tack Coat | | | 0020 424A340 4700.000 TON | 51.00000 239700.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A346 4700.000 TON | 50.00000 235000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 600A000 LUMP| 71000.00000 71000.00| | Mobilization | | | 0050 701A030 13.000 MILE| 983.00000 12779.00| | Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0060 701A034 9.000 MILE| 983.00000 8847.00| | Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0070 701A044 4.000 MILE| 389.00000 1556.00| | Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0080 701C000 4.000 MILE| 756.00000 3024.00| | Broken Temporary Traffic Stripe | | | 0090 701C001 9.000 MILE| 834.00000 7506.00| | Solid Temporary Traffic Stripe | | | 0100 703A004 75.000 SQFT| 5.56000 417.00| | Traffic Control Markings, Class 2T, | | | Type A | | | 0110 705A032 165.000 EACH| 6.11000 1008.15| | Pavement Markers, Class A-H, Type 1-B | | | 0120 705A037 544.000 EACH| 6.11000 3323.84| | Pavement Markers, Class A-H, Type 2-D | | | 0130 740B000 262.000 SQFT| 10.00000 2620.00| | Construction Signs | | | 0140 740O000 1.000 EACH| 4000.00000 4000.00| | Pilot Car | | | 0150 998A000 LUMP| 28000.00000 28000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 28,000.00) | | | SECTION TOTALS | $ 627,079.39| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 627,079.39| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20060222052 COUNTIES : PERRY LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-5301(200) for constructing the Resurfacing and Traffic Stripe on CR-1 from the Dallas County line to the Uniontown city limits. Length 8.400 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 835,920.50 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20060222052 COUNTIES : PERRY LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( ) |( ) |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 2000.000 CUYD| 14.25000 28500.00| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 212A000 888.000 STA | 19.00000 16872.00| | Machine Grading Shoulders | | | 0030 405A000 6250.000 GAL | 1.25000 7812.50| | Tack Coat | | | 0040 429A201 8500.000 TON | 46.50000 395250.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429C205 500.000 TON | 80.00000 40000.00| | Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 429C206 4050.000 TON | 50.40000 204120.00| | Improved Bituminous Concrete Base Layer | | | Leveling, 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 600A000 LUMP| 91700.00000 91700.00| | Mobilization | | | 0080 701A030 18.000 MILE| 880.00000 15840.00| | Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0090 701A034 12.000 MILE| 880.00000 10560.00| | Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0100 701A044 6.000 MILE| 350.00000 2100.00| | Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0110 701C000 6.000 MILE| 680.00000 4080.00| | Broken Temporary Traffic Stripe | | | 0120 701C001 18.000 MILE| 750.00000 13500.00| | Solid Temporary Traffic Stripe | | | 0130 740B000 168.000 SQFT| 14.50000 2436.00| | Construction Signs | | | 0140 740O000 1.000 EACH| 3150.00000 3150.00| | Pilot Car | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20060222052 COUNTIES : PERRY LETTING DATE : 02/22/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( ) |( ) |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 36,000.00) | | | SECTION TOTALS | $ 835,920.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 835,920.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20060222055 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 CONTRACT TIME : 370 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : ST-659-16 for constructing the Widening (Grade, Drainage, Pavement and Signals) on SR-150 from east of Shades Creek to I-459 in Hoover. Length 1.960 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 6,680,543.73 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 7,073,585.58 105.8834% 3 18024 RACON, INC. $ 7,656,738.36 114.6125% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20060222055 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 18024 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 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 206B000M LUMP| 25066.82000 25066.82| 5000.00000 5000.00| 110000.00000 110000.00 Removal Of Old Box Culvert, Station | | | 74+60.000 | | | 0030 206C002M 513.000 M2 | 22.64000 11614.32| 8.50000 4360.50| 15.50000 7951.50 Removing Concrete Slope Paving | | | 0040 206C010M 621.000 M2 | 18.70000 11612.70| 7.40000 4595.40| 20.34000 12631.14 Removing Concrete Driveway | | | 0050 206D000M 537.000 M | 33.76000 18129.12| 35.00000 18795.00| 43.94000 23595.78 Removing Pipe | | | 0060 206D001M 334.000 M | 12.88000 4301.92| 8.00000 2672.00| 10.92000 3647.28 Removing Guardrail | | | 0070 206D002M 42.000 M | 15.51000 651.42| 25.00000 1050.00| 26.57000 1115.94 Removing Curb | | | 0080 206D003M 1095.000 M | 15.91000 17421.45| 19.00000 20805.00| 26.57000 29094.15 Removing Curb And Gutter | | | 0090 206E001M 7.000 EACH| 1037.12000 7259.84| 400.00000 2800.00| 2251.00000 15757.00 Removing Inlets | | | 0100 206E019M 5.000 EACH| 103.00000 515.00| 180.00000 900.00| 112.00000 560.00 Removing Guardrail End Anchor (Type 10) | | | 0110 206E042M 2.000 EACH| 1426.23000 2852.46| 240.00000 480.00| 1830.00000 3660.00 Removing Inlets (Partial) | | | 0120 210A000M 34590.000 M3 | 28.28000 978205.20| 25.00000 864750.00| 22.20000 767898.00 Unclassified Excavation | | | 0130 210D000M 27433.000 M3 | 23.60000 647418.80| 11.50000 315479.50| 19.55000 536315.15 Borrow Excavation | | | 0140 210F001M 557.000 MTON| 26.42000 14715.94| 25.00000 13925.00| 30.00000 16710.00 Borrow Excavation (Underwater | | | Embankment) | | | 0150 214A000M 2805.000 M3 | 33.56000 94135.80| 17.50000 49087.50| 32.70000 91723.50 Structure Excavation | | | 0160 214B001M 1207.000 M3 | 26.29000 31732.03| 25.00000 30175.00| 40.00000 48280.00 Foundation Backfill, Commercial | | | 0170 301A012M 141.000 M2 | 16.08000 2267.28| 35.50000 5005.50| 25.00000 3525.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20060222055 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 18024 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 401B108M 2331.000 M2 | 5.13000 11958.03| 5.60000 13053.60| 5.57000 12983.67 Bituminous Treatment G (With Polymer | | | Additive) | | | 0190 405A000M 12183.000 L | 0.39000 4751.37| 0.36000 4385.88| 0.37000 4507.71 Tack Coat | | | 0200 410C000M 1.000 EACH| 29588.44000 29588.44| 12300.00000 12300.00| 12320.00000 12320.00 Contractor Retained Profilograph | | | 0210 420A015M 2030.000 MTON| 90.21000 183126.30| 95.00000 192850.00| 91.56000 185866.80 Polymer Modified Open Graded Friction | | | Course | | | 0220 424A360M 3812.000 MTON| 62.14000 236877.68| 78.00000 297336.00| 66.92000 255099.04 Superpave Bituminous Concrete Wearing | | | Surface Layer,12.5 mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424B651M 8687.000 MTON| 52.60000 456936.20| 57.00000 495159.00| 57.12000 496201.44 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 424B681M 8687.000 MTON| 52.60000 456936.20| 57.00000 495159.00| 57.12000 496201.44 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424B687M 3169.000 MTON| 59.47000 188460.43| 63.15000 200122.35| 63.28000 200534.32 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424C360M 16751.000 MTON| 51.85000 868539.35| 60.00000 1005060.00| 59.08000 989649.08 Superpave Bituminous Concrete Base | | | Layer, 25 mm Maximum Aggregate Size Mix,| | | ESAL Range C/D | | | 0270 502A000M 5953.000 KG | 1.70000 10120.10| 1.85000 11013.05| 2.25000 13394.25 Steel Reinforcement | | | 0280 502A001M 21754.000 KG | 1.70000 36981.80| 1.85000 40244.90| 2.25000 48946.50 Steel Reinforcement (Grade 400) | | | 0290 524A010M 203.000 M3 | 834.30000 169362.90| 950.00000 192850.00| 750.00000 152250.00 Culvert Concrete | | | 0300 529A010M 260.000 M2 | 334.75000 87035.00| 370.00000 96200.00| 535.00000 139100.00 Retaining Wall | | | 0310 530A001M 24.000 M | 129.39000 3105.36| 240.00000 5760.00| 123.18000 2956.32 450 mm Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 055 -4 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20060222055 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 18024 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 530A002M 18.000 M | 185.32000 3335.76| 280.00000 5040.00| 161.32000 2903.76 600 mm Roadway Pipe (Class 3 R.C.) | | | 0330 530A004M 37.000 M | 191.22000 7075.14| 360.00000 13320.00| 242.25000 8963.25 900 mm Roadway Pipe (Class 3 R.C.) | | | 0340 530A006M 15.000 M | 376.78000 5651.70| 500.00000 7500.00| 343.05000 5145.75 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0350 530A102M 3.000 M | 337.38000 1012.14| 600.00000 1800.00| 374.84000 1124.52 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0360 530A807M 7.000 M | 193.77000 1356.39| 250.00000 1750.00| 164.95000 1154.65 450 mm Roadway Pipe (3.5 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0370 533A098M 779.000 M | 131.44000 102391.76| 200.00000 155800.00| 109.82000 85549.78 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0380 533A100M 153.000 M | 208.82000 31949.46| 300.00000 45900.00| 214.67000 32844.51 750 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0390 533A101M 15.000 M | 289.42000 4341.30| 360.00000 5400.00| 262.81000 3942.15 900 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0400 535A001M 19.000 M | 134.10000 2547.90| 240.00000 4560.00| 123.17000 2340.23 450 mm Side Drain Pipe | | | 0410 535A002M 28.000 M | 191.43000 5360.04| 290.00000 8120.00| 161.46000 4520.88 600 mm Side Drain Pipe | | | 0420 600A000M LUMP| 447026.02000 447026.02| 830000.00000 830000.00| 959075.00000 959075.00 Mobilization | | | 0430 601A000M 1.000 EACH| 17367.13000 17367.13| 40000.00000 40000.00| 15000.00000 15000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0440 602A000M 51.000 EACH| 306.33000 15622.83| 125.00000 6375.00| 126.91000 6472.41 Right Of Way Markers | | | 0450 603A002M 1.000 EACH| 48627.95000 48627.95| 20000.00000 20000.00| 50000.00000 50000.00 Furnishing Type 3 Field Office | | | 0460 610C000M 1316.000 MTON| 26.96000 35479.36| 35.00000 46060.00| 33.00000 43428.00 Loose Riprap, Class 1 | | | 0470 610C001M 5844.000 MTON| 25.67000 150015.48| 36.00000 210384.00| 33.00000 192852.00 Loose Riprap, Class 2 | | | 0480 610D000M 4380.000 M2 | 6.74000 29521.20| 2.15000 9417.00| 2.90000 12702.00 Filter Blanket | | | 0490 614A000M 129.000 M3 | 293.55000 37867.95| 360.00000 46440.00| 327.00000 42183.00 Slope Paving | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 055 -5 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20060222055 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 18024 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 618B003M 332.000 M2 | 43.26000 14362.32| 53.00000 17596.00| 53.58000 17788.56 Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0510 619A002M 5.000 EACH| 669.50000 3347.50| 850.00000 4250.00| 808.00000 4040.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0520 619A003M 2.000 EACH| 772.50000 1545.00| 950.00000 1900.00| 859.00000 1718.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0530 619A055M 1.000 EACH| 1545.00000 1545.00| 2400.00000 2400.00| 1809.00000 1809.00 900 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0540 619A057M 1.000 EACH| 2575.00000 2575.00| 2600.00000 2600.00| 2400.00000 2400.00 1200 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0550 619A101M 2.000 EACH| 669.50000 1339.00| 825.00000 1650.00| 808.00000 1616.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A102M 2.000 EACH| 772.50000 1545.00| 952.00000 1904.00| 859.00000 1718.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 620A000M 2.000 M3 | 875.50000 1751.00| 360.00000 720.00| 942.00000 1884.00 Minor Structure Concrete | | | 0580 621A000M 3.000 EACH| 2575.00000 7725.00| 3175.00000 9525.00| 2520.00000 7560.00 Junction Boxes, Type 1, 1P Or 5 | | | 0590 621A001M 1.000 EACH| 2575.00000 2575.00| 3175.00000 3175.00| 2645.00000 2645.00 Junction Boxes, Type 1, 2P Or 5 | | | 0600 621A013M 1.000 EACH| 4635.00000 4635.00| 5700.00000 5700.00| 4613.00000 4613.00 Junction Boxes, Type Special | | | 0610 621A016M 4.000 EACH| 4635.00000 18540.00| 5700.00000 22800.00| 4825.00000 19300.00 Junction Boxes, Type 4, 1P Or 5 | | | 0620 621A057M 2.000 EACH| 3090.00000 6180.00| 3800.00000 7600.00| 3440.00000 6880.00 Junction Boxes, Type Partial | | | 0630 621B001M 1.000 EACH| 772.50000 772.50| 950.00000 950.00| 550.00000 550.00 Junction Box Units, Type 1, 2P Or 5 | | | 0640 621B013M 2.000 EACH| 772.50000 1545.00| 950.00000 1900.00| 920.00000 1840.00 Junction Box Units, Type 4, 1P Or 5 | | | 0650 621C015M 19.000 EACH| 2832.50000 53817.50| 3500.00000 66500.00| 2890.00000 54910.00 Inlets, Type S1 Or S3 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 055 -6 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20060222055 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 18024 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 621C016M 1.000 EACH| 2832.50000 2832.50| 3500.00000 3500.00| 2890.00000 2890.00 Inlets, Type S2 Or S4 (1 Wing) | | | 0670 621C017M 1.000 EACH| 3090.00000 3090.00| 3800.00000 3800.00| 3250.00000 3250.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0680 621C018M 2.000 EACH| 3090.00000 6180.00| 3800.00000 7600.00| 3250.00000 6500.00 Inlets, Type S2 Or S4 (2 Wing) | | | 0690 621D015M 6.000 EACH| 772.50000 4635.00| 950.00000 5700.00| 590.00000 3540.00 Inlet Units, Type S1 Or S3 | | | 0700 621D016M 1.000 EACH| 772.50000 772.50| 950.00000 950.00| 590.00000 590.00 Inlet Units, Type S2 Or S4 | | | 0710 621I001M 1.000 EACH| 6695.00000 6695.00| 7300.00000 7300.00| 6200.00000 6200.00 Stilling Basins, Type 1 | | | 0720 623A000M 169.000 M | 58.20000 9835.80| 98.00000 16562.00| 62.47000 10557.43 Concrete Gutter | | | 0730 623C000M 3471.000 M | 43.93000 152481.03| 35.00000 121485.00| 30.69000 106524.99 Combination Curb & Gutter, Type C | | | 0740 630A001M 1081.000 M | 55.62000 60125.22| 67.00000 72427.00| 58.80000 63562.80 Steel Beam Guardrail, Class A, Type 2 | | | 0750 630C001M 2.000 EACH| 721.00000 1442.00| 825.00000 1650.00| 784.00000 1568.00 Guardrail End Anchor, Type 8 | | | 0760 630C070M 10.000 EACH| 1802.50000 18025.00| 2350.00000 23500.00| 1792.00000 17920.00 Guardrail End Anchor, Type 10 Series | | | 0770 650A000M 264.000 M3 | 28.97000 7648.08| 25.00000 6600.00| 25.00000 6600.00 Topsoil | | | 0780 650B000M 4962.000 M3 | 22.31000 110702.22| 14.00000 69468.00| 20.00000 99240.00 Topsoil From Stockpiles | | | 0790 652A100M 4.000 HA | 1487.32000 5949.28| 1500.00000 6000.00| 1559.25000 6237.00 Seeding | | | 0800 652C000M 2.000 HA | 229.69000 459.38| 250.00000 500.00| 240.97000 481.94 Mowing | | | 0810 654A000M 2124.000 M2 | 4.59000 9749.16| 6.40000 13593.60| 4.82000 10237.68 Solid Sodding | | | 0820 656A010M 4.000 HA | 1487.32000 5949.28| 1500.00000 6000.00| 1559.25000 6237.00 Mulching | | | 0830 659A000M 6972.000 M2 | 2.83000 19730.76| 3.00000 20916.00| 2.84000 19800.48 Erosion Control Netting, Class A | | | 0840 665A001M 2.000 HA | 1149.48000 2298.96| 1300.00000 2600.00| 1204.88000 2409.76 Temporary Seeding | | | 0850 665B000M 2.000 HA | 1149.48000 2298.96| 1500.00000 3000.00| 1204.88000 2409.76 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 055 -7 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20060222055 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 18024 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 665C000M 30.000 M | 115.15000 3454.50| 117.00000 3510.00| 62.00000 1860.00 375 mm Temporary Pipe | | | 0870 665I000M 850.000 MTON| 26.38000 22423.00| 38.00000 32300.00| 40.00000 34000.00 Temporary Riprap, Class 2 | | | 0880 665J000M 3000.000 M | 10.07000 30210.00| 5.30000 15900.00| 9.00000 27000.00 Silt Fence, Type A | | | 0890 665O001M 3000.000 M | 6.68000 20040.00| 0.80000 2400.00| 4.80000 14400.00 Silt Fence Removal | | | 0900 665Q000M 170.000 M | 24.31000 4132.70| 7.30000 1241.00| 20.00000 3400.00 300 mm Wattle | | | 0910 665Q001M 240.000 M | 26.84000 6441.60| 11.60000 2784.00| 25.00000 6000.00 500 mm Wattle | | | 0920 666A001M 4.000 HA | 81.37000 325.48| 82.50000 330.00| 85.05000 340.20 Pest Control Treatment | | | 0930 680A000M LUMP| 97850.00000 97850.00| 120000.00000 120000.00| 200000.00000 200000.00 Engineering Controls | | | 0940 701A028M 3.000 KM | 927.00000 2781.00| 1100.00000 3300.00| 1008.00000 3024.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0950 701A037M 6.000 KM | 1215.40000 7292.40| 1320.00000 7920.00| 1321.60000 7929.60 Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0960 701A041M 4.000 KM | 566.50000 2266.00| 615.00000 2460.00| 616.00000 2464.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0970 701A046M 3.000 KM | 566.50000 1699.50| 615.00000 1845.00| 616.00000 1848.00 Broken Yellow, Class 2 ,Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0980 701B009M 846.000 M | 2.78000 2351.88| 3.50000 2961.00| 3.02000 2554.92 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0990 701C000M 7.000 KM | 350.20000 2451.40| 3.80000 26.60| 380.80000 2665.60 Broken Temporary Traffic Stripe | | | 1000 701C001M 30.000 KM | 386.25000 11587.50| 420.00000 12600.00| 420.00000 12600.00 Solid Temporary Traffic Stripe | | | 1010 701D007M 5.000 KM | 1019.70000 5098.50| 1110.00000 5550.00| 1108.80000 5544.00 Solid Traffic Stripe Removed (Paint) | | | 1020 701D014M 4.000 KM | 576.80000 2307.20| 650.00000 2600.00| 627.20000 2508.80 Broken Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 055 -8 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20060222055 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 18024 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 703A002M 356.000 M2 | 27.81000 9900.36| 31.00000 11036.00| 30.24000 10765.44 Traffic Control Markings, Class 2, Type | | | A | | | 1040 703B002M 34.000 M2 | 27.81000 945.54| 31.00000 1054.00| 30.24000 1028.16 Traffic Control Legends, Class 2, Type | | | 1050 703D001M 346.000 M2 | 13.91000 4812.86| 16.00000 5536.00| 15.12000 5231.52 Temporary Traffic Control Markings | | | 1060 705A030M 60.000 EACH| 5.67000 340.20| 6.50000 390.00| 6.16000 369.60 Pavement Markers, Class A-H, Type 2-C | | | 1070 705A031M 284.000 EACH| 5.67000 1610.28| 6.50000 1846.00| 6.16000 1749.44 Pavement Markers, Class A-H, Type 1-A | | | 1080 705A037M 260.000 EACH| 5.67000 1474.20| 6.50000 1690.00| 6.16000 1601.60 Pavement Markers, Class A-H, Type 2-D | | | 1090 710A120M 8.000 M2 | 181.28000 1450.24| 250.00000 2000.00| 205.00000 1640.00 Class 4, Aluminum Flat Sign Panels 2. | | | 032 mm Thickness (Type III or IV | | | Background) | | | 1100 710B001M 24.000 M | 29.20000 700.80| 25.00000 600.00| 21.33000 511.92 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1110 730A000M LUMP| 1606.80000 1606.80| 2000.00000 2000.00| 1747.20000 1747.20 Removal Of Existing Traffic Control | | | Unit ( SR-150 at Shades Crest Rd.) | | | 1120 730A012M LUMP| 1606.80000 1606.80| 2000.00000 2000.00| 1747.20000 1747.20 Removal Of Existing Traffic Control | | | Unit (Partial) ( S.R. 150 at Lake Crest | | | Drive) | | | 1130 730C000M LUMP| 10557.50000 10557.50| 13020.00000 13020.00| 11480.00000 11480.00 Furnishing And Installing Traffic | | | Control Unit ( SR-150 at Shades Crest | | | Rd.) | | | 1140 730C001M LUMP| 7622.00000 7622.00| 9400.00000 9400.00| 8288.00000 8288.00 Furnishing And Installing Traffic | | | Control Unit ( S.R. 150 at Lake Crest | | | Drive) | | | 1150 730E000M 7.000 EACH| 1854.00000 12978.00| 2285.00000 15995.00| 2016.00000 14112.00 Metal Traffic Signal Pole Foundation | | | 1160 730G001M 7.000 EACH| 6592.00000 46144.00| 8130.00000 56910.00| 7168.00000 50176.00 Metal Traffic Signal Strain Pole | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 055 -9 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20060222055 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 18024 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 730H001M 1040.000 M | 10.92000 11356.80| 13.50000 14040.00| 11.87000 12344.80 Loop Wire | | | 1180 730I001M 1160.000 M | 3.40000 3944.00| 4.20000 4872.00| 3.70000 4292.00 Loop Detector Lead-In-Cable | | | 1190 730J010M 12.000 EACH| 164.80000 1977.60| 203.00000 2436.00| 179.20000 2150.40 Vehicle Loop Detector | | | 1200 730K000M 6.000 EACH| 283.25000 1699.50| 350.00000 2100.00| 308.00000 1848.00 Traffic Signal Junction Box | | | 1210 730L003M 13.000 M | 17.00000 221.00| 21.00000 273.00| 18.48000 240.24 27 mm, Non-Metallic, Conduit | | | 1220 730L005M 227.000 M | 17.00000 3859.00| 21.00000 4767.00| 18.48000 4194.96 53 mm, Non-Metallic, Conduit | | | 1230 730N010M 7.000 EACH| 988.80000 6921.60| 1219.00000 8533.00| 1075.20000 7526.40 Luminaire Extension Assembly, (3 meters | | | 1240 730P022M 8.000 EACH| 772.50000 6180.00| 952.00000 7616.00| 840.00000 6720.00 Vehicular Signal Head, 300 mm, 3 | | | Section, Type LED | | | 1250 730P024M 3.000 EACH| 1442.00000 4326.00| 1777.00000 5331.00| 1568.00000 4704.00 Vehicular Signal Head, 300 mm, 5 | | | Section, Type LED | | | 1260 730R022M 2.000 EACH| 8755.00000 17510.00| 10800.00000 21600.00| 9520.00000 19040.00 Controller Assembly, Type III, 8 Phase | | | 1270 730T000M 2.000 EACH| 618.00000 1236.00| 762.00000 1524.00| 672.00000 1344.00 Wood Pole | | | 1280 734A012M 935.000 M | 5.15000 4815.25| 6.30000 5890.50| 5.60000 5236.00 Cable OSP, Loose Tube, 36F SM | | | 1290 734B007M 65.000 M | 3.40000 221.00| 4.20000 273.00| 3.70000 240.50 Drop Cable OSP 12F SM Central Core | | | 1300 734E000M 860.000 M | 1.70000 1462.00| 2.10000 1806.00| 1.85000 1591.00 Detectable Tape System | | | 1310 734E021M 15.000 M | 17.51000 262.65| 21.60000 324.00| 19.04000 285.60 Buried Duct HDPE SDR11 53 mm | | | 1320 734E100M 845.000 M | 40.17000 33943.65| 49.50000 41827.50| 43.68000 36909.60 Buried Duct HDPE SDR11 53 x 53 mm | | | 1330 734F002M 2.000 EACH| 257.50000 515.00| 317.00000 634.00| 280.00000 560.00 Distribution Hardware FDB 12 Fiber | | | 1340 734G002M 8.000 EACH| 51.50000 412.00| 63.50000 508.00| 56.00000 448.00 Connector FC Termination SM | | | 1350 734G009M 8.000 EACH| 51.50000 412.00| 63.50000 508.00| 56.00000 448.00 Splicing, Fusion | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 055 -10 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20060222055 COUNTIES : JEFFERSON LETTING DATE : 02/22/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 18024 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 734G120M 2.000 EACH| 772.50000 1545.00| 952.00000 1904.00| 840.00000 1680.00 Splice Closure, Under Grade, 72 Fiber | | | 1370 734H015M 8.000 EACH| 20.60000 164.80| 25.40000 203.20| 22.40000 179.20 Patch Cord Simplex, SM FC | | | 1380 734J000M 5.000 EACH| 901.25000 4506.25| 1100.00000 5500.00| 980.00000 4900.00 Commbox F1 | | | 1390 734N021M 2.000 EACH| 1648.00000 3296.00| 2032.00000 4064.00| 1792.00000 3584.00 Fiber Optic Transciever, RS-232 Remote | | | w/Power | | | 1400 740B000M 48.000 M2 | 95.79000 4597.92| 250.00000 12000.00| 93.62000 4493.76 Construction Signs | | | 1410 740D000M 400.000 EACH| 61.80000 24720.00| 120.00000 48000.00| 61.62000 24648.00 Channelizing Drums | | | 1420 740E000M 75.000 EACH| 14.94000 1120.50| 16.00000 1200.00| 15.00000 1125.00 Cones (900 mm High) | | | 1430 740F002M 4.000 EACH| 206.00000 824.00| 250.00000 1000.00| 213.30000 853.20 Barricades, Type III | | | 1440 740I005M 4.000 EACH| 894.04000 3576.16| 1175.00000 4700.00| 1042.80000 4171.20 Warning Lights, Type B (Detachable Head | | | 1450 740M001M 75.000 EACH| 9.01000 675.75| 9.00000 675.00| 15.00000 1125.00 Ballast For Cone | | | 1460 741C001M 1.000 EACH| 4560.84000 4560.84| 25000.00000 25000.00| 5451.00000 5451.00 Portable Sequential Arrow And Chevron | | | Sign Unit (Truck Mounted) | | | 1470 756A028M 190.000 M | 169.95000 32290.50| 209.00000 39710.00| 184.80000 35112.00 150mm, Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 1480 998A000M LUMP| 0.00000 0.00| 0.00000 0.00| 300000.00000 300000.00 Construction Fuel (Maximum Bid Limited | | | To $ 365,000.00) | | | SECTION TOTALS | $ 6,680,543.73| $ 7,073,585.58| $ 7,656,738.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,680,543.73| $ 7,073,585.58| $ 7,656,738.36 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 061 -1 VENDOR RANKING CALL ORDER : 061 CONTRACT ID : 20060222061 COUNTIES : DALLAS LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-306-245-041-601 for constructing the Planing, Resurfacing and Traffic Stripe on SR-41 from the Wilcox County line to SR-8 (US-80) south of Selma. Length 26.006 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 2,604,739.15 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,851,829.40 109.4862% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 061 -2 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20060222061 COUNTIES : DALLAS LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( ) |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 210D021 4000.000 CUYD| 11.25000 45000.00| 20.50000 82000.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 405A000 37000.000 GAL | 0.95000 35150.00| 0.01000 370.00| Tack Coat | | | 0030 408A051 378000.000 SQYD| 0.59000 223020.00| 0.80000 302400.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 424A361 39700.000 TON | 40.00000 1588000.00| 43.80000 1738860.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A364 250.000 TON | 60.00000 15000.00| 85.00000 21250.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A367 5500.000 TON | 43.25000 237875.00| 44.15000 242825.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 57700.00000 57700.00| 61500.00000 61500.00| Mobilization | | | 0080 652A100 25.000 ACRE| 410.00000 10250.00| 410.00000 10250.00| Seeding | | | 0090 656A010 25.000 ACRE| 360.00000 9000.00| 360.00000 9000.00| Mulching | | | 0100 665F000 200.000 EACH| 8.00000 1600.00| 10.00000 2000.00| Hay Bales | | | 0110 665J000 2000.000 LF | 4.00000 8000.00| 2.80000 5600.00| Silt Fence, Type A | | | 0120 665O001 2000.000 LF | 1.00000 2000.00| 0.15000 300.00| Silt Fence Removal | | | 0130 666A001 25.000 ACRE| 5.00000 125.00| 5.00000 125.00| Pest Control Treatment | | | 0140 701A028 53.000 MILE| 1750.00000 92750.00| 1750.00000 92750.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 061 -3 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20060222061 COUNTIES : DALLAS LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( ) |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A046 19.000 MILE| 995.00000 18905.00| 995.00000 18905.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 26.000 MILE| 1950.00000 50700.00| 1950.00000 50700.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701B009 885.000 LF | 1.25000 1106.25| 1.25000 1106.25| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0180 701C000 38.000 MILE| 630.00000 23940.00| 630.00000 23940.00| Broken Temporary Traffic Stripe | | | 0190 701C001 158.000 MILE| 690.00000 109020.00| 690.00000 109020.00| Solid Temporary Traffic Stripe | | | 0200 701F000 1770.000 LF | 0.25000 442.50| 0.25000 442.50| Dotted Temporary Traffic Stripe | | | 0210 701G125 2831.000 LF | 3.85000 10899.35| 3.85000 10899.35| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G129 934.000 LF | 2.20000 2054.80| 2.20000 2054.80| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G133 964.000 LF | 4.25000 4097.00| 4.25000 4097.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701H001 3795.000 LF | 0.50000 1897.50| 0.50000 1897.50| Solid Traffic Stripe Removed (Plastic) | | | 0250 701H006 934.000 LF | 0.50000 467.00| 0.50000 467.00| Broken Traffic Stripe Removed (Plastic) | | | 0260 703A002 1864.000 SQFT| 3.50000 6524.00| 3.50000 6524.00| Traffic Control Markings, Class 2, Type | | | A | | | 0270 703B002 280.000 SQFT| 5.00000 1400.00| 5.00000 1400.00| Traffic Control Legends, Class 2, Type | | | 0280 703D001 3728.000 SQFT| 1.50000 5592.00| 1.50000 5592.00| Temporary Traffic Control Markings | | | 0290 705A032 1250.000 EACH| 5.00000 6250.00| 5.00000 6250.00| Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 1960.000 EACH| 5.00000 9800.00| 5.00000 9800.00| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 061 -4 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20060222061 COUNTIES : DALLAS LETTING DATE : 02/22/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( ) |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 705A038 42.000 EACH| 5.00000 210.00| 5.00000 210.00| Pavement Markers, Class A-H, Type 2-E | | | 0320 731A012 1.000 EACH| 8500.00000 8500.00| 8500.00000 8500.00| Traffic Counting Units, Type M | | | 0330 740B000 1093.000 SQFT| 8.75000 9563.75| 8.00000 8744.00| Construction Signs | | | 0340 740D000 50.000 EACH| 35.00000 1750.00| 30.00000 1500.00| Channelizing Drums | | | 0350 740E000 250.000 EACH| 14.00000 3500.00| 2.00000 500.00| Cones (36 Inches High) | | | 0360 740M001 250.000 EACH| 0.00000 0.00| 1.00000 250.00| Ballast For Cone | | | 0370 740O000 1.000 EACH| 2650.00000 2650.00| 9800.00000 9800.00| Pilot Car | | | 0380 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 130,000) | | | SECTION TOTALS | $ 2,604,739.15| $ 2,851,829.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,604,739.15| $ 2,851,829.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 064 -1 VENDOR RANKING CALL ORDER : 064 CONTRACT ID : 20060222064 COUNTIES : CULLMAN LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 CONTRACT TIME : 24 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-401-224-665-601 for the Litter Collection and Maintenance Roadside Mowing along I-65 from the Blount County line to the Morgan County line. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03062 COOK CONTRACTORS, INC. $ 52,326.00 100.0000% 2 12043 LOVIN CONTRACTING COMPANY, INC. $ 69,640.00 133.0887% 3 01037 ALABAMA SLIPFORM, INC. $ 78,453.29 149.9318% 4 15020 OAKLEY EXCAVATING, INC. $ 88,560.00 169.2466% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 064 -2 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20060222064 COUNTIES : CULLMAN LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03062 |( 2 ) 12043 |( 3 ) 01037 |COOK CONTRACTORS, INC. |LOVIN CONTRACTING COMPANY, |ALABAMA SLIPFORM, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 12954.00000 38862.00| 15000.00000 45000.00| 18768.00000 56304.00 Maintenance Roadside Mowing | | | (Approximately 408 Acres) | | | 0020 655F000 3.000 CYCL| 4488.00000 13464.00| 6500.00000 19500.00| 6632.91000 19898.73 Litter Collection (Approximately 408 | | | Acres) | | | 0030 740B000 128.000 SQFT| 0.00000 0.00| 5.00000 640.00| 9.77000 1250.56 Construction Signs | | | 0040 998A000 LUMP| 0.00000 0.00| 4500.00000 4500.00| 1000.00000 1000.00 Construction Fuel (Maximum Bid Limited | | | To $ 6,500.00) | | | SECTION TOTALS | $ 52,326.00| $ 69,640.00| $ 78,453.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 52,326.00| $ 69,640.00| $ 78,453.29 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 064 -3 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20060222064 COUNTIES : CULLMAN LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 15020 |( ) |( ) |OAKLEY EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 8000.00000 24000.00| | Maintenance Roadside Mowing | | | (Approximately 408 Acres) | | | 0020 655F000 3.000 CYCL| 19000.00000 57000.00| | Litter Collection (Approximately 408 | | | Acres) | | | 0030 740B000 128.000 SQFT| 20.00000 2560.00| | Construction Signs | | | 0040 998A000 LUMP| 5000.00000 5000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 6,500.00) | | | SECTION TOTALS | $ 88,560.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 88,560.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 065 -1 VENDOR RANKING CALL ORDER : 065 CONTRACT ID : 20060222065 COUNTIES : DEKALB LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 CONTRACT TIME : 42 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-401-253-659-601 for the Litter Collection and Maintenance Roadside Mowing along I-59 from the Etowah County line to the Georgia state line. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03062 COOK CONTRACTORS, INC. $ 89,707.05 100.0000% 2 12043 LOVIN CONTRACTING COMPANY, INC. $ 136,560.00 152.2288% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 065 -2 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20060222065 COUNTIES : DEKALB LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03062 |( 2 ) 12043 |( ) |COOK CONTRACTORS, INC. |LOVIN CONTRACTING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 23390.50000 70171.50| 30000.00000 90000.00| Maintenance Roadside Mowing | | | (Approximately 815 Acres) | | | 0020 655F000 3.000 CYCL| 6511.85000 19535.55| 12000.00000 36000.00| Litter Collection (Approximately 815 | | | Acres) | | | 0030 740B000 128.000 SQFT| 0.00000 0.00| 20.00000 2560.00| Construction Signs | | | 0040 998A000 LUMP| 0.00000 0.00| 8000.00000 8000.00| Construction Fuel (Maximum Bid Limited | | | To $ 12,000.00) | | | SECTION TOTALS | $ 89,707.05| $ 136,560.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 89,707.05| $ 136,560.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 066 -1 VENDOR RANKING CALL ORDER : 066 CONTRACT ID : 20060222066 COUNTIES : ETOWAH LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-401-285-000-601 for the Litter Collection and Maintenance Roadside Mowing on I-59 from the St. Clair County line to the Dekalb County line and on I-759 from I-59 to MP 4.54 in Gadsden. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03062 COOK CONTRACTORS, INC. $ 63,180.18 100.0000% 2 12043 LOVIN CONTRACTING COMPANY, INC. $ 89,950.00 142.3706% 3 01037 ALABAMA SLIPFORM, INC. $ 100,686.04 159.3633% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 066 -2 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20060222066 COUNTIES : ETOWAH LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03062 |( 2 ) 12043 |( 3 ) 01037 |COOK CONTRACTORS, INC. |LOVIN CONTRACTING COMPANY, |ALABAMA SLIPFORM, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 16473.80000 49421.40| 17250.00000 51750.00| 25830.00000 77490.00 Maintenance Roadside Mowing | | | (Approximately 574 Acres) | | | 0020 655F000 3.000 CYCL| 4586.26000 13758.78| 8600.00000 25800.00| 6815.16000 20445.48 Litter Collection (Approximately 574 | | | Acres) | | | 0030 740B000 128.000 SQFT| 0.00000 0.00| 50.00000 6400.00| 9.77000 1250.56 Construction Signs | | | 0040 998A000 LUMP| 0.00000 0.00| 6000.00000 6000.00| 1500.00000 1500.00 Construction Fuel (Maximum Bid Limited | | | To $ 8,900.00) | | | SECTION TOTALS | $ 63,180.18| $ 89,950.00| $ 100,686.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 63,180.18| $ 89,950.00| $ 100,686.04 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 067 -1 VENDOR RANKING CALL ORDER : 067 CONTRACT ID : 20060222067 COUNTIES : MADISON MORGAN LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 LIMESTONE CONTRACT TIME : 72 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-401-690-000-601 for constructing the Litter Collection and Maintenance Roadside Mowing on I-65 from the Cullman County line to the Tennessee state line and on I-565 from I-65 to MP 13.75 in Huntsville. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03062 COOK CONTRACTORS, INC. $ 191,909.76 100.0000% 2 15020 OAKLEY EXCAVATING, INC. $ 258,420.00 134.6570% 3 12043 LOVIN CONTRACTING COMPANY, INC. $ 286,020.00 149.0388% 4 23078 J. WEST, INC. $ 335,164.00 174.6467% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 067 -2 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20060222067 COUNTIES : MADISON MORGAN LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 LIMESTONE ==================================================================================================================================== |( 1 ) 03062 |( 2 ) 15020 |( 3 ) 12043 |COOK CONTRACTORS, INC. |OAKLEY EXCAVATING, INC. |LOVIN CONTRACTING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 50052.80000 150158.40| 23500.00000 70500.00| 57500.00000 172500.00 Maintenance Roadside Mowing | | | (Approximately 1744 Acres) | | | 0020 655F000 3.000 CYCL| 13917.12000 41751.36| 58000.00000 174000.00| 26000.00000 78000.00 Litter Collection (Approximately 1744 | | | Acres) | | | 0030 740B000 128.000 SQFT| 0.00000 0.00| 15.00000 1920.00| 90.00000 11520.00 Construction Signs | | | 0040 998A000 LUMP| 0.00000 0.00| 12000.00000 12000.00| 24000.00000 24000.00 Construction Fuel (Maximum Bid Limited | | | To $ 25,000.00) | | | SECTION TOTALS | $ 191,909.76| $ 258,420.00| $ 286,020.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 191,909.76| $ 258,420.00| $ 286,020.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 067 -3 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20060222067 COUNTIES : MADISON MORGAN LETTING DATE : 02/22/06 10:00 AM DIVISION : 01 LIMESTONE ==================================================================================================================================== |( 4 ) 23078 |( ) |( ) |J. WEST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 87200.00000 261600.00| | Maintenance Roadside Mowing | | | (Approximately 1744 Acres) | | | 0020 655F000 3.000 CYCL| 24478.00000 73434.00| | Litter Collection (Approximately 1744 | | | Acres) | | | 0030 740B000 128.000 SQFT| 1.00000 128.00| | Construction Signs | | | 0040 998A000 LUMP| 2.00000 2.00| | Construction Fuel (Maximum Bid Limited | | | To $ 25,000.00) | | | SECTION TOTALS | $ 335,164.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 335,164.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 069 -1 VENDOR RANKING CALL ORDER : 069 CONTRACT ID : 20060222069 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-509-013-063-541 for the Bridge Coating (NBR) on SR-193 at the CSX Railroad south of Mobile. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19118 SEMINOLE EQUIPMENT, INC. $ 282,926.00 100.0000% 2 16052 POSEIDON CONSTRUCTION, INC. $ 288,800.00 102.0762% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/22/06 PAGE : 069 -2 TABULATION OF BIDS CALL ORDER : 069 CONTRACT ID : 20060222069 COUNTIES : MOBILE LETTING DATE : 02/22/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 19118 |( 2 ) 16052 |( ) |SEMINOLE EQUIPMENT, INC. |POSEIDON CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 521B001 LUMP| 256500.00000 256500.00| 267774.00000 267774.00| Coating Existing Bridge At MP 24.759 | | | (NBR) | | | 0020 600A000 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| Mobilization | | | 0030 740B000 826.000 SQFT| 1.00000 826.00| 1.00000 826.00| Construction Signs | | | 0040 740D000 100.000 EACH| 1.00000 100.00| 1.00000 100.00| Channelizing Drums | | | 0050 741C010 1.000 EACH| 500.00000 500.00| 100.00000 100.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0060 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 20,000.00) | | | SECTION TOTALS | $ 282,926.00| $ 288,800.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 282,926.00| $ 288,800.00| $ ====================================================================================================================================