ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20060728003 COUNTIES : PIKE LETTING DATE : 07/28/06 10:00 AM DIVISION : 07 CONTRACT TIME : 105 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EBF-STPSAF-0010(511) for constructing the Planing, Resurfacing and Traffic Stripe on SR-10 (US-231) from the east city limits of Troy to the west city limits of Brundidge. Length 6.521 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 5,698,108.86 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 5,826,268.26 102.2492% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060728003 COUNTIES : PIKE LETTING DATE : 07/28/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 2.000 EACH| 110.00000 220.00| 125.00000 250.00| Mailbox Reset, Single | | | 0020 210D011 5070.000 CUYD| 7.50000 38025.00| 7.50000 38025.00| Borrow Excavation (A-4 Or Better) | | | 0030 212A000 869.000 STA | 22.00000 19118.00| 35.00000 30415.00| Machine Grading Shoulders | | | 0040 405A000 21583.000 GAL | 2.25000 48561.75| 2.79000 60216.57| Tack Coat | | | 0050 408A051 1333.000 SQYD| 1.25000 1666.25| 0.68000 906.44| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 408A053 224893.000 SQYD| 0.87000 195656.91| 0.62000 139433.66| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0070 410C000 1.000 EACH| 7500.00000 7500.00| 1000.00000 1000.00| Contractor Retained Profilograph | | | 0080 410H000 1.000 EACH| 90000.00000 90000.00| 85000.00000 85000.00| Material Remixing Device | | | 0090 420A015 10518.000 TON | 87.75000 922954.50| 95.79000 1007519.22| Polymer Modified Open Graded Friction | | | Course | | | 0100 423A002 21070.000 TON | 72.15000 1520200.50| 79.31000 1671061.70| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0110 423B001 28112.000 TON | 73.45000 2064826.40| 76.00000 2136512.00| Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0120 424A283 100.000 TON | 85.00000 8500.00| 95.25000 9525.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0130 424A286 100.000 TON | 75.35000 7535.00| 75.08000 7508.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0140 424A361 953.000 TON | 84.35000 80385.55| 78.74000 75039.22| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060728003 COUNTIES : PIKE LETTING DATE : 07/28/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 428C000 67782.000 LF | 0.10000 6778.20| 0.02000 1355.64| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0160 600A000 LUMP| 195000.00000 195000.00| 122700.00000 122700.00| Mobilization | | | 0170 652A100 10.000 ACRE| 500.00000 5000.00| 500.00000 5000.00| Seeding | | | 0180 656A010 10.000 ACRE| 450.00000 4500.00| 450.00000 4500.00| Mulching | | | 0190 665J000 1500.000 LF | 4.00000 6000.00| 5.00000 7500.00| Silt Fence, Type A | | | 0200 665O001 1500.000 LF | 0.25000 375.00| 0.50000 750.00| Silt Fence Removal | | | 0210 666A001 1.000 ACRE| 5.00000 5.00| 0.01000 0.01| Pest Control Treatment | | | 0220 680A000 LUMP| 7500.00000 7500.00| 1000.00000 1000.00| Engineering Controls | | | 0230 701A028 14.000 MILE| 1775.00000 24850.00| 1775.00000 24850.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0240 701A041 13.000 MILE| 1050.00000 13650.00| 1050.00000 13650.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A046 10.000 MILE| 1050.00000 10500.00| 1050.00000 10500.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701A048 10.000 MILE| 1995.00000 19950.00| 1995.00000 19950.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701B009 3531.000 LF | 1.50000 5296.50| 1.50000 5296.50| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0280 701C000 62.000 MILE| 690.00000 42780.00| 690.00000 42780.00| Broken Temporary Traffic Stripe | | | 0290 701C001 78.000 MILE| 750.00000 58500.00| 750.00000 58500.00| Solid Temporary Traffic Stripe | | | 0300 701D007 12.000 MILE| 1850.00000 22200.00| 1850.00000 22200.00| Solid Traffic Stripe Removed (Paint) | | | 0310 701D008 12.000 MILE| 1850.00000 22200.00| 1850.00000 22200.00| Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060728003 COUNTIES : PIKE LETTING DATE : 07/28/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701D014 12.000 MILE| 1700.00000 20400.00| 1700.00000 20400.00| Broken Traffic Stripe Removed (Paint) | | | 0330 701D015 12.000 MILE| 1700.00000 20400.00| 1700.00000 20400.00| Broken Traffic Stripe Removed (Plastic) | | | 0340 701G121 1661.000 LF | 3.50000 5813.50| 3.50000 5813.50| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0350 701G125 1661.000 LF | 4.50000 7474.50| 4.50000 7474.50| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0360 701G133 1661.000 LF | 4.50000 7474.50| 4.50000 7474.50| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0370 703A002 9610.000 SQFT| 3.25000 31232.50| 3.25000 31232.50| Traffic Control Markings, Class 2, Type | | | A | | | 0380 703B002 583.000 SQFT| 4.00000 2332.00| 4.00000 2332.00| Traffic Control Legends, Class 2, Type | | | 0390 703D001 32853.000 SQFT| 1.50000 49279.50| 1.50000 49279.50| Temporary Traffic Control Markings | | | 0400 705A030 863.000 EACH| 5.00000 4315.00| 5.00000 4315.00| Pavement Markers, Class A-H, Type 2-C | | | 0410 705A031 66.000 EACH| 5.00000 330.00| 5.00000 330.00| Pavement Markers, Class A-H, Type 1-A | | | 0420 705A032 46.000 EACH| 5.00000 230.00| 5.00000 230.00| Pavement Markers, Class A-H, Type 1-B | | | 0430 705A037 1851.000 EACH| 5.00000 9255.00| 5.00000 9255.00| Pavement Markers, Class A-H, Type 2-D | | | 0440 705A038 280.000 EACH| 5.00000 1400.00| 5.00000 1400.00| Pavement Markers, Class A-H, Type 2-E | | | 0450 731A002 1.000 EACH| 10500.00000 10500.00| 7350.00000 7350.00| Traffic Counting Units, Type C | | | 0460 740B000 1545.000 SQFT| 8.04000 12421.80| 8.04000 12421.80| Construction Signs | | | 0470 740E000 200.000 EACH| 10.00000 2000.00| 12.50000 2500.00| Cones (36 Inches High) | | | 0480 740M001 200.000 EACH| 4.00000 800.00| 7.50000 1500.00| Ballast For Cone | | | 0490 741C010 2.000 EACH| 4500.00000 9000.00| 1500.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060728003 COUNTIES : PIKE LETTING DATE : 07/28/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 742A001 2.000 EACH| 8900.00000 17800.00| 7000.00000 14000.00| Portable Changeable Message Sign, Type | | | 0510 998A000 LUMP| 35000.00000 35000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 233,000.00) | | | 0520 999 000 520.000 HOUR| 0.80000 416.00| 0.80000 416.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,698,108.86| $ 5,826,268.26| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,698,108.86| $ 5,826,268.26| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20060728004 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EBF-0471(531) for constructing the Resurfacing and Traffic Stripe on SR-4 (Corridor "X") from the Buttahatchee River to SR-171 (US-43) southwest of Hamilton. Length 2.705 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONSTRUCTION, INC. $ 2,876,132.81 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 2,889,448.99 100.4630% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060728004 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( ) |TRI-COUNTY CONSTRUCTION, IN |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 206C002 800.000 SQYD| 7.00000 5600.00| 5.00000 4000.00| Removing Concrete Slope Paving | | | 0020 210A000 1793.000 CUYD| 10.00000 17930.00| 8.00000 14344.00| Unclassified Excavation | | | 0030 301A012 3295.000 SQYD| 8.25000 27183.75| 6.00000 19770.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0040 305B060 1700.000 TON | 21.33000 36261.00| 18.00000 30600.00| Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0050 401A000 3295.000 SQYD| 1.50000 4942.50| 1.00000 3295.00| Bituminous Treatment A | | | 0060 405A000 10221.000 GAL | 1.60000 16353.60| 2.25000 22997.25| Tack Coat | | | 0070 408A052 79591.000 SQYD| 0.68000 54121.88| 1.50000 119386.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 408A054 88853.000 SQYD| 0.96000 85298.88| 2.50000 222132.50| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0090 410B000 1.000 EACH| 3500.00000 3500.00| 5000.00000 5000.00| State Furnished Profilograph | | | 0100 410H000 1.000 EACH| 30000.00000 30000.00| 30000.00000 30000.00| Material Remixing Device | | | 0110 420A015 4336.000 TON | 76.80000 333004.80| 73.00000 316528.00| Polymer Modified Open Graded Friction | | | Course | | | 0120 423A003 12022.000 TON | 67.00000 805474.00| 70.50000 847551.00| Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0130 423B001 14152.000 TON | 69.79000 987668.08| 60.00000 849120.00| Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0140 423B013 500.000 TON | 100.00000 50000.00| 71.00000 35500.00| Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size, Patching | | | 0150 423B014 500.000 TON | 100.00000 50000.00| 61.00000 30500.00| Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size, Leveling | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060728004 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( ) |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 428C000 75620.000 LF | 0.11000 8318.20| 0.15000 11343.00| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0170 534A000 49.000 EACH| 53.88000 2640.12| 350.00000 17150.00| Cleaning Pipe Underdrain Outlets | | | 0180 600A000 LUMP| 65000.00000 65000.00| 35000.00000 35000.00| Mobilization | | | 0190 650A000 671.000 CUYD| 15.00000 10065.00| 12.00000 8052.00| Topsoil | | | 0200 652A100 1.000 ACRE| 1250.00000 1250.00| 825.00000 825.00| Seeding | | | 0210 656A010 1.000 ACRE| 1250.00000 1250.00| 825.00000 825.00| Mulching | | | 0220 659A035 1000.000 SQYD| 3.00000 3000.00| 2.75000 2750.00| Rolled Erosion Control Product, Type | | | (2C) | | | 0230 665J000 1500.000 LF | 5.00000 7500.00| 4.13000 6195.00| Silt Fence, Type A | | | 0240 665O001 1500.000 LF | 2.25000 3375.00| 1.65000 2475.00| Silt Fence Removal | | | 0250 665Q001 500.000 LF | 8.00000 4000.00| 9.00000 4500.00| 20 Inch Wattle | | | 0260 680A000 LUMP| 25000.00000 25000.00| 7500.00000 7500.00| Engineering Controls | | | 0270 701A028 9.000 MILE| 1875.00000 16875.00| 2062.50000 18562.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0280 701A041 6.000 MILE| 1100.00000 6600.00| 1210.00000 7260.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0290 701A048 9.000 MILE| 1875.00000 16875.00| 2062.50000 18562.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0300 701B009 2450.000 LF | 1.50000 3675.00| 1.65000 4042.50| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0310 701B016 300.000 LF | 5.00000 1500.00| 5.50000 1650.00| Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060728004 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( ) |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701C000 18.000 MILE| 750.00000 13500.00| 825.00000 14850.00| Broken Temporary Traffic Stripe | | | 0330 701C001 46.000 MILE| 790.00000 36340.00| 869.00000 39974.00| Solid Temporary Traffic Stripe | | | 0340 701G124 608.000 LF | 5.00000 3040.00| 5.50000 3344.00| Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0350 701G132 608.000 LF | 5.00000 3040.00| 5.50000 3344.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0360 701H001 1216.000 LF | 2.00000 2432.00| 2.20000 2675.20| Solid Traffic Stripe Removed (Plastic) | | | 0370 703A002 13928.000 SQFT| 3.50000 48748.00| 3.85000 53622.80| Traffic Control Markings, Class 2, Type | | | A | | | 0380 703B002 90.000 SQFT| 5.00000 450.00| 5.50000 495.00| Traffic Control Legends, Class 2, Type | | | 0390 703D001 392.000 SQFT| 2.00000 784.00| 2.20000 862.40| Temporary Traffic Control Markings | | | 0400 705A030 218.000 EACH| 5.50000 1199.00| 6.05000 1318.90| Pavement Markers, Class A-H, Type 2-C | | | 0410 705A031 922.000 EACH| 5.50000 5071.00| 6.05000 5578.10| Pavement Markers, Class A-H, Type 1-A | | | 0420 705A032 297.000 EACH| 5.50000 1633.50| 6.05000 1796.85| Pavement Markers, Class A-H, Type 1-B | | | 0430 705A037 76.000 EACH| 5.50000 418.00| 6.05000 459.80| Pavement Markers, Class A-H, Type 2-D | | | 0440 705A038 47.000 EACH| 5.50000 258.50| 6.05000 284.35| Pavement Markers, Class A-H, Type 2-E | | | 0450 731A013 1.000 EACH| 7000.00000 7000.00| 6050.00000 6050.00| Traffic Counting Units, Type N | | | 0460 740B000 1645.000 SQFT| 8.00000 13160.00| 7.70000 12666.50| Construction Signs | | | 0470 740C000 33.000 SQFT| 9.00000 297.00| 7.98000 263.34| Special Construction Signs | | | 0480 740D000 300.000 EACH| 90.00000 27000.00| 40.00000 12000.00| Channelizing Drums | | | 0490 740E000 100.000 EACH| 25.00000 2500.00| 14.92000 1492.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060728004 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( ) |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 740M001 100.000 EACH| 25.00000 2500.00| 9.55000 955.00| Ballast For Cone | | | 0510 741C010 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0520 998A000 LUMP| 17500.00000 17500.00| 25000.00000 25000.00| Construction Fuel (Maximum Bid Limited | | | To $ 122,000.00) | | | SECTION TOTALS | $ 2,876,132.81| $ 2,889,448.99| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,876,132.81| $ 2,889,448.99| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20060728007 COUNTIES : JEFFERSON LETTING DATE : 07/28/06 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : HSIPF-I065(369) for constructing the Median Guardrail Protection on I-65 from the north end of the Cahaba River bridge (MP 248.52) to the existing concrete median barrier (MP 251.22) in Hoover. Length 2.700 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01020 APEX CONTRACTING, INC. $ 492,143.63 100.0000% 2 01010 ALABAMA GUARDRAIL, INC. $ 621,277.50 126.2391% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060728007 COUNTIES : JEFFERSON LETTING DATE : 07/28/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01020 |( 2 ) 01010 |( ) |APEX CONTRACTING, INC. |ALABAMA GUARDRAIL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 1324.000 LF | 2.00000 2648.00| 6.00000 7944.00| Removing Guardrail | | | 0020 206E008 34.000 EACH| 350.00000 11900.00| 250.00000 8500.00| Removing Guardrail End Anchor (All Type | | | 0030 206E041 2.000 EACH| 600.00000 1200.00| 2800.00000 5600.00| Removing Impact Attenuators | | | 0040 600A000 LUMP| 64500.00000 64500.00| 21000.00000 21000.00| Mobilization | | | 0050 630A001 2377.000 LF | 20.00000 47540.00| 24.00000 57048.00| Steel Beam Guardrail, Class A, Type 2 | | | 0060 630A018 11511.000 LF | 27.33000 314595.63| 33.50000 385618.50| Steel Beam Guardrail, Class A, Type 2 | | | (Double Faced Median Barrier) | | | 0070 630C001 3.000 EACH| 900.00000 2700.00| 1100.00000 3300.00| Guardrail End Anchor, Type 8 | | | 0080 630C003 6.000 EACH| 2000.00000 12000.00| 1850.00000 11100.00| Guardrail End Anchor, Type 13 | | | 0090 630C050 7.000 EACH| 2600.00000 18200.00| 2800.00000 19600.00| Guardrail End Anchor, Type 20 Series | | | 0100 665J000 200.000 LF | 1.50000 300.00| 8.90000 1780.00| Silt Fence, Type A | | | 0110 665O001 200.000 LF | 0.30000 60.00| 6.00000 1200.00| Silt Fence Removal | | | 0120 665Q001 100.000 LF | 20.00000 2000.00| 30.00000 3000.00| 20 Inch Wattle | | | 0130 680A000 LUMP| 500.00000 500.00| 19000.00000 19000.00| Engineering Controls | | | 0140 740B000 976.000 SQFT| 10.00000 9760.00| 42.00000 40992.00| Construction Signs | | | 0150 740D000 157.000 EACH| 20.00000 3140.00| 85.00000 13345.00| Channelizing Drums | | | 0160 740I005 1.000 EACH| 100.00000 100.00| 250.00000 250.00| Warning Lights, Type B (Detachable Head | | | 0170 741C010 1.000 EACH| 1000.00000 1000.00| 6500.00000 6500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0180 998A000 LUMP| 0.00000 0.00| 15500.00000 15500.00| Construction Fuel (Maximum Bid Limited | | | To $ 18,600.00) | | | SECTION TOTALS | $ 492,143.63| $ 621,277.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 492,143.63| $ 621,277.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0075(502) for constructing the Additional Lanes (Grade, Drain, Pavement and Bridge) on SR-75 from just north of Gary Road north of McVille in Marshall County to just before CR-133 in Dekalb County. Length 2.118 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 9,504,041.61 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 10,439,065.87 109.8382% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 264000.00000 264000.00| 264000.00000 264000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 per | | | Acre)(Approximately 66 acres) | | | 0020 204A000 13.000 EACH| 400.00000 5200.00| 5000.00000 65000.00| Closing Water Well | | | 0030 205A001 1.000 EACH| 0.00000 0.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 250.00000 250.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1200.00000 1200.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 500.00000 500.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 500.00000 500.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 500.00000 500.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 4400.00000 4400.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 250.00000 250.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 500.00000 500.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 1000.00000 1000.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 10 | | | 0130 205A011 1.000 EACH| 1000.00000 1000.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 11 | | | 0140 205A012 1.000 EACH| 250.00000 250.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 12 | | | 0150 205A013 1.000 EACH| 0.00000 0.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 13 | | | 0160 205A014 1.000 EACH| 750.00000 750.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 14 | | | 0170 205A015 1.000 EACH| 0.00000 0.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 15 | | | 0180 205A016 1.000 EACH| 1000.00000 1000.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 16 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 500.00000 500.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 17 | | | 0200 205A018 1.000 EACH| 0.00000 0.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 18 | | | 0210 205A019 1.000 EACH| 250.00000 250.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 19 | | | 0220 205A020 1.000 EACH| 0.00000 0.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 20 | | | 0230 205A021 1.000 EACH| 2500.00000 2500.00| 5000.00000 5000.00| Removal of Structures, Structure No. 21 | | | 0240 205A022 1.000 EACH| 0.00000 0.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 22 | | | 0250 205A023 1.000 EACH| 250.00000 250.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 23 | | | 0260 205A024 1.000 EACH| 2600.00000 2600.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 24 | | | 0270 205A025 1.000 EACH| 1000.00000 1000.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 25 | | | 0280 205A026 1.000 EACH| 1600.00000 1600.00| 5000.00000 5000.00| Removal Of Structures, Structure No. 26 | | | 0290 205A027 1.000 EACH| 0.00000 0.00| 5000.00000 5000.00| Removal Of structures, Structure No. 27 | | | 0300 206C000 72.000 SQYD| 10.00000 720.00| 25.00000 1800.00| Removing Concrete Sidewalk | | | 0310 206C008 227.000 SQYD| 10.00000 2270.00| 30.00000 6810.00| Removing Concrete Median | | | 0320 206D000 1531.000 LF | 6.50000 9951.50| 5.00000 7655.00| Removing Pipe | | | 0330 206D001 240.000 LF | 1.75000 420.00| 1.75000 420.00| Removing Guardrail | | | 0340 206D011 2586.000 LF | 5.00000 12930.00| 3.25000 8404.50| Removing Fence | | | 0350 206E000 44.000 EACH| 360.00000 15840.00| 450.00000 19800.00| Removing Headwalls | | | 0360 206E008 4.000 EACH| 100.00000 400.00| 100.00000 400.00| Removing Guardrail End Anchor (All Type | | | 0370 210A000 168469.000 CUYD| 7.88000 1327535.72| 11.25000 1895276.25| Unclassified Excavation | | | 0380 214A000 2644.000 CUYD| 9.50000 25118.00| 25.00000 66100.00| Structure Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 214B001 775.000 CUYD| 22.00000 17050.00| 41.00000 31775.00| Foundation Backfill, Commercial | | | 0400 230A000 154.000 RBST| 383.00000 58982.00| 383.00000 58982.00| Roadbed Processing | | | 0410 301A004 906.000 SQYD| 5.20000 4711.20| 5.20000 4711.20| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0420 301A006 97.000 SQYD| 5.20000 504.40| 5.20000 504.40| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.5" Compacted Thickness | | | 0430 301A012 54978.000 SQYD| 5.20000 285885.60| 5.20000 285885.60| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0440 305B060 23.000 TON | 25.00000 575.00| 25.00000 575.00| Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0450 305B061 546.000 TON | 25.00000 13650.00| 25.00000 13650.00| Coarse Aggregate, Section 801, ALDOT | | | #410 Modified, For Miscellaneous | | | 0460 401A000 63557.000 SQYD| 0.82000 52116.74| 0.82000 52116.74| Bituminous Treatment A | | | 0470 405A000 5153.000 GAL | 2.65000 13655.45| 2.65000 13655.45| Tack Coat | | | 0480 408A052 1894.000 SQYD| 2.50000 4735.00| 2.50000 4735.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0490 410C000 1.000 EACH| 18000.00000 18000.00| 18000.00000 18000.00| Contractor Retained Profilograph | | | 0500 424A361 7909.000 TON | 58.47000 462439.23| 58.47000 462439.23| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0510 424B651 7821.000 TON | 49.63000 388156.23| 49.63000 388156.23| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0520 424B681 8922.000 TON | 49.63000 442798.86| 49.63000 442798.86| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 424B689 2535.000 TON | 49.63000 125812.05| 49.63000 125812.05| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0540 424C360 10888.000 TON | 49.63000 540371.44| 49.63000 540371.44| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0550 428B000 27036.000 LF | 0.25000 6759.00| 0.25000 6759.00| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0560 430B035 211.000 TON | 25.00000 5275.00| 25.00000 5275.00| Aggregate Surfacing (ALDOT #467, #410 | | | Modified Or #57) | | | 0570 450B000 108.000 SQYD| 75.00000 8100.00| 75.00000 8100.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0580 502A000 143600.000 LB | 0.70000 100520.00| 0.70000 100520.00| Steel Reinforcement | | | 0590 502B000 LUMP| 107800.00000 107800.00| 107800.00000 107800.00| Steel Reinforcement For Bridge | | | Superstructure, Station 296+80, Approx. | | | 154,000 Lbs | | | 0600 506A005 78.000 LF | 375.00000 29250.00| 375.00000 29250.00| Drilled Shaft Excavation, 3'-6" Diamete | | | 0610 506A006 12.000 LF | 375.00000 4500.00| 375.00000 4500.00| Drilled Shaft Excavation, 5'-6" Diamete | | | 0620 506A010 7.000 LF | 375.00000 2625.00| 375.00000 2625.00| Drilled Shaft Excavation, 6'-6" Diamete | | | 0630 506B002 42.000 LF | 1100.00000 46200.00| 1100.00000 46200.00| Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0640 506B006 44.000 LF | 1200.00000 52800.00| 1200.00000 52800.00| Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0650 506B008 26.000 LF | 1600.00000 41600.00| 1600.00000 41600.00| Special Drilled Shaft Excavation, 6'-6" | | | Diameter | | | 0660 506C041 120.000 LF | 70.00000 8400.00| 70.00000 8400.00| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 506C045 56.000 LF | 175.00000 9800.00| 175.00000 9800.00| Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0680 506C047 33.000 LF | 245.00000 8085.00| 245.00000 8085.00| Drilled Shaft Construction, 6'-6" | | | Diameter, Class DS1 Concrete | | | 0690 506G001 1.000 EACH| 1300.00000 1300.00| 1300.00000 1300.00| Crosshole Sonic Logging, 3'-6" Diameter | | | 0700 506G005 1.000 EACH| 1300.00000 1300.00| 1300.00000 1300.00| Crosshole Sonic Logging, 5'-6" Diameter | | | 0710 506G007 2.000 EACH| 2150.00000 4300.00| 2150.00000 4300.00| Crosshole Sonic Logging, 6'-6" Diameter | | | 0720 508A000 7300.000 LB | 4.00000 29200.00| 4.00000 29200.00| Structural Steel | | | 0730 510A000 548.000 CUYD| 500.00000 274000.00| 500.00000 274000.00| Bridge Substructure Concrete, Class A | | | 0740 510C051 LUMP| 580000.00000 580000.00| 580000.00000 580000.00| Bridge Concrete Superstructure, Station | | | 296+80, Approx. 762 Cu Yds | | | 0750 510E000 2080.000 SQYD| 2.50000 5200.00| 2.50000 5200.00| Grooving Concrete Bridge Decks | | | 0760 511A053 24.000 EACH| 300.00000 7200.00| 300.00000 7200.00| Elastomeric Bearings, Type 2 (Mark B4) | | | 0770 511A073 24.000 EACH| 600.00000 14400.00| 600.00000 14400.00| Elastomeric Bearings, Type 4 (Mark VB4) | | | 0780 513B017 3096.000 LF | 200.00000 619200.00| 200.00000 619200.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0790 530A001 46.000 LF | 32.13000 1477.98| 65.00000 2990.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0800 530A002 1638.000 LF | 39.78000 65159.64| 44.56000 72989.28| 24" Roadway Pipe (Class 3 R.C.) | | | 0810 530A003 68.000 LF | 49.98000 3398.64| 68.00000 4624.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0820 530A004 250.000 LF | 64.26000 16065.00| 84.00000 21000.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0830 530A005 704.000 LF | 82.50000 58080.00| 104.00000 73216.00| 42" Roadway Pipe (Class 3 R.C.) | | | 0840 530A106 8.000 LF | 100.50000 804.00| 500.00000 4000.00| 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 530B003 88.000 LF | 64.50000 5676.00| 50.00000 4400.00| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0860 535A001 158.000 LF | 32.64000 5157.12| 33.00000 5214.00| 18" Side Drain Pipe | | | 0870 535A002 96.000 LF | 44.88000 4308.48| 42.00000 4032.00| 24" Side Drain Pipe | | | 0880 535A003 46.000 LF | 55.08000 2533.68| 75.00000 3450.00| 30" Side Drain Pipe | | | 0890 535A005 250.000 LF | 82.50000 20625.00| 95.00000 23750.00| 42" Side Drain Pipe | | | 0900 600A000 LUMP| 1100000.00000 1100000.00| 843228.00000 843228.00| Mobilization | | | 0910 601A000 2.000 EACH| 7500.00000 15000.00| 8000.00000 16000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0920 602A000 54.000 EACH| 200.00000 10800.00| 235.00000 12690.00| Right Of Way Markers | | | 0930 602C000 4.000 EACH| 200.00000 800.00| 235.00000 940.00| Permanent Easement Marker | | | 0940 603A002 1.000 EACH| 17500.00000 17500.00| 35000.00000 35000.00| Furnishing Type 3 Field Office | | | 0950 610C001 9333.000 TON | 25.00000 233325.00| 26.00000 242658.00| Loose Riprap, Class 2 | | | 0960 610D003 13269.000 SQYD| 2.75000 36489.75| 3.16000 41930.04| Filter Blanket, Geotextile | | | 0970 614A000 65.000 CUYD| 300.00000 19500.00| 250.00000 16250.00| Slope Paving | | | 0980 618B003 128.000 SQYD| 50.50000 6464.00| 50.00000 6400.00| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0990 619A002 2.000 EACH| 850.00000 1700.00| 900.00000 1800.00| 18" Roadway Pipe End Treatment, Class 1 | | | 1000 619A003 11.000 EACH| 900.00000 9900.00| 1000.00000 11000.00| 24" Roadway Pipe End Treatment, Class 1 | | | 1010 619A004 1.000 EACH| 1100.00000 1100.00| 1100.00000 1100.00| 30" Roadway Pipe End Treatment, Class 1 | | | 1020 619A005 2.000 EACH| 1250.00000 2500.00| 1200.00000 2400.00| 36" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -8 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 619A006 3.000 EACH| 1520.00000 4560.00| 1500.00000 4500.00| 42" Roadway Pipe End Treatment, Class 1 | | | 1040 619A007 1.000 EACH| 2040.00000 2040.00| 1600.00000 1600.00| 48" Roadway Pipe End Treatment, Class 1 | | | 1050 619A101 3.000 EACH| 850.00000 2550.00| 900.00000 2700.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 1060 619A102 4.000 EACH| 900.00000 3600.00| 1000.00000 4000.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 1070 619A103 2.000 EACH| 1100.00000 2200.00| 1100.00000 2200.00| 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 1080 619A105 12.000 EACH| 1520.00000 18240.00| 1500.00000 18000.00| 42" Side Drain Pipe End Treatment, | | | Class 1 | | | 1090 619B268 2.000 EACH| 1550.00000 3100.00| 1400.00000 2800.00| 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 1100 620A000 1.000 CUYD| 1000.00000 1000.00| 750.00000 750.00| Minor Structure Concrete | | | 1110 621A000 2.000 EACH| 2100.00000 4200.00| 2100.00000 4200.00| Junction Boxes, Type 1, 1P Or 5 | | | 1120 621A001 6.000 EACH| 2600.00000 15600.00| 2400.00000 14400.00| Junction Boxes, Type 1, 2P Or 5 | | | 1130 621A013 2.000 EACH| 5100.00000 10200.00| 5000.00000 10000.00| Junction Boxes, Type Special | | | 1140 621C020 8.000 EACH| 2865.00000 22920.00| 2000.00000 16000.00| Inlets, Type Y | | | 1150 621C132 10.000 EACH| 3565.00000 35650.00| 3000.00000 30000.00| Inlets, Type Y (Modified) | | | 1160 621D019 12.000 EACH| 580.00000 6960.00| 600.00000 7200.00| Inlet Units, Type Y | | | 1170 621I000 1.000 EACH| 5060.00000 5060.00| 5000.00000 5000.00| Stilling Basins, Type 00 | | | 1180 621I001 1.000 EACH| 8366.00000 8366.00| 8500.00000 8500.00| Stilling Basins, Type 1 | | | 1190 621I002 1.000 EACH| 13300.00000 13300.00| 12500.00000 12500.00| Stilling Basins, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -9 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 621I003 2.000 EACH| 14720.00000 29440.00| 15000.00000 30000.00| Stilling Basins, Type 3 | | | 1210 629D000 2.000 EACH| 6500.00000 13000.00| 6500.00000 13000.00| Bridge Guardrail Retrofit, Type IC | | | 1220 630A001 1079.000 LF | 19.75000 21310.25| 19.75000 21310.25| Steel Beam Guardrail, Class A, Type 2 | | | 1230 630C001 1.000 EACH| 900.00000 900.00| 900.00000 900.00| Guardrail End Anchor, Type 8 | | | 1240 630C003 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| Guardrail End Anchor, Type 13 | | | 1250 630C050 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| Guardrail End Anchor, Type 20 Series | | | 1260 630C070 3.000 EACH| 2150.00000 6450.00| 2150.00000 6450.00| Guardrail End Anchor, Type 10 Series | | | 1270 637A000 2800.000 LF | 9.25000 25900.00| 9.25000 25900.00| Fence Reset | | | 1280 641A514 720.000 LF | 15.00000 10800.00| 18.10000 13032.00| 1 Inch Copper Water Service Line Laid | | | 1290 641A684 620.000 LF | 96.00000 59520.00| 92.30000 57226.00| 8 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1300 641A740 100.000 LF | 20.00000 2000.00| 25.90000 2590.00| 2 Inch P.V.C. Water Main Laid | | | 1310 641A742 470.000 LF | 14.00000 6580.00| 29.30000 13771.00| 3 Inch P.V.C. Water Main Laid | | | 1320 641A746 660.000 LF | 40.00000 26400.00| 35.50000 23430.00| 6 Inch P.V.C. Water Main Laid | | | 1330 641A748 10175.000 LF | 16.30000 165852.50| 38.70000 393772.50| 8 Inch P.V.C. Water Main Laid | | | 1340 641C500 1620.000 LB | 6.50000 10530.00| 9.60000 15552.00| Ductile Iron Fittings | | | 1350 641E500 1.000 EACH| 2600.00000 2600.00| 2362.80000 2362.80| Fire Hydrant Reset | | | 1360 641G500 2.000 EACH| 1800.00000 3600.00| 1426.90000 2853.80| Flush Hydrant | | | 1370 641J510 1.000 EACH| 550.00000 550.00| 501.30000 501.30| 2 Inch Gate Valve With Box | | | 1380 641J512 4.000 EACH| 610.00000 2440.00| 667.70000 2670.80| 3 Inch Gate Valve With Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -10 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1390 641J516 2.000 EACH| 750.00000 1500.00| 942.10000 1884.20| 6 Inch Gate Valve With Box | | | 1400 641J518 11.000 EACH| 1050.00000 11550.00| 1306.30000 14369.30| 8 Inch Gate Valve With Box | | | 1410 641O508 3.000 EACH| 1500.00000 4500.00| 1845.80000 5537.40| 3 Inch x 3 Inch Tapping Valve And Sleev | | | 1420 641O514 2.000 EACH| 1600.00000 3200.00| 2088.40000 4176.80| 6 Inch x 6 Inch Tapping Valve And Sleev | | | 1430 641O518 1.000 EACH| 1600.00000 1600.00| 2088.40000 2088.40| 8 Inch x 6 Inch Tapping Valve And Sleev | | | 1440 641P515 18.000 EACH| 350.00000 6300.00| 300.30000 5405.40| 3/4 Inch Service Tap | | | 1450 641P520 5.000 EACH| 375.00000 1875.00| 307.20000 1536.00| 1 Inch Service Tap | | | 1460 641Q510 18.000 EACH| 400.00000 7200.00| 279.50000 5031.00| 3/4 Inch Water Meter And Box Set | | | 1470 641Q515 2.000 EACH| 500.00000 1000.00| 210.10000 420.20| 1 Inch Water Meter And Box Set | | | 1480 641Q520 1.000 EACH| 13374.00000 13374.00| 420.30000 420.30| 2 Inch Water Meter And Box Set | | | 1490 641R510 3.000 EACH| 400.00000 1200.00| 210.10000 630.30| 3/4 Inch Water Meter And Box Reset | | | 1500 641R525 1.000 EACH| 4276.00000 4276.00| 4051.10000 4051.10| 3 Inch Water Meter And Box Reset | | | 1510 649A530 180.000 LF | 80.00000 14400.00| 142.90000 25722.00| 10 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1520 649A535 40.000 LF | 80.00000 3200.00| 156.70000 6268.00| 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1530 649A630 540.000 LF | 120.00000 64800.00| 391.40000 211356.00| 10 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1540 649A635 120.000 LF | 120.00000 14400.00| 437.10000 52452.00| 12 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1550 650B000 14633.000 CUYD| 4.65000 68043.45| 4.25000 62190.25| Topsoil From Stockpiles | | | 1560 652A100 32.000 ACRE| 550.00000 17600.00| 600.00000 19200.00| Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -11 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 652C000 29.000 ACRE| 100.00000 2900.00| 50.00000 1450.00| Mowing | | | 1580 654A000 7627.000 SQYD| 3.50000 26694.50| 5.00000 38135.00| Solid Sodding | | | 1590 656A010 32.000 ACRE| 500.00000 16000.00| 500.00000 16000.00| Mulching | | | 1600 659A048 7320.000 SQYD| 5.00000 36600.00| 5.50000 40260.00| Rolled Erosion Control Product, Type | | | (5A) | | | 1610 665A000 17.000 ACRE| 450.00000 7650.00| 450.00000 7650.00| Temporary Seeding | | | 1620 665B000 17.000 ACRE| 450.00000 7650.00| 450.00000 7650.00| Temporary Mulching | | | 1630 665C001 940.000 LF | 25.00000 23500.00| 40.00000 37600.00| 18" Temporary Pipe | | | 1640 665E000 2964.000 SQYD| 3.00000 8892.00| 3.00000 8892.00| Polyethylene | | | 1650 665G000 506.000 EACH| 4.00000 2024.00| 13.00000 6578.00| Sand Bags | | | 1660 665I000 1588.000 TON | 25.00000 39700.00| 35.00000 55580.00| Temporary Riprap, Class 2 | | | 1670 665J000 10710.000 LF | 3.75000 40162.50| 4.50000 48195.00| Silt Fence, Type A | | | 1680 665K000 3835.000 CUYD| 12.00000 46020.00| 24.00000 92040.00| Drainage Sump Excavation | | | 1690 665L000 500.000 LF | 15.00000 7500.00| 15.00000 7500.00| Floating Basin Boom | | | 1700 665O001 10710.000 LF | 1.50000 16065.00| 1.00000 10710.00| Silt Fence Removal | | | 1710 665P001 19.000 EACH| 550.00000 10450.00| 700.00000 13300.00| Inlet Protection Device | | | 1720 665Q001 3120.000 LF | 6.00000 18720.00| 6.00000 18720.00| 20 Inch Wattle | | | 1730 665T000 6670.000 LF | 2.00000 13340.00| 8.00000 53360.00| Temporary Earth Berms | | | 1740 680A000 LUMP| 95000.00000 95000.00| 75000.00000 75000.00| Engineering Controls | | | 1750 701A028 5.000 MILE| 1850.00000 9250.00| 1850.00000 9250.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -12 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1760 701A032 5.000 MILE| 2200.00000 11000.00| 2200.00000 11000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1770 701A041 5.000 MILE| 1100.00000 5500.00| 1100.00000 5500.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1780 701B009 3324.000 LF | 1.00000 3324.00| 1.00000 3324.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1790 701C000 1.000 MILE| 800.00000 800.00| 800.00000 800.00| Broken Temporary Traffic Stripe | | | 1800 701C001 4.000 MILE| 900.00000 3600.00| 900.00000 3600.00| Solid Temporary Traffic Stripe | | | 1810 701D008 1.000 MILE| 2600.00000 2600.00| 2600.00000 2600.00| Solid Traffic Stripe Removed (Plastic) | | | 1820 701D015 1.000 MILE| 2400.00000 2400.00| 2400.00000 2400.00| Broken Traffic Stripe Removed (Plastic) | | | 1830 701G121 520.000 LF | 2.00000 1040.00| 2.00000 1040.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1840 701G125 520.000 LF | 5.00000 2600.00| 5.00000 2600.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1850 701G133 520.000 LF | 5.00000 2600.00| 5.00000 2600.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1860 703A002 3167.000 SQFT| 3.00000 9501.00| 3.00000 9501.00| Traffic Control Markings, Class 2, Type | | | A | | | 1870 703B002 720.000 SQFT| 4.00000 2880.00| 4.00000 2880.00| Traffic Control Legends, Class 2, Type | | | 1880 703D001 480.000 SQFT| 2.00000 960.00| 2.00000 960.00| Temporary Traffic Control Markings | | | 1890 705A030 276.000 EACH| 6.00000 1656.00| 6.00000 1656.00| Pavement Markers, Class A-H, Type 2-C | | | 1900 705A031 250.000 EACH| 6.00000 1500.00| 6.00000 1500.00| Pavement Markers, Class A-H, Type 1-A | | | 1910 705A032 110.000 EACH| 6.00000 660.00| 6.00000 660.00| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -13 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1920 705A037 27.000 EACH| 6.00000 162.00| 6.00000 162.00| Pavement Markers, Class A-H, Type 2-D | | | 1930 705A038 55.000 EACH| 6.00000 330.00| 6.00000 330.00| Pavement Markers, Class A-H, Type 2-E | | | 1940 707B003 1.000 EACH| 133.00000 133.00| 165.00000 165.00| Type A Hazard Marker Installation | | | 1950 709A000 1.000 EACH| 96.00000 96.00| 120.00000 120.00| Milepost, Type A | | | 1960 710A126 405.000 SQFT| 18.00000 7290.00| 22.00000 8910.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 1970 710A142 81.000 SQFT| 8.70000 704.70| 25.00000 2025.00| Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge (Type III, IV, VII Or VIII Bckgd) | | | 1980 710B001 892.000 LF | 19.70000 17572.40| 10.50000 9366.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1990 726A000 100.000 LF | 30.00000 3000.00| 35.00000 3500.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 2000 740B000 1440.000 SQFT| 8.00000 11520.00| 9.25000 13320.00| Construction Signs | | | 2010 740D000 471.000 EACH| 75.00000 35325.00| 75.00000 35325.00| Channelizing Drums | | | 2020 740E000 50.000 EACH| 10.00000 500.00| 15.00000 750.00| Cones (36 Inches High) | | | 2030 740F002 28.000 EACH| 350.00000 9800.00| 240.00000 6720.00| Barricades, Type III | | | 2040 740I005 14.000 EACH| 717.00000 10038.00| 900.00000 12600.00| Warning Lights, Type B (Detachable Head | | | 2050 740L005 324.000 EACH| 71.00000 23004.00| 75.00000 24300.00| Vertical Panel, Type I (Double-Sided) | | | 2060 740M001 50.000 EACH| 1.00000 50.00| 10.00000 500.00| Ballast For Cone | | | 2070 741C010 2.000 EACH| 5000.00000 10000.00| 5500.00000 11000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 009 -14 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060728009 COUNTIES : MARSHALL DEKALB LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01007 |( ) |WHITAKER CONTRACTING CORPOR |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2080 742A001 2.000 EACH| 20000.00000 40000.00| 20000.00000 40000.00| Portable Changeable Message Sign, Type | | | 2090 771E000 LUMP| 92533.60000 92533.60| 132361.50000 132361.50| Pumping Station | | | 2100 998A000 LUMP| 242000.00000 242000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 618,000) | | | 2110 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,504,041.61| $ 10,439,065.87| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,504,041.61| $ 10,439,065.87| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20060728010 COUNTIES : TALLADEGA LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 CONTRACT TIME : 270 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACSTPAA-0077(501) for constructing the Relocation (Grade, Drainage and Pavement) of SR-77 from just north of CR-209 to south of CR-321 in Waldo. Length 3.977 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 11,210,400.03 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 11,739,276.14 104.7177% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 12,341,300.80 110.0880% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060728010 COUNTIES : TALLADEGA LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01087 |( 3 ) 13022 |WRIGHT BROTHERS CONSTRUCTIO |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 464000.00000 464000.00| 464000.00000 464000.00| 464000.00000 464000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per | | | Acre)(Approximately 116 Acres) | | | 0020 206B000 LUMP| 10000.00000 10000.00| 5100.00000 5100.00| 5000.00000 5000.00 Removal Of Old Box Culvert, Station | | | 757+37 | | | 0030 206D000 870.000 LF | 10.00000 8700.00| 10.20000 8874.00| 10.00000 8700.00 Removing Pipe | | | 0040 206D011 1414.000 LF | 2.00000 2828.00| 3.06000 4326.84| 3.00000 4242.00 Removing Fence | | | 0050 210A000 740965.000 CUYD| 3.15000 2334039.75| 2.75000 2037653.75| 2.95000 2185846.75 Unclassified Excavation | | | 0060 210F001 2403.000 TON | 20.00000 48060.00| 20.40000 49021.20| 20.00000 48060.00 Borrow Excavation (Underwater | | | Embankment) | | | 0070 214A000 9803.000 CUYD| 5.00000 49015.00| 10.20000 99990.60| 10.00000 98030.00 Structure Excavation | | | 0080 214B001 7610.000 CUYD| 5.00000 38050.00| 37.43000 284842.30| 36.50000 277765.00 Foundation Backfill, Commercial | | | 0090 231B001 17332.000 TON | 19.00000 329308.00| 28.10000 487029.20| 18.00000 311976.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0100 301A004 47216.000 SQYD| 4.41000 208222.56| 7.14000 337122.24| 4.10000 193585.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0110 301A012 109211.000 SQYD| 5.78000 631239.58| 9.12000 996004.32| 5.50000 600660.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 401A000 107693.000 SQYD| 0.68000 73231.24| 0.73000 78615.89| 0.65000 70000.45 Bituminous Treatment A | | | 0130 405A000 11275.000 GAL | 2.78000 31344.50| 2.92000 32923.00| 2.65000 29878.75 Tack Coat | | | 0140 410B000 1.000 EACH| 18000.00000 18000.00| 12057.77000 12057.77| 15000.00000 15000.00 State Furnished Profilograph | | | 0150 424A360 6946.000 TON | 73.50000 510531.00| 79.34000 551095.64| 76.00000 527896.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060728010 COUNTIES : TALLADEGA LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01087 |( 3 ) 13022 |WRIGHT BROTHERS CONSTRUCTIO |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424A366 100.000 TON | 77.70000 7770.00| 108.64000 10864.00| 76.00000 7600.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B650 8912.000 TON | 69.30000 617601.60| 71.36000 635960.32| 70.00000 623840.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424B659 3860.000 TON | 69.30000 267498.00| 67.69000 261283.40| 70.00000 270200.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B680 13710.000 TON | 69.30000 950103.00| 72.38000 992329.80| 70.00000 959700.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424B685 150.000 TON | 136.50000 20475.00| 128.84000 19326.00| 150.00000 22500.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 428C000 41532.000 LF | 0.25000 10383.00| 0.16000 6645.12| 0.15000 6229.80 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0220 430B014 1000.000 TON | 20.00000 20000.00| 30.60000 30600.00| 30.00000 30000.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0230 502A000 178352.000 LB | 0.90000 160516.80| 0.82000 146248.64| 0.80000 142681.60 Steel Reinforcement | | | 0240 524A011 1037.000 CUYD| 500.00000 518500.00| 453.90000 470694.30| 550.00000 570350.00 Culvert Concrete (Cast In Place) | | | 0250 530A002 432.000 LF | 40.00000 17280.00| 42.57000 18390.24| 41.74000 18031.68 24" Roadway Pipe (Class 3 R.C.) | | | 0260 530A003 955.000 LF | 50.00000 47750.00| 55.03000 52553.65| 53.95000 51522.25 30" Roadway Pipe (Class 3 R.C.) | | | 0270 530A004 239.000 LF | 60.00000 14340.00| 71.28000 17035.92| 69.88000 16701.32 36" Roadway Pipe (Class 3 R.C.) | | | 0280 530A005 212.000 LF | 80.00000 16960.00| 91.08000 19308.96| 89.29000 18929.48 42" Roadway Pipe (Class 3 R.C.) | | | 0290 530A014 182.000 LF | 55.00000 10010.00| 57.44000 10454.08| 56.31000 10248.42 30" Roadway Pipe (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060728010 COUNTIES : TALLADEGA LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01087 |( 3 ) 13022 |WRIGHT BROTHERS CONSTRUCTIO |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 530A016 210.000 LF | 85.00000 17850.00| 98.41000 20666.10| 96.48000 20260.80 42" Roadway Pipe (Class 4 R.C.) | | | 0310 530A024 220.000 LF | 50.00000 11000.00| 48.65000 10703.00| 47.70000 10494.00 24" Roadway Pipe (Class 5 R.C.) | | | 0320 530A025 202.000 LF | 60.00000 12120.00| 61.68000 12459.36| 60.47000 12214.94 30" Roadway Pipe (Class 5 R.C.) | | | 0330 530A027 476.000 LF | 100.00000 47600.00| 100.54000 47857.04| 98.57000 46919.32 42" Roadway Pipe (Class 5 R.C.) | | | 0340 530B005 102.000 LF | 125.00000 12750.00| 107.74000 10989.48| 105.63000 10774.26 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0350 530B006 108.000 LF | 150.00000 16200.00| 128.95000 13926.60| 126.42000 13653.36 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0360 535A001 369.000 LF | 30.00000 11070.00| 30.66000 11313.54| 30.06000 11092.14 18" Side Drain Pipe | | | 0370 535A002 145.000 LF | 40.00000 5800.00| 41.22000 5976.90| 40.41000 5859.45 24" Side Drain Pipe | | | 0380 535A005 76.000 LF | 65.00000 4940.00| 90.18000 6853.68| 88.41000 6719.16 42" Side Drain Pipe | | | 0390 600A000 LUMP| 975000.00000 975000.00| 484890.00000 484890.00| 1480000.00000 1480000.00 Mobilization | | | 0400 601A000 1.000 EACH| 20000.00000 20000.00| 15430.90000 15430.90| 9000.00000 9000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0410 602A000 100.000 EACH| 125.00000 12500.00| 127.50000 12750.00| 125.00000 12500.00 Right Of Way Markers | | | 0420 603A002 1.000 EACH| 40000.00000 40000.00| 53540.51000 53540.51| 20000.00000 20000.00 Furnishing Type 3 Field Office | | | 0430 606A000 2000.000 LF | 8.00000 16000.00| 14.28000 28560.00| 14.00000 28000.00 6" Underdrain Pipe | | | 0440 610C001 9514.000 TON | 30.00000 285420.00| 28.56000 271719.84| 28.00000 266392.00 Loose Riprap, Class 2 | | | 0450 610D003 7520.000 SQYD| 3.00000 22560.00| 3.06000 23011.20| 3.00000 22560.00 Filter Blanket, Geotextile | | | 0460 618B003 474.000 SQYD| 45.00000 21330.00| 42.84000 20306.16| 42.00000 19908.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0470 619A003 10.000 EACH| 750.00000 7500.00| 688.50000 6885.00| 675.00000 6750.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060728010 COUNTIES : TALLADEGA LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01087 |( 3 ) 13022 |WRIGHT BROTHERS CONSTRUCTIO |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 619A004 16.000 EACH| 1000.00000 16000.00| 765.00000 12240.00| 750.00000 12000.00 30" Roadway Pipe End Treatment, Class 1 | | | 0490 619A005 2.000 EACH| 1500.00000 3000.00| 841.50000 1683.00| 825.00000 1650.00 36" Roadway Pipe End Treatment, Class 1 | | | 0500 619A006 7.000 EACH| 2000.00000 14000.00| 918.00000 6426.00| 900.00000 6300.00 42" Roadway Pipe End Treatment, Class 1 | | | 0510 619A054 2.000 EACH| 1500.00000 3000.00| 1683.00000 3366.00| 1650.00000 3300.00 30" Roadway Pipe End Treatment, Class 2 | | | 0520 619A055 2.000 EACH| 2000.00000 4000.00| 1785.00000 3570.00| 1750.00000 3500.00 36" Roadway Pipe End Treatment, Class 2 | | | 0530 619A056 1.000 EACH| 2500.00000 2500.00| 1912.50000 1912.50| 1875.00000 1875.00 42" Roadway Pipe End Treatment, Class 2 | | | 0540 619A101 14.000 EACH| 650.00000 9100.00| 663.00000 9282.00| 650.00000 9100.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A102 6.000 EACH| 750.00000 4500.00| 688.50000 4131.00| 675.00000 4050.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A105 2.000 EACH| 2000.00000 4000.00| 918.00000 1836.00| 900.00000 1800.00 42" Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619B020 1.000 EACH| 2500.00000 2500.00| 1530.00000 1530.00| 1500.00000 1500.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0580 619B021 1.000 EACH| 3000.00000 3000.00| 2040.00000 2040.00| 2000.00000 2000.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0590 619B070 1.000 EACH| 3000.00000 3000.00| 3570.00000 3570.00| 3500.00000 3500.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0600 619B071 1.000 EACH| 3500.00000 3500.00| 4335.00000 4335.00| 4250.00000 4250.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0610 620A000 2.000 CUYD| 750.00000 1500.00| 714.00000 1428.00| 700.00000 1400.00 Minor Structure Concrete | | | 0620 621A000 10.000 EACH| 2500.00000 25000.00| 2805.00000 28050.00| 2800.00000 28000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0630 621A001 3.000 EACH| 2500.00000 7500.00| 2805.00000 8415.00| 2800.00000 8400.00 Junction Boxes, Type 1, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060728010 COUNTIES : TALLADEGA LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01087 |( 3 ) 13022 |WRIGHT BROTHERS CONSTRUCTIO |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 621B000 29.000 EACH| 450.00000 13050.00| 765.00000 22185.00| 550.00000 15950.00 Junction Box Units, Type 1, 1P Or 5 | | | 0650 621B001 12.000 EACH| 450.00000 5400.00| 765.00000 9180.00| 550.00000 6600.00 Junction Box Units, Type 1, 2P Or 5 | | | 0660 630A001 6563.000 LF | 21.00000 137823.00| 16.07000 105467.41| 15.75000 103367.25 Steel Beam Guardrail, Class A, Type 2 | | | 0670 630C050 32.000 EACH| 2000.00000 64000.00| 2091.00000 66912.00| 2050.00000 65600.00 Guardrail End Anchor, Type 20 Series | | | 0680 650B000 34607.000 CUYD| 3.50000 121124.50| 3.57000 123546.99| 3.50000 121124.50 Topsoil From Stockpiles | | | 0690 652A100 105.000 ACRE| 750.00000 78750.00| 612.00000 64260.00| 600.00000 63000.00 Seeding | | | 0700 652C000 64.000 ACRE| 75.00000 4800.00| 51.00000 3264.00| 50.00000 3200.00 Mowing | | | 0710 654A001 3628.000 SQYD| 5.00000 18140.00| 5.10000 18502.80| 5.00000 18140.00 Solid Sodding (Bermuda) | | | 0720 656A010 79.000 ACRE| 550.00000 43450.00| 459.00000 36261.00| 450.00000 35550.00 Mulching | | | 0730 659A036 125942.000 SQYD| 2.00000 251884.00| 2.04000 256921.68| 2.00000 251884.00 Rolled Erosion Control Product, Type | | | (2D) | | | 0740 659A048 21256.000 SQYD| 5.00000 106280.00| 5.10000 108405.60| 5.00000 106280.00 Rolled Erosion Control Product, Type | | | (5A) | | | 0750 665A000 105.000 ACRE| 500.00000 52500.00| 408.00000 42840.00| 400.00000 42000.00 Temporary Seeding | | | 0760 665B000 105.000 ACRE| 600.00000 63000.00| 408.00000 42840.00| 400.00000 42000.00 Temporary Mulching | | | 0770 665C000 345.000 LF | 30.00000 10350.00| 22.44000 7741.80| 22.00000 7590.00 15" Temporary Pipe | | | 0780 665E000 12430.000 SQYD| 3.00000 37290.00| 1.53000 19017.90| 1.50000 18645.00 Polyethylene | | | 0790 665G000 80.000 EACH| 5.00000 400.00| 10.20000 816.00| 10.00000 800.00 Sand Bags | | | 0800 665I000 2400.000 TON | 30.00000 72000.00| 30.60000 73440.00| 30.00000 72000.00 Temporary Riprap, Class 2 | | | 0810 665J000 31680.000 LF | 3.60000 114048.00| 3.32000 105177.60| 4.75000 150480.00 Silt Fence, Type A | | | 0820 665K000 1840.000 CUYD| 15.00000 27600.00| 8.47000 15584.80| 8.30000 15272.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060728010 COUNTIES : TALLADEGA LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01087 |( 3 ) 13022 |WRIGHT BROTHERS CONSTRUCTIO |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 665O001 31680.000 LF | 0.80000 25344.00| 1.02000 32313.60| 0.90000 28512.00 Silt Fence Removal | | | 0840 665Q000 4320.000 LF | 8.00000 34560.00| 44.06000 190339.20| 6.07000 26222.40 12 Inch Wattle | | | 0850 665Q001 950.000 LF | 9.00000 8550.00| 7.37000 7001.50| 7.23000 6868.50 20 Inch Wattle | | | 0860 665T000 1243.000 LF | 2.00000 2486.00| 1.02000 1267.86| 1.00000 1243.00 Temporary Earth Berms | | | 0870 666A001 105.000 ACRE| 30.00000 3150.00| 40.80000 4284.00| 40.00000 4200.00 Pest Control Treatment | | | 0880 672B000 63.000 LB | 50.00000 3150.00| 25.50000 1606.50| 25.00000 1575.00 Flocculant Powder | | | 0890 672C000 8.000 EACH| 200.00000 1600.00| 188.70000 1509.60| 255.00000 2040.00 Flocculant Log | | | 0900 680A000 LUMP| 100000.00000 100000.00| 150960.00000 150960.00| 500000.00000 500000.00 Engineering Controls | | | 0910 701A028 8.000 MILE| 2200.00000 17600.00| 1887.00000 15096.00| 1850.00000 14800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0920 701A046 4.000 MILE| 1300.00000 5200.00| 1122.00000 4488.00| 1100.00000 4400.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0930 701A048 4.000 MILE| 2500.00000 10000.00| 2142.00000 8568.00| 2100.00000 8400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0940 701C000 4.000 MILE| 900.00000 3600.00| 765.00000 3060.00| 750.00000 3000.00 Broken Temporary Traffic Stripe | | | 0950 701C001 4.000 MILE| 1000.00000 4000.00| 805.80000 3223.20| 790.00000 3160.00 Solid Temporary Traffic Stripe | | | 0960 701D005 1.000 MILE| 3000.00000 3000.00| 2550.00000 2550.00| 2500.00000 2500.00 Solid Traffic Stripe Removed | | | 0970 701D014 1.000 MILE| 3000.00000 3000.00| 2550.00000 2550.00| 2500.00000 2500.00 Broken Traffic Stripe Removed (Paint) | | | 0980 703A002 72.000 SQFT| 6.00000 432.00| 5.10000 367.20| 5.00000 360.00 Traffic Control Markings, Class 2, Type | | | A | | | 0990 705A023 50.000 EACH| 6.50000 325.00| 5.61000 280.50| 5.50000 275.00 Pavement Markers, Class C, Type 2-D | | | 1000 705A032 40.000 EACH| 6.50000 260.00| 5.61000 224.40| 5.50000 220.00 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060728010 COUNTIES : TALLADEGA LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 01087 |( 3 ) 13022 |WRIGHT BROTHERS CONSTRUCTIO |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 705A037 273.000 EACH| 6.50000 1774.50| 5.61000 1531.53| 5.50000 1501.50 Pavement Markers, Class A-H, Type 2-D | | | 1020 710A115 38.000 SQFT| 25.00000 950.00| 16.76000 636.88| 17.00000 646.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1030 710A126 23.000 SQFT| 25.00000 575.00| 17.57000 404.11| 17.50000 402.50 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 1040 710B001 192.000 LF | 10.00000 1920.00| 8.65000 1660.80| 9.00000 1728.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1050 740B000 1369.000 SQFT| 10.00000 13690.00| 7.57000 10363.33| 11.48000 15716.12 Construction Signs | | | 1060 740D000 880.000 EACH| 60.00000 52800.00| 59.47000 52333.60| 65.00000 57200.00 Channelizing Drums | | | 1070 740E000 100.000 EACH| 15.00000 1500.00| 14.69000 1469.00| 7.00000 700.00 Cones (36 Inches High) | | | 1080 740F002 22.000 EACH| 250.00000 5500.00| 194.62000 4281.64| 250.00000 5500.00 Barricades, Type III | | | 1090 740I005 11.000 EACH| 350.00000 3850.00| 549.27000 6041.97| 650.00000 7150.00 Warning Lights, Type B (Detachable Head | | | 1100 740L006 35.000 EACH| 75.00000 2625.00| 81.09000 2838.15| 100.00000 3500.00 Vertical Panel, Type II (Double-Sided) | | | 1110 740M001 200.000 EACH| 5.00000 1000.00| 9.28000 1856.00| 4.00000 800.00 Ballast For Cone | | | 1120 998A000 LUMP| 592772.00000 592772.00| 810000.00000 810000.00| 810000.00000 810000.00 Construction Fuel (Maximum Bid Limited | | | To $ 810,000.00) | | | 1130 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 11,210,400.03| $ 11,739,276.14| $ 12,341,300.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,210,400.03| $ 11,739,276.14| $ 12,341,300.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20060728012 COUNTIES : HALE LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0014(504) for constructing the Bridge Removal and Realignment on SR-14 over Abandoned Southern Railroad west of Greensboro. Length 0.648 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20050 TOMLIN CONSTRUCTION, LLC $ 1,123,107.60 100.0000% 2 18024 RACON, INC. $ 1,124,063.15 100.0851% 3 03104 CARCEL & G. CONSTRUCTION, LLC $ 1,250,067.24 111.3043% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060728012 COUNTIES : HALE LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 18024 |( 3 ) 03104 |TOMLIN CONSTRUCTION, LLC |RACON, INC. |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 72000.00000 72000.00| 72000.00000 72000.00| 72000.00000 72000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000.00 Per Acre) | | | (Approximately | | | 0020 206A000 LUMP| 52000.00000 52000.00| 42000.00000 42000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 123+72.2 | | | 0030 206D000 190.000 LF | 5.00000 950.00| 11.91000 2262.90| 10.00000 1900.00 Removing Pipe | | | 0040 206D001 933.000 LF | 4.00000 3732.00| 4.85000 4525.05| 6.00000 5598.00 Removing Guardrail | | | 0050 210A000 42160.000 CUYD| 3.22000 135755.20| 3.00000 126480.00| 5.35000 225556.00 Unclassified Excavation | | | 0060 214A000 194.000 CUYD| 5.88000 1140.72| 10.00000 1940.00| 10.00000 1940.00 Structure Excavation | | | 0070 214B001 17.000 CUYD| 50.00000 850.00| 37.54000 638.18| 46.00000 782.00 Foundation Backfill, Commercial | | | 0080 230A000 39.000 RBST| 375.00000 14625.00| 470.41000 18345.99| 400.00000 15600.00 Roadbed Processing | | | 0090 301A001 4567.000 SQYD| 4.70000 21464.90| 6.30000 28772.10| 4.60000 21008.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 3.25" Compacted Thickness | | | 0100 301A008 1631.000 SQYD| 7.25000 11824.75| 7.64000 12460.84| 6.84000 11156.04 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0110 301A012 13997.000 SQYD| 8.70000 121773.90| 8.18000 114495.46| 7.50000 104977.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 305B060 100.000 TON | 28.00000 2800.00| 26.75000 2675.00| 30.00000 3000.00 Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0130 401A000 11766.000 SQYD| 0.68000 8000.88| 0.72000 8471.52| 0.75000 8824.50 Bituminous Treatment A | | | 0140 401B106 4567.000 SQYD| 4.98000 22743.66| 5.26000 24022.42| 5.25000 23976.75 Bituminous Treatment JG (With Polymer | | | Additive) | | | 0150 405A000 495.000 GAL | 2.08000 1029.60| 2.20000 1089.00| 3.00000 1485.00 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060728012 COUNTIES : HALE LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 18024 |( 3 ) 03104 |TOMLIN CONSTRUCTION, LLC |RACON, INC. |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424A361 907.000 TON | 63.02000 57159.14| 66.55000 60360.85| 61.00000 55327.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 424A370 100.000 TON | 78.13000 7813.00| 82.50000 8250.00| 76.00000 7600.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B651 1732.000 TON | 60.95000 105565.40| 64.36000 111471.52| 60.00000 103920.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 424B659 350.000 TON | 60.95000 21332.50| 64.36000 22526.00| 60.00000 21000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B663 107.000 TON | 62.50000 6687.50| 66.00000 7062.00| 62.00000 6634.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424C371 125.000 TON | 63.02000 7877.50| 66.55000 8318.75| 63.00000 7875.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 430B003 100.000 TON | 28.00000 2800.00| 26.68000 2668.00| 35.00000 3500.00 Aggregate Surfacing (ALDOT #57) | | | 0230 530A005 132.000 LF | 106.41000 14046.12| 87.01000 11485.32| 118.00000 15576.00 42" Roadway Pipe (Class 3 R.C.) | | | 0240 535A080 252.000 LF | 30.26000 7625.52| 37.21000 9376.92| 45.00000 11340.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0250 535A085 40.000 LF | 46.50000 1860.00| 48.18000 1927.20| 49.00000 1960.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0260 535B088 88.000 LF | 45.89000 4038.32| 48.64000 4280.32| 49.00000 4312.00 22" Span, 14" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0270 600A000 LUMP| 81500.00000 81500.00| 65000.00000 65000.00| 105000.00000 105000.00 Mobilization | | | 0280 601A000 1.000 EACH| 4000.00000 4000.00| 5000.00000 5000.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060728012 COUNTIES : HALE LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 18024 |( 3 ) 03104 |TOMLIN CONSTRUCTION, LLC |RACON, INC. |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 602A000 35.000 EACH| 125.00000 4375.00| 125.00000 4375.00| 200.00000 7000.00 Right Of Way Markers | | | 0300 606A012 250.000 LF | 15.00000 3750.00| 12.20000 3050.00| 20.00000 5000.00 6" Underdrain Pipe, Type 8 | | | 0310 610C001 2099.000 TON | 36.00000 75564.00| 30.82000 64691.18| 45.00000 94455.00 Loose Riprap, Class 2 | | | 0320 610D003 1658.000 SQYD| 3.28000 5438.24| 3.00000 4974.00| 3.00000 4974.00 Filter Blanket, Geotextile | | | 0330 614A000 39.000 CUYD| 325.00000 12675.00| 300.96000 11737.44| 400.00000 15600.00 Slope Paving | | | 0340 619A006 2.000 EACH| 2217.25000 4434.50| 1889.00000 3778.00| 2500.00000 5000.00 42" Roadway Pipe End Treatment, Class 1 | | | 0350 619A101 8.000 EACH| 1061.92000 8495.36| 912.45000 7299.60| 900.00000 7200.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0360 619A102 2.000 EACH| 1136.42000 2272.84| 977.85000 1955.70| 1000.00000 2000.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0370 619B116 4.000 EACH| 1061.92000 4247.68| 912.45000 3649.80| 1000.00000 4000.00 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0380 636A002 1390.000 LF | 10.00000 13900.00| 6.03000 8381.70| 5.00000 6950.00 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0390 637A000 508.000 LF | 6.75000 3429.00| 10.15000 5156.20| 10.00000 5080.00 Fence Reset | | | 0400 650A000 4683.000 CUYD| 7.00000 32781.00| 4.00000 18732.00| 10.00000 46830.00 Topsoil | | | 0410 650B000 1233.000 CUYD| 4.75000 5856.75| 4.00000 4932.00| 7.00000 8631.00 Topsoil From Stockpiles | | | 0420 651B000 30.000 TON | 46.39000 1391.70| 49.50000 1485.00| 48.00000 1440.00 Agricultural Limestone | | | 0430 652A100 15.000 ACRE| 618.56000 9278.40| 660.00000 9900.00| 700.00000 10500.00 Seeding | | | 0440 652C000 15.000 ACRE| 103.09000 1546.35| 110.00000 1650.00| 100.00000 1500.00 Mowing | | | 0450 654A001 104.000 SQYD| 5.67000 589.68| 6.05000 629.20| 6.00000 624.00 Solid Sodding (Bermuda) | | | 0460 656A010 15.000 ACRE| 515.46000 7731.90| 550.00000 8250.00| 550.00000 8250.00 Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060728012 COUNTIES : HALE LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 18024 |( 3 ) 03104 |TOMLIN CONSTRUCTION, LLC |RACON, INC. |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 659A025 500.000 SQYD| 2.58000 1290.00| 2.20000 1100.00| 2.50000 1250.00 Rolled Erosion Control Product, Type | | | (1A) | | | 0480 665I000 300.000 TON | 32.00000 9600.00| 30.82000 9246.00| 60.00000 18000.00 Temporary Riprap, Class 2 | | | 0490 665J000 5029.000 LF | 5.25000 26402.25| 3.07000 15439.03| 4.25000 21373.25 Silt Fence, Type A | | | 0500 665O001 5029.000 LF | 3.75000 18858.75| 1.56000 7845.24| 1.00000 5029.00 Silt Fence Removal | | | 0510 665Q001 830.000 LF | 7.73000 6415.90| 7.28000 6042.40| 8.00000 6640.00 20 Inch Wattle | | | 0520 666A001 15.000 ACRE| 125.00000 1875.00| 0.00000 0.00| 5.00000 75.00 Pest Control Treatment | | | 0530 672B000 150.000 LB | 12.00000 1800.00| 12.10000 1815.00| 13.00000 1950.00 Flocculant Powder | | | 0540 680A000 LUMP| 36500.00000 36500.00| 25000.00000 25000.00| 35000.00000 35000.00 Engineering Controls | | | 0550 701A028 2.000 MILE| 2603.09000 5206.18| 2790.00000 5580.00| 3000.00000 6000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0560 701A048 2.000 MILE| 2603.09000 5206.18| 2790.00000 5580.00| 3000.00000 6000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0570 701C003 4.000 MILE| 1041.24000 4164.96| 1116.00000 4464.00| 1200.00000 4800.00 Solid Temporary Traffic Stripe (Paint) | | | 0580 701D007 1.000 MILE| 2603.09000 2603.09| 2790.00000 2790.00| 2000.00000 2000.00 Solid Traffic Stripe Removed (Paint) | | | 0590 703A002 52.000 SQFT| 10.41000 541.32| 11.16000 580.32| 10.00000 520.00 Traffic Control Markings, Class 2, Type | | | A | | | 0600 703D002 52.000 SQFT| 2.08000 108.16| 2.23000 115.96| 10.00000 520.00 Temporary Traffic Control Markings | | | (Paint) | | | 0610 705A037 106.000 EACH| 10.41000 1103.46| 11.16000 1182.96| 10.50000 1113.00 Pavement Markers, Class A-H, Type 2-D | | | 0620 740B000 435.000 SQFT| 7.14000 3105.90| 8.16000 3549.60| 10.00000 4350.00 Construction Signs | | | 0630 740D000 63.000 EACH| 59.18000 3728.34| 67.63000 4260.69| 60.00000 3780.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060728012 COUNTIES : HALE LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 18024 |( 3 ) 03104 |TOMLIN CONSTRUCTION, LLC |RACON, INC. |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 740E000 25.000 EACH| 16.33000 408.25| 5.00000 125.00| 15.00000 375.00 Cones (36 Inches High) | | | 0650 740F002 8.000 EACH| 183.67000 1469.36| 209.88000 1679.04| 250.00000 2000.00 Barricades, Type III | | | 0660 740I005 4.000 EACH| 142.86000 571.44| 163.24000 652.96| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | 0670 740L005 17.000 EACH| 69.90000 1188.30| 79.87000 1357.79| 80.00000 1360.00 Vertical Panel, Type I (Double-Sided) | | | 0680 740M001 25.000 EACH| 8.27000 206.75| 5.00000 125.00| 10.00000 250.00 Ballast For Cone | | | 0690 998A000 LUMP| 1.00000 1.00| 83000.00000 83000.00| 10000.00000 10000.00 Construction Fuel (Maximum Bid Limited | | | To $ 83,000.00) | | | SECTION TOTALS | $ 1,123,107.60| $ 1,124,063.15| $ 1,250,067.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,123,107.60| $ 1,124,063.15| $ 1,250,067.24 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 20060728013 COUNTIES : SHELBY LETTING DATE : 07/28/06 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-5900(210) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on CR-61 at a tributary of Four Mile Creek northwest of Wilsonville. Length 0.132 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 444,804.89 100.0000% 2 23070 WINSTON CONTRACTING, L.L.C. $ 576,009.70 129.4972% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20060728013 COUNTIES : SHELBY LETTING DATE : 07/28/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 23070 |( ) |WARE CONSTRUCTION CO., INC. |WINSTON CONTRACTING, L.L.C. | 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| 8000.00000 8000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per | | | Acre)(Approximately 2 Acres) | | | 0020 206B000 LUMP| 14000.00000 14000.00| 6500.00000 6500.00| Removal Of Old Box Culvert, Station | | | 16+42.34 | | | 0030 206B001 LUMP| 9000.00000 9000.00| 1500.00000 1500.00| Removal Of Old Box Culvert, Station | | | 13+63.00 | | | 0040 206D000 46.000 LF | 75.00000 3450.00| 6.50000 299.00| Removing Pipe | | | 0050 210A000 1989.000 CUYD| 6.50000 12928.50| 40.00000 79560.00| Unclassified Excavation | | | 0061 210D001 650.000 CUYD| 10.00000 6500.00| 7.00000 4550.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 1102.000 CUYD| 12.00000 13224.00| 125.00000 137750.00| Structure Excavation | | | 0080 214B001 260.000 CUYD| 28.00000 7280.00| 33.00000 8580.00| Foundation Backfill, Commercial | | | 0090 230A000 5.000 RBST| 900.00000 4500.00| 1575.00000 7875.00| Roadbed Processing | | | 0100 301A004 4518.000 SQYD| 3.96000 17891.28| 4.75000 21460.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0110 401A000 1444.000 SQYD| 1.19000 1718.36| 0.90000 1299.60| Bituminous Treatment A | | | 0120 405A000 60.000 GAL | 2.82000 169.20| 5.32000 319.20| Tack Coat | | | 0130 429A200 137.000 TON | 93.87000 12860.19| 95.71000 13112.27| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429B201 174.000 TON | 76.89000 13378.86| 82.95000 14433.30| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20060728013 COUNTIES : SHELBY LETTING DATE : 07/28/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 23070 |( ) |WARE CONSTRUCTION CO., INC. |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 429C210 10.000 TON | 196.00000 1960.00| 319.02000 3190.20| Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0160 502A001 45059.000 LB | 1.00000 45059.00| 0.57000 25683.63| Steel Reinforcement (Grade 60) | | | 0170 524A011 214.000 CUYD| 485.00000 103790.00| 680.00000 145520.00| Culvert Concrete (Cast In Place) | | | 0180 600A000 LUMP| 44500.00000 44500.00| 25500.00000 25500.00| Mobilization | | | 0190 610C001 1297.000 TON | 35.00000 45395.00| 23.50000 30479.50| Loose Riprap, Class 2 | | | 0200 610D003 1095.000 SQYD| 4.50000 4927.50| 2.00000 2190.00| Filter Blanket, Geotextile | | | 0210 650A000 147.000 CUYD| 10.00000 1470.00| 12.50000 1837.50| Topsoil | | | 0220 652A100 2.000 ACRE| 1500.00000 3000.00| 1000.00000 2000.00| Seeding | | | 0230 652C000 2.000 ACRE| 1000.00000 2000.00| 25.00000 50.00| Mowing | | | 0240 656A010 2.000 ACRE| 1500.00000 3000.00| 1000.00000 2000.00| Mulching | | | 0250 665F000 156.000 EACH| 8.00000 1248.00| 6.00000 936.00| Hay Bales | | | 0260 665J000 1850.000 LF | 6.50000 12025.00| 4.00000 7400.00| Silt Fence, Type A | | | 0270 665O001 1850.000 LF | 5.00000 9250.00| 1.50000 2775.00| Silt Fence Removal | | | 0280 666A001 2.000 ACRE| 200.00000 400.00| 80.00000 160.00| Pest Control Treatment | | | 0290 680A000 LUMP| 15000.00000 15000.00| 12500.00000 12500.00| Engineering Controls | | | 0300 701A031 1.000 MILE| 1100.00000 1100.00| 1200.00000 1200.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0310 701A035 1.000 MILE| 1400.00000 1400.00| 1500.00000 1500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0320 705A037 10.000 EACH| 6.00000 60.00| 6.50000 65.00| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20060728013 COUNTIES : SHELBY LETTING DATE : 07/28/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 23070 |( ) |WARE CONSTRUCTION CO., INC. |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740B000 348.000 SQFT| 15.00000 5220.00| 8.00000 2784.00| Construction Signs | | | 0340 740F002 8.000 EACH| 400.00000 3200.00| 250.00000 2000.00| Barricades, Type III | | | 0350 740I005 4.000 EACH| 300.00000 1200.00| 250.00000 1000.00| Warning Lights, Type B (Detachable Head | | | 0360 998A000 LUMP| 18700.00000 18700.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 18,700.00) | | | SECTION TOTALS | $ 444,804.89| $ 576,009.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 444,804.89| $ 576,009.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20060728017 COUNTIES : MACON LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 CONTRACT TIME : 20 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : APL-4424(200) for the Bridge Removal and Utility Relocation on CR-54 (Main Street) at the CXST Railroad in Notasulga. Length 0.031 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02109 BURNETT CIVIL CONTRACTING, LLC $ 141,174.80 100.0000% 2 13093 MCDONALD CONSTRUCTION CO., INC. $ 145,000.00 102.7095% 3 23044 WARE CONSTRUCTION CO., INC. $ 149,978.80 106.2362% 4 13021 MURPHREE BRIDGE CORPORATION $ 198,795.10 140.8149% 5 03047 CARTER'S CONTRACTING SERVICES, INC. $ 250,000.00 177.0854% 6 19007 SCOTT BRIDGE COMPANY, INC. $ 250,000.00 177.0854% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20060728017 COUNTIES : MACON LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 02109 |( 2 ) 13093 |( 3 ) 23044 |BURNETT CIVIL CONTRACTING, |MCDONALD CONSTRUCTION CO., |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 910A000 LUMP| 141174.80000 141174.80| 145000.00000 145000.00| 149978.80000 149978.80 Lump Sum Project | | | SECTION TOTALS | $ 141,174.80| $ 145,000.00| $ 149,978.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 141,174.80| $ 145,000.00| $ 149,978.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20060728017 COUNTIES : MACON LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 03047 |( 6 ) 19007 |MURPHREE BRIDGE CORPORATION |CARTER'S CONTRACTING SERVIC |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 910A000 LUMP| 198795.10000 198795.10| 250000.00000 250000.00| 250000.00000 250000.00 Lump Sum Project | | | SECTION TOTALS | $ 198,795.10| $ 250,000.00| $ 250,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,795.10| $ 250,000.00| $ 250,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20060728017 COUNTIES : MACON LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 7 ) 03047 |( ) |( ) |CARTER'S CONTRACTING SERVIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 910A000 LUMP| 250000.00000 250000.00| | Lump Sum Project | | | SECTION TOTALS | $ 250,000.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 250,000.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20060728018 COUNTIES : ETOWAH LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0001(528) for constructing the Planing, Resurfacing and Traffic Stripe 99-301-285-001-603 on SR-1 (US-431) from just north of CR-137 (Rockledge Road) to the Marshall County line in Boaz. Length 7.110 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 2,210,367.43 100.0000% 2 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 2,223,720.08 100.6041% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 2,231,631.47 100.9620% 4 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 2,387,344.92 108.0067% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060728018 COUNTIES : ETOWAH LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( 3 ) 07002 |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 9098.000 GAL | 2.65000 24109.70| 2.49000 22654.02| 1.80000 16376.40 Tack Coat | | | 0020 408A051 231094.000 SQYD| 0.53000 122479.82| 0.43000 99370.42| 0.94000 217228.36 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 408A054 1700.000 SQYD| 3.10000 5270.00| 4.82000 8194.00| 2.00000 3400.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0040 410H000 1.000 EACH| 30000.00000 30000.00| 21284.57000 21284.57| 30000.00000 30000.00 Material Remixing Device | | | 0050 424A360 19784.000 TON | 56.86000 1124918.24| 60.35000 1193964.40| 54.34000 1075062.56 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B651 7458.000 TON | 47.09000 351197.22| 49.24000 367231.92| 46.50000 346797.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B659 300.000 TON | 61.50000 18450.00| 86.09000 25827.00| 60.00000 18000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 2920.000 TON | 53.00000 154760.00| 49.24000 143780.80| 46.96000 137123.20 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B681 24.000 TON | 53.00000 1272.00| 60.16000 1443.84| 75.00000 1800.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 430B040 9735.000 TON | 10.47000 101925.45| 16.00000 155760.00| 15.15000 147485.25 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0110 600A000 LUMP| 97000.00000 97000.00| 19887.06000 19887.06| 47775.00000 47775.00 Mobilization | | | 0120 652A100 4.000 ACRE| 500.00000 2000.00| 450.00000 1800.00| 535.30000 2141.20 Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060728018 COUNTIES : ETOWAH LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( 3 ) 07002 |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 656A010 4.000 ACRE| 500.00000 2000.00| 450.00000 1800.00| 535.30000 2141.20 Mulching | | | 0140 665J000 1000.000 LF | 3.75000 3750.00| 2.65000 2650.00| 4.02000 4020.00 Silt Fence, Type A | | | 0150 665O001 1000.000 LF | 1.50000 1500.00| 1.00000 1000.00| 1.61000 1610.00 Silt Fence Removal | | | 0160 665Q001 250.000 LF | 8.00000 2000.00| 6.75000 1687.50| 7.00000 1750.00 20 Inch Wattle | | | 0170 680A000 LUMP| 2000.00000 2000.00| 1704.47000 1704.47| 5000.00000 5000.00 Engineering Controls | | | 0180 701A028 19.000 MILE| 1800.00000 34200.00| 1800.00000 34200.00| 1927.08000 36614.52 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A032 15.000 MILE| 1800.00000 27000.00| 1800.00000 27000.00| 1927.08000 28906.20 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 15.000 MILE| 1100.00000 16500.00| 1000.00000 15000.00| 1177.66000 17664.90 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 2288.000 LF | 1.50000 3432.00| 1.00000 2288.00| 1.61000 3683.68 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 18.000 MILE| 720.00000 12960.00| 750.00000 13500.00| 770.83000 13874.94 Broken Temporary Traffic Stripe | | | 0230 701C001 36.000 MILE| 780.00000 28080.00| 800.00000 28800.00| 835.07000 30062.52 Solid Temporary Traffic Stripe | | | 0240 703A002 3907.000 SQFT| 3.50000 13674.50| 3.00000 11721.00| 3.75000 14651.25 Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 292.000 SQFT| 4.00000 1168.00| 4.00000 1168.00| 4.28000 1249.76 Traffic Control Legends, Class 2, Type | | | 0260 705A030 304.000 EACH| 5.50000 1672.00| 5.75000 1748.00| 5.89000 1790.56 Pavement Markers, Class A-H, Type 2-C | | | 0270 705A031 939.000 EACH| 5.50000 5164.50| 5.75000 5399.25| 5.89000 5530.71 Pavement Markers, Class A-H, Type 1-A | | | 0280 740B000 1398.000 SQFT| 8.00000 11184.00| 6.89000 9632.22| 7.87000 11002.26 Construction Signs | | | 0290 740D000 100.000 EACH| 55.00000 5500.00| 13.44000 1344.00| 68.90000 6890.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060728018 COUNTIES : ETOWAH LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( 3 ) 07002 |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740E000 200.000 EACH| 10.00000 2000.00| 1.34000 268.00| 5.00000 1000.00 Cones (36 Inches High) | | | 0310 740M001 200.000 EACH| 1.00000 200.00| 1.34000 268.00| 2.50000 500.00 Ballast For Cone | | | 0320 741C010 1.000 EACH| 3000.00000 3000.00| 1343.61000 1343.61| 500.00000 500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0330 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 103,000.00) | | | SECTION TOTALS | $ 2,210,367.43| $ 2,223,720.08| $ 2,231,631.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,210,367.43| $ 2,223,720.08| $ 2,231,631.47 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060728018 COUNTIES : ETOWAH LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 9098.000 GAL | 2.50000 22745.00| | Tack Coat | | | 0020 408A051 231094.000 SQYD| 0.68000 157143.92| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 408A054 1700.000 SQYD| 6.00000 10200.00| | Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0040 410H000 1.000 EACH| 36470.00000 36470.00| | Material Remixing Device | | | 0050 424A360 19784.000 TON | 57.50000 1137580.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B651 7458.000 TON | 52.00000 387816.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B659 300.000 TON | 75.00000 22500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 2920.000 TON | 56.00000 163520.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B681 24.000 TON | 70.00000 1680.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 430B040 9735.000 TON | 17.00000 165495.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0110 600A000 LUMP| 100000.00000 100000.00| | Mobilization | | | 0120 652A100 4.000 ACRE| 670.00000 2680.00| | Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 018 -6 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060728018 COUNTIES : ETOWAH LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 656A010 4.000 ACRE| 655.00000 2620.00| | Mulching | | | 0140 665J000 1000.000 LF | 3.00000 3000.00| | Silt Fence, Type A | | | 0150 665O001 1000.000 LF | 1.10000 1100.00| | Silt Fence Removal | | | 0160 665Q001 250.000 LF | 8.00000 2000.00| | 20 Inch Wattle | | | 0170 680A000 LUMP| 3000.00000 3000.00| | Engineering Controls | | | 0180 701A028 19.000 MILE| 1800.00000 34200.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A032 15.000 MILE| 1800.00000 27000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 15.000 MILE| 1100.00000 16500.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 2288.000 LF | 1.50000 3432.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 18.000 MILE| 720.00000 12960.00| | Broken Temporary Traffic Stripe | | | 0230 701C001 36.000 MILE| 780.00000 28080.00| | Solid Temporary Traffic Stripe | | | 0240 703A002 3907.000 SQFT| 3.50000 13674.50| | Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 292.000 SQFT| 4.00000 1168.00| | Traffic Control Legends, Class 2, Type | | | 0260 705A030 304.000 EACH| 5.50000 1672.00| | Pavement Markers, Class A-H, Type 2-C | | | 0270 705A031 939.000 EACH| 5.50000 5164.50| | Pavement Markers, Class A-H, Type 1-A | | | 0280 740B000 1398.000 SQFT| 11.00000 15378.00| | Construction Signs | | | 0290 740D000 100.000 EACH| 19.66000 1966.00| | Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 018 -7 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060728018 COUNTIES : ETOWAH LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740E000 200.000 EACH| 10.00000 2000.00| | Cones (36 Inches High) | | | 0310 740M001 200.000 EACH| 5.00000 1000.00| | Ballast For Cone | | | 0320 741C010 1.000 EACH| 3600.00000 3600.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0330 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 103,000.00) | | | SECTION TOTALS | $ 2,387,344.92| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,387,344.92| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20060728019 COUNTIES : FRANKLIN LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0019(503) for constructing the Resurfacing and Traffic Stripe on SR-19 99-302-302-019-601 from the Marion County line to SR-172 at Vina. Length 3.560 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 985,596.20 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,055,978.08 107.1410% 3 20011 TRI-COUNTY CONSTRUCTION, INC. $ 1,056,792.98 107.2237% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060728019 COUNTIES : FRANKLIN LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01087 |( 3 ) 20011 |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, 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 209A000 4.000 EACH| 350.00000 1400.00| 135.02000 540.08| 150.00000 600.00 Mailbox Reset, Single | | | 0020 305B060 1215.000 TON | 16.00000 19440.00| 21.11000 25648.65| 25.00000 30375.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 405A000 3669.000 GAL | 2.25000 8255.25| 1.86000 6824.34| 1.60000 5870.40 Tack Coat | | | 0040 408A051 534.000 SQYD| 15.00000 8010.00| 4.17000 2226.78| 16.85000 8997.90 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 424A340 4728.000 TON | 57.00000 269496.00| 59.02000 279046.56| 53.96000 255122.88 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A349 12.000 TON | 85.00000 1020.00| 94.18000 1130.16| 75.00000 900.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B639 1000.000 TON | 52.00000 52000.00| 76.06000 76060.00| 66.34000 66340.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424B642 3673.000 TON | 54.00000 198342.00| 59.42000 218249.66| 54.76000 201133.48 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B643 5438.000 TON | 50.00000 271900.00| 54.13000 294358.94| 54.18000 294630.84 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 424B646 12.000 TON | 100.00000 1200.00| 91.28000 1095.36| 75.00000 900.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424C350 1097.000 TON | 46.00000 50462.00| 57.91000 63527.27| 56.34000 61804.98 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060728019 COUNTIES : FRANKLIN LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01087 |( 3 ) 20011 |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. |TRI-COUNTY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 12500.00000 12500.00| 13421.50000 13421.50| 22500.00000 22500.00 Mobilization | | | 0130 652A100 2.000 ACRE| 825.00000 1650.00| 1121.72000 2243.44| 1250.00000 2500.00 Seeding | | | 0140 656A010 2.000 ACRE| 825.00000 1650.00| 1121.72000 2243.44| 1250.00000 2500.00 Mulching | | | 0150 665J000 200.000 LF | 4.13000 826.00| 3.60000 720.00| 10.00000 2000.00 Silt Fence, Type A | | | 0160 665O001 200.000 LF | 1.65000 330.00| 2.06000 412.00| 6.00000 1200.00 Silt Fence Removal | | | 0170 665Q001 200.000 LF | 9.00000 1800.00| 6.31000 1262.00| 9.00000 1800.00 20 Inch Wattle | | | 0180 680A000 LUMP| 3500.00000 3500.00| 3399.40000 3399.40| 20000.00000 20000.00 Engineering Controls | | | 0190 701A028 8.000 MILE| 1980.00000 15840.00| 1800.00000 14400.00| 1800.00000 14400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A046 2.000 MILE| 1210.00000 2420.00| 1100.00000 2200.00| 1100.00000 2200.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 5.000 MILE| 2310.00000 11550.00| 2100.00000 10500.00| 2100.00000 10500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701C000 4.000 MILE| 792.00000 3168.00| 720.00000 2880.00| 720.00000 2880.00 Broken Temporary Traffic Stripe | | | 0230 701C001 24.000 MILE| 858.00000 20592.00| 780.00000 18720.00| 780.00000 18720.00 Solid Temporary Traffic Stripe | | | 0240 703A002 408.000 SQFT| 5.50000 2244.00| 5.00000 2040.00| 5.00000 2040.00 Traffic Control Markings, Class 2, Type | | | A | | | 0250 703D001 816.000 SQFT| 2.20000 1795.20| 2.00000 1632.00| 2.00000 1632.00 Temporary Traffic Control Markings | | | 0260 705A032 53.000 EACH| 6.05000 320.65| 5.50000 291.50| 5.50000 291.50 Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 336.000 EACH| 6.05000 2032.80| 5.50000 1848.00| 5.50000 1848.00 Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 579.000 SQFT| 7.70000 4458.30| 7.00000 4053.00| 14.00000 8106.00 Construction Signs | | | 0290 740D000 20.000 EACH| 50.00000 1000.00| 0.01000 0.20| 75.00000 1500.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060728019 COUNTIES : FRANKLIN LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01087 |( 3 ) 20011 |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. |TRI-COUNTY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740E000 200.000 EACH| 14.92000 2984.00| 0.01000 2.00| 25.00000 5000.00 Cones (36 Inches High) | | | 0310 740M001 200.000 EACH| 9.55000 1910.00| 0.01000 2.00| 20.00000 4000.00 Ballast For Cone | | | 0320 740O000 1.000 EACH| 2500.00000 2500.00| 4998.80000 4998.80| 2500.00000 2500.00 Pilot Car | | | 0330 998A000 LUMP| 9000.00000 9000.00| 1.00000 1.00| 2000.00000 2000.00 Construction Fuel (Maximum Bid Limited | | | To $ 46,000.00) | | | SECTION TOTALS | $ 985,596.20| $ 1,055,978.08| $ 1,056,792.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 985,596.20| $ 1,055,978.08| $ 1,056,792.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20060728020 COUNTIES : MARENGO LETTING DATE : 07/28/06 10:00 AM DIVISION : 08 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0025(510) for constructing the Resurfacing and Traffic 99-308-462-025-606 Stripe on SR-25 from just south of SR-10 at Vineland to north of CR-32. Length 5.484 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 1,333,912.50 100.0000% 2 01073 ASPHALT SUPPLY, LLC $ 1,475,208.20 110.5926% 3 19100 SOUTHWEST ALABAMA CONSTRUCTION, LLC $ 1,621,540.00 121.5627% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20060728020 COUNTIES : MARENGO LETTING DATE : 07/28/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01073 |( 3 ) 19100 |ASPHALT CONTRACTORS, INC. |ASPHALT SUPPLY, LLC |SOUTHWEST ALABAMA CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 5662.000 CUYD| 11.75000 66528.50| 15.50000 87761.00| 10.00000 56620.00 Borrow Excavation | | | 0020 405A000 5833.000 GAL | 1.75000 10207.75| 3.65000 21290.45| 3.50000 20415.50 Tack Coat | | | 0030 424A360 5705.000 TON | 58.75000 335168.75| 53.00000 302365.00| 66.00000 376530.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424B654 100.000 TON | 90.00000 9000.00| 65.00000 6500.00| 85.00000 8500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B658 11040.000 TON | 53.00000 585120.00| 52.00000 574080.00| 66.00000 728640.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B692 2760.000 TON | 58.75000 162150.00| 54.00000 149040.00| 72.00000 198720.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 430B000 200.000 TON | 38.75000 7750.00| 49.00000 9800.00| 55.00000 11000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0080 600A000 LUMP| 62900.00000 62900.00| 131500.00000 131500.00| 100000.00000 100000.00 Mobilization | | | 0090 652A100 7.000 ACRE| 500.00000 3500.00| 1500.00000 10500.00| 1000.00000 7000.00 Seeding | | | 0100 656A010 7.000 ACRE| 400.00000 2800.00| 1500.00000 10500.00| 1000.00000 7000.00 Mulching | | | 0110 665J000 1000.000 LF | 3.50000 3500.00| 4.85000 4850.00| 6.00000 6000.00 Silt Fence, Type A | | | 0120 665O001 1000.000 LF | 0.40000 400.00| 2.40000 2400.00| 3.00000 3000.00 Silt Fence Removal | | | 0130 665Q001 500.000 LF | 6.50000 3250.00| 37.00000 18500.00| 5.50000 2750.00 20 Inch Wattle | | | 0140 666A001 7.000 ACRE| 10.00000 70.00| 1100.00000 7700.00| 350.00000 2450.00 Pest Control Treatment | | | 0150 701A028 11.000 MILE| 1800.00000 19800.00| 1980.00000 21780.00| 1800.00000 19800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20060728020 COUNTIES : MARENGO LETTING DATE : 07/28/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01073 |( 3 ) 19100 |ASPHALT CONTRACTORS, INC. |ASPHALT SUPPLY, LLC |SOUTHWEST ALABAMA CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A046 6.000 MILE| 1050.00000 6300.00| 1155.00000 6930.00| 1050.00000 6300.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 5.000 MILE| 2050.00000 10250.00| 2255.00000 11275.00| 2050.00000 10250.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701C002 11.000 MILE| 720.00000 7920.00| 792.00000 8712.00| 720.00000 7920.00 Broken Temporary Traffic Stripe (Paint) | | | 0190 701C003 10.000 MILE| 780.00000 7800.00| 858.00000 8580.00| 780.00000 7800.00 Solid Temporary Traffic Stripe (Paint) | | | 0200 701G125 544.000 LF | 5.00000 2720.00| 5.50000 2992.00| 5.00000 2720.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G129 272.000 LF | 5.00000 1360.00| 5.50000 1496.00| 5.00000 1360.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G133 272.000 LF | 5.00000 1360.00| 5.50000 1496.00| 5.00000 1360.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701H001 816.000 LF | 2.00000 1632.00| 2.20000 1795.20| 2.00000 1632.00 Solid Traffic Stripe Removed (Plastic) | | | 0240 701H006 272.000 LF | 2.00000 544.00| 2.20000 598.40| 2.00000 544.00 Broken Traffic Stripe Removed (Plastic) | | | 0250 703A002 180.000 SQFT| 5.00000 900.00| 5.50000 990.00| 5.00000 900.00 Traffic Control Markings, Class 2, Type | | | A | | | 0260 703B002 253.000 SQFT| 5.00000 1265.00| 5.50000 1391.50| 5.00000 1265.00 Traffic Control Legends, Class 2, Type | | | 0270 703D002 360.000 SQFT| 2.00000 720.00| 2.20000 792.00| 2.00000 720.00 Temporary Traffic Control Markings | | | (Paint) | | | 0280 703E002 505.000 SQFT| 2.00000 1010.00| 2.20000 1111.00| 2.00000 1010.00 Temporary Traffic Control Legends | | | (Paint) | | | 0290 705A032 278.000 EACH| 5.50000 1529.00| 6.05000 1681.90| 5.50000 1529.00 Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 375.000 EACH| 5.50000 2062.50| 6.05000 2268.75| 5.50000 2062.50 Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 568.000 SQFT| 8.75000 4970.00| 11.50000 6532.00| 12.75000 7242.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20060728020 COUNTIES : MARENGO LETTING DATE : 07/28/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01073 |( 3 ) 19100 |ASPHALT CONTRACTORS, INC. |ASPHALT SUPPLY, LLC |SOUTHWEST ALABAMA CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740D000 100.000 EACH| 20.00000 2000.00| 50.00000 5000.00| 75.00000 7500.00 Channelizing Drums | | | 0330 740E000 200.000 EACH| 12.00000 2400.00| 12.00000 2400.00| 15.00000 3000.00 Cones (36 Inches High) | | | 0340 740M001 200.000 EACH| 8.00000 1600.00| 3.00000 600.00| 10.00000 2000.00 Ballast For Cone | | | 0350 740O000 1.000 EACH| 3425.00000 3425.00| 6000.00000 6000.00| 6000.00000 6000.00 Pilot Car | | | 0360 998A000 LUMP| 0.00000 0.00| 44000.00000 44000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 57,000.00) | | | SECTION TOTALS | $ 1,333,912.50| $ 1,475,208.20| $ 1,621,540.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,333,912.50| $ 1,475,208.20| $ 1,621,540.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20060728021 COUNTIES : WINSTON LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EB-0013(528) for constructing the Planing, Resurfacing and Traffic Stripe on SR-13 from just south of SR-129 (MP 269.360) to the Marion County line in Haleyville. Length 2.124 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 1,069,666.32 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,085,560.02 101.4859% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,231,546.68 115.1337% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20060728021 COUNTIES : WINSTON LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01087 |( 3 ) 04013 |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 313.000 LF | 2.75000 860.75| 2.50000 782.50| 1.95000 610.35 Removing Guardrail | | | 0020 206E008 4.000 EACH| 165.00000 660.00| 150.00000 600.00| 122.63000 490.52 Removing Guardrail End Anchor (All Type | | | 0030 305B060 287.000 TON | 20.00000 5740.00| 30.05000 8624.35| 23.64000 6784.68 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0040 405A000 2643.000 GAL | 2.25000 5946.75| 1.99000 5259.57| 1.90000 5021.70 Tack Coat | | | 0050 408A052 20306.000 SQYD| 2.00000 40612.00| 0.93000 18884.58| 1.06000 21524.36 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 408A053 32876.000 SQYD| 2.50000 82190.00| 2.29000 75286.04| 1.71000 56217.96 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0070 410B000 1.000 EACH| 5000.00000 5000.00| 6805.27000 6805.27| 2768.95000 2768.95 State Furnished Profilograph | | | 0080 410H000 1.000 EACH| 20000.00000 20000.00| 22027.40000 22027.40| 12324.39000 12324.39 Material Remixing Device | | | 0090 424A360 5146.000 TON | 56.00000 288176.00| 62.80000 323168.80| 64.37000 331248.02 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A369 285.000 TON | 63.00000 17955.00| 88.42000 25199.70| 76.93000 21925.05 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B650 3468.000 TON | 49.00000 169932.00| 40.15000 139240.20| 63.26000 219385.68 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424B654 1000.000 TON | 61.00000 61000.00| 41.05000 41050.00| 99.14000 99140.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B657 2193.000 TON | 53.50000 117325.50| 58.75000 128838.75| 61.65000 135198.45 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20060728021 COUNTIES : WINSTON LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01087 |( 3 ) 04013 |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B658 482.000 TON | 51.00000 24582.00| 83.65000 40319.30| 65.87000 31749.34 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B661 303.000 TON | 51.00000 15453.00| 83.69000 25358.07| 73.87000 22382.61 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 428C000 2523.000 LF | 2.00000 5046.00| 3.16000 7972.68| 2.37000 5979.51 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0170 600A000 LUMP| 25000.00000 25000.00| 66781.88000 66781.88| 59605.72000 59605.72 Mobilization | | | 0180 630A001 313.000 LF | 21.45000 6713.85| 19.50000 6103.50| 23.97000 7502.61 Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C003 4.000 EACH| 1595.00000 6380.00| 1450.00000 5800.00| 2006.67000 8026.68 Guardrail End Anchor, Type 13 | | | 0200 630C050 4.000 EACH| 2750.00000 11000.00| 2500.00000 10000.00| 2675.56000 10702.24 Guardrail End Anchor, Type 20 Series | | | 0210 665J000 200.000 LF | 5.00000 1000.00| 9.37000 1874.00| 3.56000 712.00 Silt Fence, Type A | | | 0220 665O001 200.000 LF | 2.50000 500.00| 5.99000 1198.00| 1.19000 238.00 Silt Fence Removal | | | 0230 665Q001 300.000 LF | 9.00000 2700.00| 9.30000 2790.00| 11.86000 3558.00 20 Inch Wattle | | | 0240 680A000 LUMP| 5000.00000 5000.00| 4423.35000 4423.35| 1185.98000 1185.98 Engineering Controls | | | 0250 701A028 3.000 MILE| 2035.00000 6105.00| 1868.50000 5605.50| 2084.35000 6253.05 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0260 701A041 2.000 MILE| 1210.00000 2420.00| 1111.00000 2222.00| 1239.34000 2478.68 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701A046 2.000 MILE| 1210.00000 2420.00| 1111.00000 2222.00| 1239.35000 2478.70 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0280 701A048 5.000 MILE| 2310.00000 11550.00| 2121.00000 10605.00| 2366.02000 11830.10 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20060728021 COUNTIES : WINSTON LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01087 |( 3 ) 04013 |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 701B009 1000.000 LF | 1.65000 1650.00| 1.52000 1520.00| 1.69000 1690.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0300 701C000 10.000 MILE| 825.00000 8250.00| 757.50000 7575.00| 845.01000 8450.10 Broken Temporary Traffic Stripe | | | 0310 701C001 22.000 MILE| 869.00000 19118.00| 797.90000 17553.80| 890.08000 19581.76 Solid Temporary Traffic Stripe | | | 0320 703A002 6044.000 SQFT| 3.85000 23269.40| 3.54000 21395.76| 3.94000 23813.36 Traffic Control Markings, Class 2, Type | | | A | | | 0330 703B002 404.000 SQFT| 4.40000 1777.60| 4.04000 1632.16| 4.51000 1822.04 Traffic Control Legends, Class 2, Type | | | 0340 703D001 3216.000 SQFT| 1.65000 5306.40| 1.52000 4888.32| 1.69000 5435.04 Temporary Traffic Control Markings | | | 0350 705A030 8.000 EACH| 6.05000 48.40| 5.56000 44.48| 6.20000 49.60 Pavement Markers, Class A-H, Type 2-C | | | 0360 705A031 69.000 EACH| 6.05000 417.45| 5.56000 383.64| 6.20000 427.80 Pavement Markers, Class A-H, Type 1-A | | | 0370 705A032 180.000 EACH| 6.05000 1089.00| 5.56000 1000.80| 6.20000 1116.00 Pavement Markers, Class A-H, Type 1-B | | | 0380 705A037 418.000 EACH| 6.05000 2528.90| 5.56000 2324.08| 6.20000 2591.60 Pavement Markers, Class A-H, Type 2-D | | | 0390 705A038 90.000 EACH| 6.05000 544.50| 5.56000 500.40| 6.20000 558.00 Pavement Markers, Class A-H, Type 2-E | | | 0400 730H001 11329.000 LF | 2.48000 28095.92| 2.25000 25490.25| 2.51000 28435.79 Loop Wire | | | 0410 740B000 1157.000 SQFT| 7.70000 8908.90| 7.42000 8584.94| 8.30000 9603.10 Construction Signs | | | 0420 740E000 200.000 EACH| 14.92000 2984.00| 8.69000 1738.00| 1.19000 238.00 Cones (36 Inches High) | | | 0430 740M001 200.000 EACH| 9.55000 1910.00| 5.37000 1074.00| 1.19000 238.00 Ballast For Cone | | | 0440 741C010 1.000 EACH| 2500.00000 2500.00| 810.95000 810.95| 1778.96000 1778.96 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0450 998A000 LUMP| 20000.00000 20000.00| 1.00000 1.00| 38394.20000 38394.20 Construction Fuel (Maximum Bid Limited | | | To $ 45,700.00) | | | SECTION TOTALS | $ 1,069,666.32| $ 1,085,560.02| $ 1,231,546.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,069,666.32| $ 1,085,560.02| $ 1,231,546.68 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20060728026 COUNTIES : CLAY LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : PFH-26-1(900) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Forestry Road 308 (Horns Valley Road) at the West Fork of Hatchet Creek northwest of Millerville. Length 0.134 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 405,222.05 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 507,841.05 125.3241% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20060728026 COUNTIES : CLAY LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 13022 |( ) |WARE CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 12000.00000 12000.00| 2500.00000 2500.00| Removal Of Old Bridge, Station 14+35 | | | 0020 210A000 419.000 CUYD| 10.00000 4190.00| 17.00000 7123.00| Unclassified Excavation | | | 0030 210D001 2357.000 CUYD| 8.00000 18856.00| 17.00000 40069.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 214A000 747.000 CUYD| 20.00000 14940.00| 15.00000 11205.00| Structure Excavation | | | 0050 214B001 264.000 CUYD| 25.00000 6600.00| 36.00000 9504.00| Foundation Backfill, Commercial | | | 0060 231B001 188.000 TON | 30.00000 5640.00| 22.00000 4136.00| Roadbed Stabilizing Material, ALDOT #46 | | | 0070 502A000 102801.000 LB | 1.05000 107941.05| 1.05000 107941.05| Steel Reinforcement | | | 0080 524A011 362.000 CUYD| 430.00000 155660.00| 600.00000 217200.00| Culvert Concrete (Cast In Place) | | | 0090 530A002 36.000 LF | 50.00000 1800.00| 70.00000 2520.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0100 600A000 LUMP| 25000.00000 25000.00| 60000.00000 60000.00| Mobilization | | | 0110 610C001 135.000 TON | 40.00000 5400.00| 32.00000 4320.00| Loose Riprap, Class 2 | | | 0120 610D000 136.000 SQYD| 5.00000 680.00| 8.00000 1088.00| Filter Blanket | | | 0130 619A003 2.000 EACH| 2000.00000 4000.00| 950.00000 1900.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0140 652A100 1.000 ACRE| 2000.00000 2000.00| 1000.00000 1000.00| Seeding | | | 0150 656A010 1.000 ACRE| 2000.00000 2000.00| 1000.00000 1000.00| Mulching | | | 0160 665F000 100.000 EACH| 8.00000 800.00| 15.00000 1500.00| Hay Bales | | | 0170 665J000 900.000 LF | 6.00000 5400.00| 5.50000 4950.00| Silt Fence, Type A | | | 0180 665O001 900.000 LF | 5.00000 4500.00| 2.00000 1800.00| Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20060728026 COUNTIES : CLAY LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 13022 |( ) |WARE CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 680A000 LUMP| 8000.00000 8000.00| 22170.00000 22170.00| Engineering Controls | | | 0200 740B000 141.000 SQFT| 15.00000 2115.00| 15.00000 2115.00| Construction Signs | | | 0210 740F002 8.000 EACH| 400.00000 3200.00| 300.00000 2400.00| Barricades, Type III | | | 0220 740I005 4.000 EACH| 325.00000 1300.00| 350.00000 1400.00| Warning Lights, Type B (Detachable Head | | | 0230 998A000 LUMP| 13200.00000 13200.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 13,200.00) | | | SECTION TOTALS | $ 405,222.05| $ 507,841.05| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 405,222.05| $ 507,841.05| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20060728031 COUNTIES : CRENSHAW LETTING DATE : 07/28/06 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-2121(200) for constructing the Resurfacing and Traffic Stripe on CR-68 from CR-11 to SR-9 (US-331) south of Highland Home. Length 7.941 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 880,278.52 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 897,487.30 101.9549% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060728031 COUNTIES : CRENSHAW LETTING DATE : 07/28/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 900.000 LF | 1.50000 1350.00| 1.00000 900.00| Removing Guardrail | | | 0020 206E019 8.000 EACH| 100.00000 800.00| 100.51000 804.08| Removing Guardrail End Anchor (Type 10) | | | 0030 210D001 1000.000 CUYD| 11.50000 11500.00| 5.75000 5750.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 212A000 838.000 STA | 23.65000 19818.70| 18.25000 15293.50| Machine Grading Shoulders | | | 0050 401B100 93182.000 SQYD| 1.01000 94113.82| 0.87000 81068.34| Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 5600.000 GAL | 1.60000 8960.00| 0.50000 2800.00| Tack Coat | | | 0070 429A221 7888.000 TON | 54.50000 429896.00| 55.10000 434628.80| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 429A226 2400.000 TON | 55.10000 132240.00| 61.35000 147240.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0090 429B226 200.000 TON | 82.00000 16400.00| 75.00000 15000.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0100 600A000 LUMP| 34200.00000 34200.00| 64000.00000 64000.00| Mobilization | | | 0110 630A001 300.000 LF | 25.00000 7500.00| 25.13000 7539.00| Steel Beam Guardrail, Class A, Type 2 | | | 0120 630A004 300.000 LF | 31.00000 9300.00| 31.16000 9348.00| Steel Beam Guardrail, Class B, Type 2 | | | 0130 630C022 4.000 EACH| 1200.00000 4800.00| 1206.14000 4824.56| Guardrail End Anchor, Type Special | | | 0140 630C050 8.000 EACH| 2100.00000 16800.00| 2110.74000 16885.92| Guardrail End Anchor, Type 20 Series | | | 0150 652A100 12.000 ACRE| 555.00000 6660.00| 477.43000 5729.16| Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060728031 COUNTIES : CRENSHAW LETTING DATE : 07/28/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 656A010 12.000 ACRE| 500.00000 6000.00| 432.20000 5186.40| Mulching | | | 0170 701A031 16.000 MILE| 1300.00000 20800.00| 1320.55000 21128.80| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701A035 8.000 MILE| 1550.00000 12400.00| 1574.50000 12596.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701A045 6.000 MILE| 850.00000 5100.00| 863.44000 5180.64| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C000 18.000 MILE| 680.00000 12240.00| 690.75000 12433.50| Broken Temporary Traffic Stripe | | | 0210 701C001 24.000 MILE| 750.00000 18000.00| 761.86000 18284.64| Solid Temporary Traffic Stripe | | | 0220 703A002 80.000 SQFT| 5.00000 400.00| 5.08000 406.40| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D001 80.000 SQFT| 2.00000 160.00| 2.03000 162.40| Temporary Traffic Control Markings | | | 0240 740B000 329.000 SQFT| 10.00000 3290.00| 8.29000 2727.41| Construction Signs | | | 0250 740E000 25.000 EACH| 1.00000 25.00| 14.24000 356.00| Cones (36 Inches High) | | | 0260 740M001 25.000 EACH| 1.00000 25.00| 8.55000 213.75| Ballast For Cone | | | 0270 740O000 1.000 EACH| 7500.00000 7500.00| 1500.00000 1500.00| Pilot Car | | | 0280 998A000 LUMP| 0.00000 0.00| 5500.00000 5500.00| Construction Fuel (Maximum Bid Limited | | | To $ 39,250.00) | | | SECTION TOTALS | $ 880,278.52| $ 897,487.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 880,278.52| $ 897,487.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20060728032 COUNTIES : BULLOCK LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0611(200) for constructing the Resurfacing and Traffic Stripe on CR-47 from SR-6 (US-82) in Midway to SR-51. Length 5.397 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 561,016.00 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 569,515.28 101.5150% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20060728032 COUNTIES : BULLOCK LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 3135.000 CUYD| 14.50000 45457.50| 2.50000 7837.50| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 405A000 3800.000 GAL | 1.65000 6270.00| 0.75000 2850.00| Tack Coat | | | 0030 429A196 2790.000 TON | 65.65000 183163.50| 64.25000 179257.50| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A205 200.000 TON | 95.00000 19000.00| 125.00000 25000.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429A206 4000.000 TON | 57.40000 229600.00| 59.45000 237800.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 21750.00000 21750.00| 64000.00000 64000.00| Mobilization | | | 0070 652A100 8.000 ACRE| 510.00000 4080.00| 422.23000 3377.84| Seeding | | | 0080 656A010 4.000 ACRE| 465.00000 1860.00| 382.02000 1528.08| Mulching | | | 0090 665F000 50.000 EACH| 10.00000 500.00| 10.05000 502.50| Hay Bales | | | 0100 665J000 100.000 LF | 6.00000 600.00| 6.03000 603.00| Silt Fence, Type A | | | 0110 665O001 100.000 LF | 2.00000 200.00| 2.01000 201.00| Silt Fence Removal | | | 0120 701A030 11.000 MILE| 885.00000 9735.00| 899.17000 9890.87| Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0130 701A034 7.000 MILE| 885.00000 6195.00| 899.17000 6294.19| Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0140 701A044 4.000 MILE| 480.00000 1920.00| 487.69000 1950.76| Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20060728032 COUNTIES : BULLOCK LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C000 8.000 MILE| 680.00000 5440.00| 690.89000 5527.12| Broken Temporary Traffic Stripe | | | 0160 701C001 14.000 MILE| 720.00000 10080.00| 731.53000 10241.42| Solid Temporary Traffic Stripe | | | 0170 703A004 410.000 SQFT| 3.50000 1435.00| 3.56000 1459.60| Traffic Control Markings, Class 2T, | | | Type A | | | 0180 705A032 120.000 EACH| 5.00000 600.00| 5.08000 609.60| Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 360.000 EACH| 5.00000 1800.00| 5.08000 1828.80| Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 383.000 SQFT| 10.00000 3830.00| 8.50000 3255.50| Construction Signs | | | 0210 740O000 1.000 EACH| 7500.00000 7500.00| 1500.00000 1500.00| Pilot Car | | | 0220 998A000 LUMP| 0.00000 0.00| 4000.00000 4000.00| Construction Fuel (Maximum Bid Limited | | | To $ 24,000.00) | | | SECTION TOTALS | $ 561,016.00| $ 569,515.28| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 561,016.00| $ 569,515.28| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20060728033 COUNTIES : COOSA LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-1906(200) for constructing the Resurfacing and Traffic Stripe on CR-40 from SR-22 in Hissop to SR-9. Length 7.399 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 948,473.70 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 951,728.09 100.3431% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20060728033 COUNTIES : COOSA LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 96.000 LF | 6.65000 638.40| 6.00000 576.00| Removing Guardrail | | | 0020 206E008 4.000 EACH| 110.29000 441.16| 100.00000 400.00| Removing Guardrail End Anchor (All Type | | | 0030 401B108 86639.000 SQYD| 1.17000 101367.63| 1.06000 91837.34| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 5199.000 GAL | 1.88000 9774.12| 1.75000 9098.25| Tack Coat | | | 0050 429A206 11215.000 TON | 55.18000 618843.70| 58.50000 656077.50| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B205 1200.000 TON | 76.75000 92100.00| 85.00000 102000.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 32650.00000 32650.00| 26400.00000 26400.00| Mobilization | | | 0080 630A004 96.000 LF | 39.92000 3832.32| 36.00000 3456.00| Steel Beam Guardrail, Class B, Type 2 | | | 0090 630C022 4.000 EACH| 1774.02000 7096.08| 1600.00000 6400.00| Guardrail End Anchor, Type Special | | | 0100 630C070 4.000 EACH| 2051.22000 8204.88| 1850.00000 7400.00| Guardrail End Anchor, Type 10 Series | | | 0110 701A004 15.000 MILE| 543.30000 8149.50| 500.00000 7500.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0120 701A008 1.000 MILE| 388.07000 388.07| 340.00000 340.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0130 701A012 14.000 MILE| 576.56000 8071.84| 500.00000 7000.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0140 701C000 2.000 MILE| 637.54000 1275.08| 720.00000 1440.00| Broken Temporary Traffic Stripe | | | 0150 701C001 28.000 MILE| 803.86000 22508.08| 780.00000 21840.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20060728033 COUNTIES : COOSA LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 703A000 160.000 SQFT| 3.33000 532.80| 2.00000 320.00| Traffic Control Markings, Class 1, Type | | | A | | | 0170 740B000 227.000 SQFT| 8.21000 1863.67| 9.00000 2043.00| Construction Signs | | | 0180 740E000 50.000 EACH| 11.73000 586.50| 1.00000 50.00| Cones (36 Inches High) | | | 0190 740M001 50.000 EACH| 5.87000 293.50| 1.00000 50.00| Ballast For Cone | | | 0200 740O000 1.000 EACH| 8724.81000 8724.81| 7500.00000 7500.00| Pilot Car | | | 0210 998A000 LUMP| 21131.56000 21131.56| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 37,000.00) | | | SECTION TOTALS | $ 948,473.70| $ 951,728.09| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 948,473.70| $ 951,728.09| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20060728034 COUNTIES : AUTAUGA LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN06(210) for constructing the Resurfacing and Traffic Stripe on CR-20 from CR-21 to CR-57 in Prospect and on CR-68 from CR-57 through Wadsworth to the Elmore county line. Length 12.122 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 894,836.25 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 963,299.50 107.6509% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,087,950.01 121.5809% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060728034 COUNTIES : AUTAUGA LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |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 405A000 4270.000 GAL | 1.45000 6191.50| 3.10000 13237.00| 3.25000 13877.50 Tack Coat | | | 0020 429A196 6046.000 TON | 49.00000 296254.00| 56.50000 341599.00| 64.25000 388455.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A206 10589.000 TON | 48.75000 516213.75| 51.50000 545333.50| 52.35000 554334.15 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 600A000 LUMP| 21000.00000 21000.00| 8000.00000 8000.00| 75000.00000 75000.00 Mobilization | | | 0050 701A030 24.000 MILE| 885.00000 21240.00| 885.00000 21240.00| 899.03000 21576.72 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0060 701A034 18.000 MILE| 885.00000 15930.00| 885.00000 15930.00| 899.03000 16182.54 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0070 701A044 5.000 MILE| 520.00000 2600.00| 520.00000 2600.00| 528.24000 2641.20 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0080 703A004 380.000 SQFT| 5.00000 1900.00| 5.00000 1900.00| 5.08000 1930.40 Traffic Control Markings, Class 2T, | | | Type A | | | 0090 703B004 136.000 SQFT| 5.00000 680.00| 5.00000 680.00| 5.08000 690.88 Traffic Control Legends, Class 2T, Type | | | A | | | 0100 705A032 338.000 EACH| 5.00000 1690.00| 5.00000 1690.00| 5.08000 1717.04 Pavement Markers, Class A-H, Type 1-B | | | 0110 705A037 1166.000 EACH| 5.00000 5830.00| 5.00000 5830.00| 5.08000 5923.28 Pavement Markers, Class A-H, Type 2-D | | | 0120 740B000 376.000 SQFT| 7.00000 2632.00| 10.00000 3760.00| 8.30000 3120.80 Construction Signs | | | 0130 740O000 1.000 EACH| 2675.00000 2675.00| 1500.00000 1500.00| 1000.00000 1000.00 Pilot Car | | | 0140 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 1500.00000 1500.00 Construction Fuel (Maximum Bid Limited | | | To $ 41,500.00) | | | SECTION TOTALS | $ 894,836.25| $ 963,299.50| $ 1,087,950.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 894,836.25| $ 963,299.50| $ 1,087,950.01 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20060728035 COUNTIES : BIBB LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0419(200) for constructing the Resurfacing and Traffic Stripe on CR-97 from CR-27 to CR-12 in Green Pond. Length 2.212 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 396,452.80 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 411,022.50 103.6750% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 468,887.69 118.2707% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20060728035 COUNTIES : BIBB LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 100.000 LF | 2.45000 245.00| 2.50000 250.00| 6.85000 685.00 Removing Guardrail | | | 0020 210D021 2000.000 CUYD| 14.50000 29000.00| 15.89000 31780.00| 19.85000 39700.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 405A000 3500.000 GAL | 0.75000 2625.00| 2.00000 7000.00| 1.94000 6790.00 Tack Coat | | | 0040 429A221 3100.000 TON | 62.35000 193285.00| 56.64000 175584.00| 62.69000 194339.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429C227 1500.000 TON | 55.94000 83910.00| 58.98000 88470.00| 60.30000 90450.00 Improved Bituminous Concrete Base Layer | | | Leveling, 3/4" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0060 429C231 500.000 TON | 69.37000 34685.00| 58.38000 29190.00| 74.26000 37130.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0070 600A000 LUMP| 5700.00000 5700.00| 12000.00000 12000.00| 26188.15000 26188.15 Mobilization | | | 0080 630A001 100.000 LF | 20.09000 2009.00| 19.50000 1950.00| 23.96000 2396.00 Steel Beam Guardrail, Class A, Type 2 | | | 0090 630C050 6.000 EACH| 2575.00000 15450.00| 2500.00000 15000.00| 2395.79000 14374.74 Guardrail End Anchor, Type 20 Series | | | 0100 652A100 3.000 ACRE| 824.00000 2472.00| 500.00000 1500.00| 912.68000 2738.04 Seeding | | | 0110 656A010 3.000 ACRE| 824.00000 2472.00| 500.00000 1500.00| 912.68000 2738.04 Mulching | | | 0120 665J000 400.000 LF | 6.18000 2472.00| 3.75000 1500.00| 6.84000 2736.00 Silt Fence, Type A | | | 0130 665O001 400.000 LF | 1.03000 412.00| 0.50000 200.00| 1.14000 456.00 Silt Fence Removal | | | 0140 701A030 5.000 MILE| 875.50000 4377.50| 885.00000 4425.00| 969.73000 4848.65 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0150 701A034 5.000 MILE| 875.50000 4377.50| 885.00000 4425.00| 969.73000 4848.65 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20060728035 COUNTIES : BIBB LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A044 1.000 MILE| 463.50000 463.50| 520.00000 520.00| 513.39000 513.39 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0170 701C000 1.000 MILE| 618.00000 618.00| 720.00000 720.00| 684.51000 684.51 Broken Temporary Traffic Stripe | | | 0180 701C001 5.000 MILE| 669.50000 3347.50| 780.00000 3900.00| 741.55000 3707.75 Solid Temporary Traffic Stripe | | | 0190 703A004 220.000 SQFT| 3.09000 679.80| 5.00000 1100.00| 3.42000 752.40 Traffic Control Markings, Class 2T, | | | Type A | | | 0200 703B004 410.000 SQFT| 3.09000 1266.90| 5.00000 2050.00| 3.42000 1402.20 Traffic Control Legends, Class 2T, Type | | | A | | | 0210 703D002 220.000 SQFT| 1.03000 226.60| 2.00000 440.00| 1.14000 250.80 Temporary Traffic Control Markings | | | (Paint) | | | 0220 705A032 33.000 EACH| 5.15000 169.95| 5.50000 181.50| 5.70000 188.10 Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 238.000 EACH| 5.15000 1225.70| 5.50000 1309.00| 5.70000 1356.60 Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 319.000 SQFT| 7.65000 2440.35| 12.00000 3828.00| 8.50000 2711.50 Construction Signs | | | 0250 740E000 50.000 EACH| 15.45000 772.50| 12.00000 600.00| 12.14000 607.00 Cones (36 Inches High) | | | 0260 740M001 50.000 EACH| 9.50000 475.00| 12.00000 600.00| 2.43000 121.50 Ballast For Cone | | | 0270 740O000 1.000 EACH| 1275.00000 1275.00| 4000.00000 4000.00| 11996.58000 11996.58 Pilot Car | | | 0280 998A000 LUMP| 0.00000 0.00| 17000.00000 17000.00| 14177.09000 14177.09 Construction Fuel (Maximum Bid Limited | | | To $ 17,000.00) | | | SECTION TOTALS | $ 396,452.80| $ 411,022.50| $ 468,887.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 396,452.80| $ 411,022.50| $ 468,887.69 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20060728037 COUNTIES : MARSHALL LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-4820(201) for constructing the Resurfacing and Traffic Stripe on the Eddy-Scant City Road from the Arab city limits to SR-69. Length 3.966 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 370,978.23 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 385,086.42 103.8030% 3 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 413,020.30 111.3328% 4 18037 REED CONTRACTING SERVICES, INC. $ 443,190.25 119.4653% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060728037 COUNTIES : MARSHALL LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 23009 |( 3 ) 10011 |SHELBY CONTRACTING CO., INC |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTION, 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 401B100 15488.000 SQYD| 1.47000 22767.36| 1.47000 22767.36| 1.47000 22767.36 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 1536.000 GAL | 2.50000 3840.00| 2.50000 3840.00| 2.49000 3824.64 Tack Coat | | | 0040 424A341 4647.000 TON | 52.97000 246151.59| 53.73000 249683.31| 60.26000 280028.22 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424B643 250.000 TON | 52.64000 13160.00| 67.05000 16762.50| 68.94000 17235.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C344 350.000 TON | 49.41000 17293.50| 67.05000 23467.50| 60.42000 21147.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 430B014 1519.000 TON | 13.62000 20688.78| 12.25000 18607.75| 14.10000 21417.90 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0080 600A000 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| 8118.67000 8118.67 Mobilization | | | 0090 701A031 8.000 MILE| 1250.00000 10000.00| 1250.00000 10000.00| 1257.50000 10060.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 6.000 MILE| 1350.00000 8100.00| 1350.00000 8100.00| 1350.00000 8100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 2.000 MILE| 800.00000 1600.00| 800.00000 1600.00| 800.00000 1600.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 2.000 MILE| 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060728037 COUNTIES : MARSHALL LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 23009 |( 3 ) 10011 |SHELBY CONTRACTING CO., INC |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 6.000 MILE| 800.00000 4800.00| 800.00000 4800.00| 800.00000 4800.00 Solid Temporary Traffic Stripe | | | 0140 703A002 120.000 SQFT| 3.00000 360.00| 3.00000 360.00| 3.00000 360.00 Traffic Control Markings, Class 2, Type | | | A | | | 0150 703B002 240.000 SQFT| 3.75000 900.00| 3.75000 900.00| 3.75000 900.00 Traffic Control Legends, Class 2, Type | | | 0160 705A032 132.000 EACH| 6.00000 792.00| 6.00000 792.00| 6.00000 792.00 Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 398.000 EACH| 6.00000 2388.00| 6.00000 2388.00| 6.00000 2388.00 Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 271.000 SQFT| 2.00000 542.00| 8.00000 2168.00| 7.81000 2116.51 Construction Signs | | | 0190 740O000 1.000 EACH| 750.00000 750.00| 1350.00000 1350.00| 1865.00000 1865.00 Pilot Car | | | 0200 998A000 LUMP| 6345.00000 6345.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 17,600.00) | | | SECTION TOTALS | $ 370,978.23| $ 385,086.42| $ 413,020.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 370,978.23| $ 385,086.42| $ 413,020.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060728037 COUNTIES : MARSHALL LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 18037 |( ) |( ) |REED CONTRACTING SERVICES, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 0.00000 0.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre | | | (Approx. 1 Acre) | | | 0020 401B100 15488.000 SQYD| 1.39000 21528.32| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 1536.000 GAL | 1.95000 2995.20| | Tack Coat | | | 0040 424A341 4647.000 TON | 60.91000 283048.77| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424B643 250.000 TON | 60.62000 15155.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C344 350.000 TON | 94.00000 32900.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 430B014 1519.000 TON | 16.31000 24774.89| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0080 600A000 LUMP| 11878.65000 11878.65| | Mobilization | | | 0090 701A031 8.000 MILE| 1312.50000 10500.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 6.000 MILE| 1417.50000 8505.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 2.000 MILE| 787.50000 1575.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 2.000 MILE| 787.50000 1575.00| | Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060728037 COUNTIES : MARSHALL LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 18037 |( ) |( ) |REED CONTRACTING SERVICES, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 6.000 MILE| 840.00000 5040.00| | Solid Temporary Traffic Stripe | | | 0140 703A002 120.000 SQFT| 3.15000 378.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0150 703B002 240.000 SQFT| 3.68000 883.20| | Traffic Control Legends, Class 2, Type | | | 0160 705A032 132.000 EACH| 6.30000 831.60| | Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 398.000 EACH| 6.30000 2507.40| | Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 271.000 SQFT| 12.82000 3474.22| | Construction Signs | | | 0190 740O000 1.000 EACH| 15638.82000 15638.82| | Pilot Car | | | 0200 998A000 LUMP| 1.18000 1.18| | Construction Fuel (Maximum Bid Limited | | | To $ 17,600.00) | | | SECTION TOTALS | $ 443,190.25| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 443,190.25| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20060728038 COUNTIES : ELMORE LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN06(208) for constructing the Resurfacing and Traffic Stripe on CR-69 from SR-14 to the Eclectic town limits. Length 3.285 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 469,809.05 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 525,527.55 111.8598% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 594,225.98 126.4824% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 625,576.81 133.1555% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060728038 COUNTIES : ELMORE LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |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 405A000 5783.000 GAL | 1.45000 8385.35| 1.60000 9252.80| 1.95000 11276.85 Tack Coat | | | 0020 429A196 1697.000 TON | 50.10000 85019.70| 53.75000 91213.75| 64.40000 109286.80 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A198 1542.000 TON | 46.50000 71703.00| 21.00000 32382.00| 62.45000 96297.90 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 429B200 4241.000 TON | 43.75000 185543.75| 55.00000 233255.00| 51.35000 217775.35 Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0050 429B205 100.000 TON | 55.00000 5500.00| 60.00000 6000.00| 65.00000 6500.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429C210 637.000 TON | 61.25000 39016.25| 45.00000 28665.00| 59.15000 37678.55 Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0070 430B043 868.000 TON | 23.50000 20398.00| 25.50000 22134.00| 35.00000 30380.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 17700.00000 17700.00| 60000.00000 60000.00| 47500.00000 47500.00 Mobilization | | | 0090 701A031 7.000 MILE| 1350.00000 9450.00| 1350.00000 9450.00| 1371.37000 9599.59 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 5.000 MILE| 1585.00000 7925.00| 1585.00000 7925.00| 1610.10000 8050.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 2.000 MILE| 900.00000 1800.00| 900.00000 1800.00| 914.25000 1828.50 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 4.000 MILE| 720.00000 2880.00| 720.00000 2880.00| 731.40000 2925.60 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060728038 COUNTIES : ELMORE LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 10.000 MILE| 780.00000 7800.00| 780.00000 7800.00| 792.35000 7923.50 Solid Temporary Traffic Stripe | | | 0140 703A002 140.000 SQFT| 5.00000 700.00| 5.00000 700.00| 5.08000 711.20 Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 97.000 EACH| 5.00000 485.00| 5.00000 485.00| 5.08000 492.76 Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 329.000 EACH| 5.00000 1645.00| 5.00000 1645.00| 5.08000 1671.32 Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 244.000 SQFT| 7.00000 1708.00| 10.00000 2440.00| 7.49000 1827.56 Construction Signs | | | 0180 740O000 1.000 EACH| 2150.00000 2150.00| 7500.00000 7500.00| 1500.00000 1500.00 Pilot Car | | | 0190 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 1000.00000 1000.00 Construction Fuel (Maximum Bid Limited | | | To $ 23,700.00) | | | SECTION TOTALS | $ 469,809.05| $ 525,527.55| $ 594,225.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 469,809.05| $ 525,527.55| $ 594,225.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060728038 COUNTIES : ELMORE LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 405A000 5783.000 GAL | 1.94000 11219.02| | Tack Coat | | | 0020 429A196 1697.000 TON | 67.12000 113902.64| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A198 1542.000 TON | 64.22000 99027.24| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 429B200 4241.000 TON | 57.54000 244027.14| | Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0050 429B205 100.000 TON | 98.93000 9893.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429C210 637.000 TON | 63.54000 40474.98| | Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0070 430B043 868.000 TON | 28.09000 24382.12| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 16386.35000 16386.35| | Mobilization | | | 0090 701A031 7.000 MILE| 1556.29000 10894.03| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 5.000 MILE| 1827.21000 9136.05| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 2.000 MILE| 1037.53000 2075.06| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 4.000 MILE| 830.02000 3320.08| | Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060728038 COUNTIES : ELMORE LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 10.000 MILE| 899.19000 8991.90| | Solid Temporary Traffic Stripe | | | 0140 703A002 140.000 SQFT| 5.76000 806.40| | Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 97.000 EACH| 5.76000 558.72| | Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 329.000 EACH| 5.76000 1895.04| | Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 244.000 SQFT| 8.49000 2071.56| | Construction Signs | | | 0180 740O000 1.000 EACH| 10541.69000 10541.69| | Pilot Car | | | 0190 998A000 LUMP| 15973.79000 15973.79| | Construction Fuel (Maximum Bid Limited | | | To $ 23,700.00) | | | SECTION TOTALS | $ 625,576.81| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 625,576.81| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20060728040 COUNTIES : SHELBY LETTING DATE : 07/28/06 10:00 AM DIVISION : 03 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0025(511) for constructing the Planing, Resurfacing and Traffic Stripe 99-303-595-025-617 on SR-25 from Hillside Drive in Wilsonville to SR-38 (US-280) in Harpersville. Length 8.080 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03097 CHILTON PAVING & ASPHALT, LLC $ 1,595,567.37 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,604,040.30 100.5310% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,728,539.94 108.3339% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20060728040 COUNTIES : SHELBY LETTING DATE : 07/28/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 01087 |( 3 ) 04013 |CHILTON PAVING & ASPHALT, L |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 2.000 EACH| 433.53000 867.06| 444.55000 889.10| 192.24000 384.48 Mailbox Reset, Single | | | 0020 305B060 2000.000 TON | 17.98000 35960.00| 18.06000 36120.00| 25.66000 51320.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1 1/2", For | | | 0030 405A000 4812.000 GAL | 2.41000 11596.92| 2.40000 11548.80| 1.94000 9335.28 Tack Coat | | | 0040 407A000 499.000 GAL | 39.87000 19895.13| 28.76000 14351.24| 27.49000 13717.51 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A052 141796.000 SQYD| 0.83000 117690.68| 0.41000 58136.36| 0.81000 114854.76 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A361 13230.000 TON | 41.28000 546134.40| 53.42000 706746.60| 54.57000 721961.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 5500.000 TON | 53.78000 295790.00| 62.28000 342540.00| 59.36000 326480.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B685 500.000 TON | 103.71000 51855.00| 93.30000 46650.00| 82.19000 41095.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424C371 4006.000 TON | 47.81000 191526.86| 54.18000 217045.08| 47.90000 191887.40 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 148104.96000 148104.96| 18878.65000 18878.65| 51343.05000 51343.05 Mobilization | | | 0110 652A100 5.000 ACRE| 2496.14000 12480.70| 918.00000 4590.00| 668.53000 3342.65 Seeding | | | 0120 656A010 5.000 ACRE| 2496.14000 12480.70| 918.00000 4590.00| 557.11000 2785.55 Mulching | | | 0130 665F000 50.000 EACH| 9.25000 462.50| 5.61000 280.50| 11.73000 586.50 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20060728040 COUNTIES : SHELBY LETTING DATE : 07/28/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 01087 |( 3 ) 04013 |CHILTON PAVING & ASPHALT, L |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 150.000 LF | 7.06000 1059.00| 6.76000 1014.00| 4.18000 627.00 Silt Fence, Type A | | | 0150 665O001 150.000 LF | 0.59000 88.50| 6.48000 972.00| 1.67000 250.50 Silt Fence Removal | | | 0160 666A001 5.000 ACRE| 175.00000 875.00| 76.50000 382.50| 27.86000 139.30 Pest Control Treatment | | | 0170 701A028 17.000 MILE| 1956.32000 33257.44| 1854.36000 31524.12| 1874.22000 31861.74 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A046 6.000 MILE| 1279.07000 7674.42| 1133.22000 6799.32| 1212.73000 7276.38 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 9.000 MILE| 2146.89000 19322.01| 2060.91000 18548.19| 2094.72000 18852.48 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701B009 961.000 LF | 1.49000 1431.89| 1.55000 1489.55| 1.10000 1057.10 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0210 701C000 11.000 MILE| 666.67000 7333.37| 741.74000 8159.14| 661.49000 7276.39 Broken Temporary Traffic Stripe | | | 0220 701C001 17.000 MILE| 742.86000 12628.62| 803.56000 13660.52| 716.61000 12182.37 Solid Temporary Traffic Stripe | | | 0230 701D008 1.000 MILE| 2307.69000 2307.69| 2575.50000 2575.50| 1984.47000 1984.47 Solid Traffic Stripe Removed (Plastic) | | | 0240 701G125 1183.000 LF | 4.99000 5903.17| 5.15000 6092.45| 4.69000 5548.27 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701G133 1183.000 LF | 4.84000 5725.72| 5.15000 6092.45| 4.69000 5548.27 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 703A002 3650.000 SQFT| 3.82000 13943.00| 3.61000 13176.50| 3.31000 12081.50 Traffic Control Markings, Class 2, Type | | | A | | | 0270 703B002 90.000 SQFT| 3.53000 317.70| 4.64000 417.60| 3.31000 297.90 Traffic Control Legends, Class 2, Type | | | 0280 703D001 1248.000 SQFT| 1.23000 1535.04| 1.55000 1934.40| 1.10000 1372.80 Temporary Traffic Control Markings | | | 0290 705A030 21.000 EACH| 5.59000 117.39| 5.67000 119.07| 5.51000 115.71 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20060728040 COUNTIES : SHELBY LETTING DATE : 07/28/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 01087 |( 3 ) 04013 |CHILTON PAVING & ASPHALT, L |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A032 204.000 EACH| 6.41000 1307.64| 5.67000 1156.68| 5.51000 1124.04 Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 744.000 EACH| 6.11000 4545.84| 5.67000 4218.48| 5.51000 4099.44 Pavement Markers, Class A-H, Type 2-D | | | 0320 705A038 32.000 EACH| 5.62000 179.84| 5.67000 181.44| 5.51000 176.32 Pavement Markers, Class A-H, Type 2-E | | | 0330 730H001 3420.000 LF | 2.60000 8892.00| 3.83000 13098.60| 2.54000 8686.80 Loop Wire | | | 0340 730I001 250.000 LF | 1.26000 315.00| 1.02000 255.00| 1.21000 302.50 Loop Detector Lead-In-Cable | | | 0350 740B000 1178.000 SQFT| 10.06000 11850.68| 7.57000 8917.46| 8.21000 9671.38 Construction Signs | | | 0360 740E000 350.000 EACH| 20.00000 7000.00| 1.27000 444.50| 11.73000 4105.50 Cones (36 Inches High) | | | 0370 740M001 350.000 EACH| 8.89000 3111.50| 1.27000 444.50| 2.35000 822.50 Ballast For Cone | | | 0380 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 63986.00000 63986.00 Construction Fuel (Maximum Bid Limited | | | To $ 75,000.00) | | | SECTION TOTALS | $ 1,595,567.37| $ 1,604,040.30| $ 1,728,539.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,595,567.37| $ 1,604,040.30| $ 1,728,539.94 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20060728041 COUNTIES : LOWNDES LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0021(512) for constructing the Planing, Resurfacing and Traffic Stripe 99-306-434-021-601 on SR-21 from near CR-45 to the west city limit of Hayneville. Length 11.160 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 1,636,319.00 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,735,516.50 106.0622% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,827,265.07 111.6692% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20060728041 COUNTIES : LOWNDES LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |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 206C010 15.000 SQYD| 28.00000 420.00| 170.00000 2550.00| 35.00000 525.00 Removing Concrete Driveway | | | 0020 210D021 150.000 CUYD| 19.50000 2925.00| 42.45000 6367.50| 40.00000 6000.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 405A000 13100.000 GAL | 1.45000 18995.00| 1.65000 21615.00| 0.65000 8515.00 Tack Coat | | | 0040 408A051 160000.000 SQYD| 0.64000 102400.00| 0.85000 136000.00| 1.35000 216000.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 424A361 19800.000 TON | 47.95000 949410.00| 50.45000 998910.00| 52.45000 1038510.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A364 125.000 TON | 52.00000 6500.00| 130.00000 16250.00| 55.00000 6875.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A367 2335.000 TON | 42.50000 99237.50| 55.70000 130059.50| 47.35000 110562.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 4085.000 TON | 51.00000 208335.00| 53.80000 219773.00| 49.45000 202003.25 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 54600.00000 54600.00| 10000.00000 10000.00| 29000.00000 29000.00 Mobilization | | | 0100 652A100 8.000 ACRE| 450.00000 3600.00| 525.00000 4200.00| 449.93000 3599.44 Seeding | | | 0110 656A010 8.000 ACRE| 400.00000 3200.00| 470.00000 3760.00| 399.94000 3199.52 Mulching | | | 0120 665F000 150.000 EACH| 10.00000 1500.00| 10.00000 1500.00| 10.00000 1500.00 Hay Bales | | | 0130 665J000 1500.000 LF | 3.25000 4875.00| 2.90000 4350.00| 2.90000 4350.00 Silt Fence, Type A | | | 0140 665O001 1500.000 LF | 0.35000 525.00| 0.35000 525.00| 0.35000 525.00 Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20060728041 COUNTIES : LOWNDES LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 666A001 8.000 ACRE| 5.00000 40.00| 5.00000 40.00| 5.00000 40.00 Pest Control Treatment | | | 0160 701A028 23.000 MILE| 1775.00000 40825.00| 1775.00000 40825.00| 1793.60000 41252.80 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A046 7.000 MILE| 1050.00000 7350.00| 1050.00000 7350.00| 1061.00000 7427.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 15.000 MILE| 1995.00000 29925.00| 1995.00000 29925.00| 2015.91000 30238.65 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 300.000 LF | 2.00000 600.00| 2.00000 600.00| 2.02000 606.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 14.000 MILE| 680.00000 9520.00| 680.00000 9520.00| 687.13000 9619.82 Broken Temporary Traffic Stripe | | | 0210 701C001 75.000 MILE| 720.00000 54000.00| 720.00000 54000.00| 727.55000 54566.25 Solid Temporary Traffic Stripe | | | 0220 701F000 300.000 LF | 1.00000 300.00| 1.00000 300.00| 1.01000 303.00 Dotted Temporary Traffic Stripe | | | 0230 701G125 1395.000 LF | 5.00000 6975.00| 5.00000 6975.00| 5.05000 7044.75 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G129 427.000 LF | 3.50000 1494.50| 3.50000 1494.50| 3.54000 1511.58 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701G133 644.000 LF | 5.00000 3220.00| 5.00000 3220.00| 5.05000 3252.20 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701H001 1700.000 LF | 1.00000 1700.00| 1.00000 1700.00| 1.01000 1717.00 Solid Traffic Stripe Removed (Plastic) | | | 0270 701H006 356.000 LF | 1.00000 356.00| 1.00000 356.00| 1.01000 359.56 Broken Traffic Stripe Removed (Plastic) | | | 0280 703A002 315.000 SQFT| 5.00000 1575.00| 5.00000 1575.00| 5.05000 1590.75 Traffic Control Markings, Class 2, Type | | | A | | | 0290 703B002 25.000 SQFT| 5.00000 125.00| 5.00000 125.00| 5.05000 126.25 Traffic Control Legends, Class 2, Type | | | 0300 703D001 625.000 SQFT| 2.00000 1250.00| 2.00000 1250.00| 2.02000 1262.50 Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20060728041 COUNTIES : LOWNDES LETTING DATE : 07/28/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 705A032 455.000 EACH| 5.50000 2502.50| 5.50000 2502.50| 5.56000 2529.80 Pavement Markers, Class A-H, Type 1-B | | | 0320 705A037 985.000 EACH| 5.50000 5417.50| 5.50000 5417.50| 5.56000 5476.60 Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 1178.000 SQFT| 7.00000 8246.00| 10.00000 11780.00| 7.45000 8776.10 Construction Signs | | | 0340 740D000 50.000 EACH| 10.00000 500.00| 6.00000 300.00| 10.00000 500.00 Channelizing Drums | | | 0350 740E000 200.000 EACH| 5.00000 1000.00| 1.00000 200.00| 5.00000 1000.00 Cones (36 Inches High) | | | 0360 740M001 200.000 EACH| 1.00000 200.00| 1.00000 200.00| 2.00000 400.00 Ballast For Cone | | | 0370 740O000 1.000 EACH| 2675.00000 2675.00| 1.00000 1.00| 1500.00000 1500.00 Pilot Car | | | 0380 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 15000.00000 15000.00 Construction Fuel (Maximum Bid Limited | | | To $ 76,500.00) | | | SECTION TOTALS | $ 1,636,319.00| $ 1,735,516.50| $ 1,827,265.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,636,319.00| $ 1,735,516.50| $ 1,827,265.07 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20060728045 COUNTIES : JACKSON LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 CONTRACT TIME : Per Special Provision CONTRACT DESCRIPTION : PROJECT(S) : ST-036-073-001 for constructing the Slide Correction on SR-73 just south of the Tennessee state line northeast of Bridgeport. Length 0.113 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03104 CARCEL & G. CONSTRUCTION, LLC $ 1,378,721.62 100.0000% 2 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 1,861,332.75 135.0042% 3 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 2,103,948.73 152.6014% 4 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 2,722,349.60 197.4546% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060728045 COUNTIES : JACKSON LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 23025 |( 3 ) 10011 |CARCEL & G. CONSTRUCTION, L |WRIGHT BROTHERS CONSTRUCTIO |JACKSON PAVING & CONSTRUCTION, 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| 8000.00000 8000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) | | | (Approximately 2 | | | 0020 210A000 22144.000 CUYD| 7.00000 155008.00| 10.00000 221440.00| 12.12000 268385.28 Unclassified Excavation | | | 0030 214A000 193.000 CUYD| 20.00000 3860.00| 20.00000 3860.00| 20.63000 3981.59 Structure Excavation | | | 0040 219A000 38568.000 TON | 22.63000 872793.84| 25.25000 973842.00| 28.75000 1108830.00 Rock Buttress For Landslide Correction | | | 0050 305B061 2523.000 TON | 18.00000 45414.00| 25.25000 63705.75| 21.83000 55077.09 Coarse Aggregate, Section 801, ALDOT | | | #410 Modified, For Misc. Use | | | 0060 405A000 50.000 GAL | 3.36000 168.00| 5.00000 250.00| 3.20000 160.00 Tack Coat | | | 0070 424A341 110.000 TON | 125.53000 13808.30| 138.00000 15180.00| 119.55000 13150.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424B636 179.000 TON | 98.70000 17667.30| 110.00000 19690.00| 94.00000 16826.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0090 424B666 182.000 TON | 94.99000 17288.18| 105.00000 19110.00| 90.50000 16471.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0100 531A100 91.000 LF | 500.00000 45500.00| 520.00000 47320.00| 571.89000 52041.99 60", 0.168" Plate C.S. Structural Plate | | | Pipe | | | 0110 600A000 LUMP| 62000.00000 62000.00| 350000.00000 350000.00| 373515.48000 373515.48 Mobilization | | | 0120 602A000 10.000 EACH| 200.00000 2000.00| 200.00000 2000.00| 590.00000 5900.00 Right Of Way Markers | | | 0130 605B007 1.000 EACH| 500.00000 500.00| 750.00000 750.00| 1130.27000 1130.27 Special Underdrain Outlet, Type A (8 | | | Inch Diameter) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060728045 COUNTIES : JACKSON LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 23025 |( 3 ) 10011 |CARCEL & G. CONSTRUCTION, L |WRIGHT BROTHERS CONSTRUCTIO |JACKSON PAVING & CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 606A014 200.000 LF | 35.00000 7000.00| 40.00000 8000.00| 43.38000 8676.00 8" Underdrain Pipe, Type 3 | | | 0150 610C001 162.000 TON | 27.00000 4374.00| 30.00000 4860.00| 38.56000 6246.72 Loose Riprap, Class 2 | | | 0160 610D000 68.000 SQYD| 4.00000 272.00| 5.00000 340.00| 4.82000 327.76 Filter Blanket | | | 0170 614A000 30.000 CUYD| 450.00000 13500.00| 425.00000 12750.00| 697.77000 20933.10 Slope Paving | | | 0180 615B000 5.000 CUYD| 300.00000 1500.00| 250.00000 1250.00| 682.48000 3412.40 Riprap Grout | | | 0190 619A059 2.000 EACH| 5000.00000 10000.00| 4500.00000 9000.00| 2658.88000 5317.76 60" Roadway Pipe End Treatment, Class 2 | | | 0200 621A004 1.000 EACH| 25000.00000 25000.00| 29000.00000 29000.00| 13112.56000 13112.56 Junction Boxes, Type 4 | | | 0210 621B004 8.000 EACH| 1000.00000 8000.00| 500.00000 4000.00| 3351.53000 26812.24 Junction Box Units, Type 4 | | | 0220 630A001 625.000 LF | 25.00000 15625.00| 28.60000 17875.00| 25.07000 15668.75 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C050 3.000 EACH| 2700.00000 8100.00| 2530.00000 7590.00| 3024.00000 9072.00 Guardrail End Anchor, Type 20 Series | | | 0240 650A000 15.000 CUYD| 20.00000 300.00| 20.00000 300.00| 61.33000 919.95 Topsoil | | | 0250 654A001 350.000 SQYD| 6.00000 2100.00| 5.00000 1750.00| 7.41000 2593.50 Solid Sodding (Bermuda) | | | 0260 659A027 350.000 SQYD| 3.00000 1050.00| 5.00000 1750.00| 5.39000 1886.50 Rolled Erosion Control Product, Type | | | (1C) | | | 0270 665F000 150.000 EACH| 10.00000 1500.00| 12.00000 1800.00| 13.70000 2055.00 Hay Bales | | | 0280 665I000 80.000 TON | 27.00000 2160.00| 30.00000 2400.00| 53.34000 4267.20 Temporary Riprap, Class 2 | | | 0290 665J000 1250.000 LF | 5.50000 6875.00| 5.00000 6250.00| 4.15000 5187.50 Silt Fence, Type A | | | 0300 665O001 1250.000 LF | 1.00000 1250.00| 2.00000 2500.00| 1.35000 1687.50 Silt Fence Removal | | | 0310 665Q001 40.000 LF | 8.00000 320.00| 20.00000 800.00| 8.30000 332.00 20 Inch Wattle | | | 0320 680A000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 15805.75000 15805.75 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060728045 COUNTIES : JACKSON LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 23025 |( 3 ) 10011 |CARCEL & G. CONSTRUCTION, L |WRIGHT BROTHERS CONSTRUCTIO |JACKSON PAVING & CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 701G049 850.000 LF | 1.18000 1003.00| 1.15000 977.50| 2.00000 1700.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0340 701G072 850.000 LF | 1.18000 1003.00| 1.15000 977.50| 2.00000 1700.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0350 705A037 16.000 EACH| 10.00000 160.00| 11.50000 184.00| 10.00000 160.00 Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 198.000 SQFT| 14.00000 2772.00| 9.50000 1881.00| 22.55000 4464.90 Construction Signs | | | 0370 740E000 30.000 EACH| 25.00000 750.00| 15.00000 450.00| 15.16000 454.80 Cones (36 Inches High) | | | 0380 740F002 12.000 EACH| 300.00000 3600.00| 250.00000 3000.00| 493.11000 5917.32 Barricades, Type III | | | 0390 740I005 6.000 EACH| 200.00000 1200.00| 200.00000 1200.00| 269.47000 1616.82 Warning Lights, Type B (Detachable Head | | | 0400 740M001 30.000 EACH| 10.00000 300.00| 10.00000 300.00| 5.05000 151.50 Ballast For Cone | | | 0410 998A000 LUMP| 10000.00000 10000.00| 0.00000 0.00| 20000.00000 20000.00 Construction Fuel (Maximum Bid Limited | | | To $ 78,500.00) | | | SECTION TOTALS | $ 1,378,721.62| $ 1,861,332.75| $ 2,103,948.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,378,721.62| $ 1,861,332.75| $ 2,103,948.73 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 045 -5 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060728045 COUNTIES : JACKSON LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 8000.00000 8000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) | | | (Approximately 2 | | | 0020 210A000 22144.000 CUYD| 32.00000 708608.00| | Unclassified Excavation | | | 0030 214A000 193.000 CUYD| 6.00000 1158.00| | Structure Excavation | | | 0040 219A000 38568.000 TON | 36.00000 1388448.00| | Rock Buttress For Landslide Correction | | | 0050 305B061 2523.000 TON | 29.00000 73167.00| | Coarse Aggregate, Section 801, ALDOT | | | #410 Modified, For Misc. Use | | | 0060 405A000 50.000 GAL | 5.50000 275.00| | Tack Coat | | | 0070 424A341 110.000 TON | 204.00000 22440.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424B636 179.000 TON | 160.00000 28640.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0090 424B666 182.000 TON | 154.00000 28028.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0100 531A100 91.000 LF | 550.00000 50050.00| | 60", 0.168" Plate C.S. Structural Plate | | | Pipe | | | 0110 600A000 LUMP| 208000.00000 208000.00| | Mobilization | | | 0120 602A000 10.000 EACH| 750.00000 7500.00| | Right Of Way Markers | | | 0130 605B007 1.000 EACH| 1300.00000 1300.00| | Special Underdrain Outlet, Type A (8 | | | Inch Diameter) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 045 -6 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060728045 COUNTIES : JACKSON LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 606A014 200.000 LF | 55.00000 11000.00| | 8" Underdrain Pipe, Type 3 | | | 0150 610C001 162.000 TON | 43.00000 6966.00| | Loose Riprap, Class 2 | | | 0160 610D000 68.000 SQYD| 3.30000 224.40| | Filter Blanket | | | 0170 614A000 30.000 CUYD| 560.00000 16800.00| | Slope Paving | | | 0180 615B000 5.000 CUYD| 220.00000 1100.00| | Riprap Grout | | | 0190 619A059 2.000 EACH| 4200.00000 8400.00| | 60" Roadway Pipe End Treatment, Class 2 | | | 0200 621A004 1.000 EACH| 8000.00000 8000.00| | Junction Boxes, Type 4 | | | 0210 621B004 8.000 EACH| 4000.00000 32000.00| | Junction Box Units, Type 4 | | | 0220 630A001 625.000 LF | 35.60000 22250.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C050 3.000 EACH| 4290.00000 12870.00| | Guardrail End Anchor, Type 20 Series | | | 0240 650A000 15.000 CUYD| 64.00000 960.00| | Topsoil | | | 0250 654A001 350.000 SQYD| 7.30000 2555.00| | Solid Sodding (Bermuda) | | | 0260 659A027 350.000 SQYD| 2.50000 875.00| | Rolled Erosion Control Product, Type | | | (1C) | | | 0270 665F000 150.000 EACH| 11.30000 1695.00| | Hay Bales | | | 0280 665I000 80.000 TON | 43.40000 3472.00| | Temporary Riprap, Class 2 | | | 0290 665J000 1250.000 LF | 5.60000 7000.00| | Silt Fence, Type A | | | 0300 665O001 1250.000 LF | 1.60000 2000.00| | Silt Fence Removal | | | 0310 665Q001 40.000 LF | 9.70000 388.00| | 20 Inch Wattle | | | 0320 680A000 LUMP| 45000.00000 45000.00| | Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 045 -7 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060728045 COUNTIES : JACKSON LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 701G049 850.000 LF | 1.60000 1360.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0340 701G072 850.000 LF | 1.60000 1360.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0350 705A037 16.000 EACH| 16.00000 256.00| | Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 198.000 SQFT| 12.90000 2554.20| | Construction Signs | | | 0370 740E000 30.000 EACH| 19.40000 582.00| | Cones (36 Inches High) | | | 0380 740F002 12.000 EACH| 400.00000 4800.00| | Barricades, Type III | | | 0390 740I005 6.000 EACH| 323.00000 1938.00| | Warning Lights, Type B (Detachable Head | | | 0400 740M001 30.000 EACH| 11.00000 330.00| | Ballast For Cone | | | 0410 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 78,500.00) | | | SECTION TOTALS | $ 2,722,349.60| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,722,349.60| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20060728046 COUNTIES : JACKSON LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-036-999-009 for constructing the Bridge Removal on 8th Street over the CSXT Railroad in Bridgeport. Length 0.035 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19007 SCOTT BRIDGE COMPANY, INC. $ 177,110.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20060728046 COUNTIES : JACKSON LETTING DATE : 07/28/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 107135.00000 107135.00| | Removal Of Old Bridge, Station 13+15.25 | | | to 15+04.37 | | | 0020 600A000 LUMP| 60000.00000 60000.00| | Mobilization | | | 0030 665J000 240.000 LF | 10.00000 2400.00| | Silt Fence, Type A | | | 0040 665O001 240.000 LF | 2.00000 480.00| | Silt Fence Removal | | | 0050 726A000 60.000 LF | 55.00000 3300.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 0060 740B000 45.000 SQFT| 45.00000 2025.00| | Construction Signs | | | 0070 740F002 4.000 EACH| 220.00000 880.00| | Barricades, Type III | | | 0080 740I005 2.000 EACH| 445.00000 890.00| | Warning Lights, Type B (Detachable Head | | | 0090 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 7,800.00) | | | SECTION TOTALS | $ 177,110.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 177,110.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20060728047 COUNTIES : WILCOX LETTING DATE : 07/28/06 10:00 AM DIVISION : 08 CONTRACT TIME : 75 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-066-265-001 for constructing the Slide Repair on SR-265 southeast of Camden. Length 0.132 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14001 NEWELL ROADBUILDERS, INC. $ 657,193.25 100.0000% 2 02109 BURNETT CIVIL CONTRACTING, LLC $ 743,123.29 113.0753% 3 03104 CARCEL & G. CONSTRUCTION, LLC $ 825,538.25 125.6158% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060728047 COUNTIES : WILCOX LETTING DATE : 07/28/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 02109 |( 3 ) 03104 |NEWELL ROADBUILDERS, INC. |BURNETT CIVIL CONTRACTING, |CARCEL & G. CONSTRUCTION, 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| 8000.00000 8000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) | | | 0020 206D001 325.000 LF | 3.00000 975.00| 8.00000 2600.00| 5.00000 1625.00 Removing Guardrail | | | 0030 206E008 2.000 EACH| 250.00000 500.00| 500.00000 1000.00| 150.00000 300.00 Removing Guardrail End Anchor (All Type | | | 0040 210A000 1070.000 CUYD| 7.50000 8025.00| 5.50000 5885.00| 8.55000 9148.50 Unclassified Excavation | | | 0050 210D000 21027.000 CUYD| 9.00000 189243.00| 14.75000 310148.25| 10.55000 221834.85 Borrow Excavation | | | 0070 214A000 562.000 CUYD| 5.00000 2810.00| 6.50000 3653.00| 7.55000 4243.10 Structure Excavation | | | 0080 214B001 89.000 CUYD| 61.00000 5429.00| 35.00000 3115.00| 46.05000 4098.45 Foundation Backfill, Commercial | | | 0100 405A000 300.000 GAL | 2.50000 750.00| 4.40000 1320.00| 8.00000 2400.00 Tack Coat | | | 0111 424A340 289.000 TON | 94.50000 27310.50| 104.50000 30200.50| 118.50000 34246.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0121 424A346 150.000 TON | 75.00000 11250.00| 93.50000 14025.00| 135.55000 20332.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0140 424B640 150.000 TON | 85.00000 12750.00| 93.50000 14025.00| 155.00000 23250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0151 424C340 248.000 TON | 68.00000 16864.00| 93.50000 23188.00| 128.50000 31868.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A/B | | | 0152 424C348 388.000 TON | 68.00000 26384.00| 88.00000 34144.00| 128.00000 49664.00 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060728047 COUNTIES : WILCOX LETTING DATE : 07/28/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 02109 |( 3 ) 03104 |NEWELL ROADBUILDERS, INC. |BURNETT CIVIL CONTRACTING, |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 428C000 1400.000 LF | 1.00000 1400.00| 0.30000 420.00| 5.40000 7560.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0180 430B000 100.000 TON | 39.00000 3900.00| 35.00000 3500.00| 21.95000 2195.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0190 530A001 268.000 LF | 45.00000 12060.00| 34.12000 9144.16| 39.00000 10452.00 18" Roadway Pipe (Class 3 R.C.) | | | 0200 530A002 229.000 LF | 53.50000 12251.50| 45.00000 10305.00| 49.00000 11221.00 24" Roadway Pipe (Class 3 R.C.) | | | 0205 530A004 20.000 LF | 96.75000 1935.00| 106.87000 2137.40| 85.00000 1700.00 36" Roadway Pipe (Class 3 R.C.) | | | 0210 530A204 135.000 LF | 148.75000 20081.25| 120.00000 16200.00| 81.00000 10935.00 36" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0220 600A000 LUMP| 60000.00000 60000.00| 75000.00000 75000.00| 120500.00000 120500.00 Mobilization | | | 0230 602A000 4.000 EACH| 250.00000 1000.00| 100.00000 400.00| 225.00000 900.00 Right Of Way Markers | | | 0240 610C001 204.000 TON | 56.75000 11577.00| 31.65000 6456.60| 34.00000 6936.00 Loose Riprap, Class 2 | | | 0250 610D003 275.000 SQYD| 5.00000 1375.00| 2.00000 550.00| 4.25000 1168.75 Filter Blanket, Geotextile | | | 0260 614A000 47.000 CUYD| 235.00000 11045.00| 300.00000 14100.00| 475.00000 22325.00 Slope Paving | | | 0270 619A101 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| 950.00000 1900.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 621A005 1.000 EACH| 2300.00000 2300.00| 2500.00000 2500.00| 2550.00000 2550.00 Junction Boxes, Type 1 | | | 0290 621A022 1.000 EACH| 2800.00000 2800.00| 2700.00000 2700.00| 3050.00000 3050.00 Junction Boxes, Type 1 (Modified) | | | 0300 621B005 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 325.00000 325.00 Junction Box Units, Type 1 | | | 0310 621B034 3.000 EACH| 600.00000 1800.00| 500.00000 1500.00| 325.00000 975.00 Junction Box Units, Type 1 (Modified) | | | 0320 621C031 2.000 EACH| 2500.00000 5000.00| 3000.00000 6000.00| 2950.00000 5900.00 Inlets, Type S3 (1 Wing) | | | 0330 621C033 1.000 EACH| 2800.00000 2800.00| 3500.00000 3500.00| 3150.00000 3150.00 Inlets, Type S3 (2 Wing) | | | 0340 621D020 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| 325.00000 650.00 Inlet Units, Type S3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060728047 COUNTIES : WILCOX LETTING DATE : 07/28/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 02109 |( 3 ) 03104 |NEWELL ROADBUILDERS, INC. |BURNETT CIVIL CONTRACTING, |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 621I002 1.000 EACH| 10800.00000 10800.00| 8500.00000 8500.00| 5200.00000 5200.00 Stilling Basins, Type 2 | | | 0360 623C000 482.000 LF | 16.00000 7712.00| 13.00000 6266.00| 19.50000 9399.00 Combination Curb & Gutter, Type C | | | 0370 630A001 250.000 LF | 22.00000 5500.00| 25.00000 6250.00| 25.00000 6250.00 Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C050 2.000 EACH| 2100.00000 4200.00| 3500.00000 7000.00| 2700.00000 5400.00 Guardrail End Anchor, Type 20 Series | | | 0390 650A000 900.000 CUYD| 12.00000 10800.00| 10.00000 9000.00| 9.00000 8100.00 Topsoil | | | 0400 652A100 3.000 ACRE| 800.00000 2400.00| 880.00000 2640.00| 1050.00000 3150.00 Seeding | | | 0410 654A000 96.000 SQYD| 10.00000 960.00| 10.00000 960.00| 8.85000 849.60 Solid Sodding | | | 0420 656A010 3.000 ACRE| 700.00000 2100.00| 770.00000 2310.00| 925.00000 2775.00 Mulching | | | 0430 659A025 96.000 SQYD| 1.50000 144.00| 1.75000 168.00| 3.00000 288.00 Rolled Erosion Control Product, Type | | | (1A) | | | 0440 659A036 6300.000 SQYD| 1.10000 6930.00| 1.25000 7875.00| 3.25000 20475.00 Rolled Erosion Control Product, Type | | | (2D) | | | 0450 665A000 3.000 ACRE| 500.00000 1500.00| 550.00000 1650.00| 925.00000 2775.00 Temporary Seeding | | | 0460 665B000 3.000 ACRE| 500.00000 1500.00| 550.00000 1650.00| 925.00000 2775.00 Temporary Mulching | | | 0470 665C000 564.000 LF | 39.00000 21996.00| 18.17000 10247.88| 34.00000 19176.00 15" Temporary Pipe | | | 0480 665E000 400.000 SQYD| 5.00000 2000.00| 0.06000 24.00| 4.25000 1700.00 Polyethylene | | | 0490 665F000 250.000 EACH| 6.00000 1500.00| 8.80000 2200.00| 8.50000 2125.00 Hay Bales | | | 0500 665G000 250.000 EACH| 6.00000 1500.00| 3.30000 825.00| 9.50000 2375.00 Sand Bags | | | 0510 665I000 32.000 TON | 56.75000 1816.00| 31.00000 992.00| 65.00000 2080.00 Temporary Riprap, Class 2 | | | 0520 665J000 3600.000 LF | 3.00000 10800.00| 3.30000 11880.00| 4.50000 16200.00 Silt Fence, Type A | | | 0530 665O001 3900.000 LF | 0.30000 1170.00| 0.33000 1287.00| 1.25000 4875.00 Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060728047 COUNTIES : WILCOX LETTING DATE : 07/28/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 02109 |( 3 ) 03104 |NEWELL ROADBUILDERS, INC. |BURNETT CIVIL CONTRACTING, |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 665Q000 200.000 LF | 6.50000 1300.00| 7.20000 1440.00| 7.50000 1500.00 12 Inch Wattle | | | 0550 665Q001 350.000 LF | 7.50000 2625.00| 8.20000 2870.00| 8.00000 2800.00 20 Inch Wattle | | | 0560 665T000 500.000 LF | 7.50000 3750.00| 10.00000 5000.00| 3.00000 1500.00 Temporary Earth Berms | | | 0570 666A001 3.000 ACRE| 5.00000 15.00| 5.50000 16.50| 100.00000 300.00 Pest Control Treatment | | | 0580 672B000 30.000 LB | 12.00000 360.00| 12.20000 366.00| 25.00000 750.00 Flocculant Powder | | | 0590 680A000 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 30000.00000 30000.00 Engineering Controls | | | 0600 701A028 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 3000.00000 3000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0610 701A048 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 3000.00000 3000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0620 701C003 4.000 MILE| 1000.00000 4000.00| 1000.00000 4000.00| 1200.00000 4800.00 Solid Temporary Traffic Stripe (Paint) | | | 0630 701D007 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 2000.00000 2000.00 Solid Traffic Stripe Removed (Paint) | | | 0640 705A023 72.000 EACH| 10.00000 720.00| 11.00000 792.00| 10.50000 756.00 Pavement Markers, Class C, Type 2-D | | | 0650 705A037 72.000 EACH| 10.00000 720.00| 11.00000 792.00| 10.50000 756.00 Pavement Markers, Class A-H, Type 2-D | | | 0660 740B000 470.000 SQFT| 8.00000 3760.00| 9.00000 4230.00| 14.00000 6580.00 Construction Signs | | | 0670 740D000 100.000 EACH| 45.00000 4500.00| 75.00000 7500.00| 60.00000 6000.00 Channelizing Drums | | | 0680 740E000 50.000 EACH| 20.00000 1000.00| 15.50000 775.00| 26.00000 1300.00 Cones (36 Inches High) | | | 0690 740L005 25.000 EACH| 100.00000 2500.00| 40.00000 1000.00| 125.00000 3125.00 Vertical Panel, Type I (Double-Sided) | | | 0700 740M001 50.000 EACH| 10.00000 500.00| 8.00000 400.00| 10.00000 500.00 Ballast For Cone | | | 0710 740O000 1.000 EACH| 3500.00000 3500.00| 6500.00000 6500.00| 3500.00000 3500.00 Pilot Car | | | 0720 998A000 LUMP| 45500.00000 45500.00| 0.00000 0.00| 12000.00000 12000.00 Construction Fuel (Maximum Bid Limited | | | To $ 45,500.00) | | | SECTION TOTALS | $ 657,193.25| $ 743,123.29| $ 825,538.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 657,193.25| $ 743,123.29| $ 825,538.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20060728048 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-302-473-171-603 for constructing the Planing, Resurfacing and Traffic Stripe on SR-171 from just north of SR-118 in Guin to just north of CR-45. Length 3.884 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONSTRUCTION, INC. $ 1,103,491.60 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 1,256,921.69 113.9041% 3 01087 APAC-SOUTHEAST, INC. $ 1,525,932.39 138.2822% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20060728048 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 2088.000 LF | 0.80000 1670.40| 0.83000 1733.04| 0.77000 1607.76 Removing Guardrail | | | 0020 206E008 8.000 EACH| 120.00000 960.00| 137.50000 1100.00| 127.50000 1020.00 Removing Guardrail End Anchor (All Type | | | 0030 305B060 534.000 TON | 22.00000 11748.00| 18.00000 9612.00| 27.14000 14492.76 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0040 401B100 105525.000 SQYD| 0.95000 100248.75| 1.01000 106580.25| 0.94000 99193.50 Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 408A052 101421.000 SQYD| 0.45000 45639.45| 1.50000 152131.50| 1.32000 133875.72 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 410H000 1.000 EACH| 20000.00000 20000.00| 13500.00000 13500.00| 64158.24000 64158.24 Material Remixing Device | | | 0070 424A360 8122.000 TON | 48.89000 397084.58| 58.00000 471076.00| 67.91000 551565.02 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A369 57.000 TON | 60.00000 3420.00| 66.00000 3762.00| 82.99000 4730.43 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B653 1000.000 TON | 67.00000 67000.00| 64.00000 64000.00| 86.16000 86160.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B657 3243.000 TON | 50.83000 164841.69| 54.00000 175122.00| 68.22000 221237.46 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0110 424C370 977.000 TON | 50.89000 49719.53| 46.00000 44942.00| 68.41000 66836.57 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 600A000 LUMP| 25000.00000 25000.00| 12500.00000 12500.00| 105978.09000 105978.09 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20060728048 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 630A001 2088.000 LF | 18.90000 39463.20| 19.80000 41342.40| 18.36000 38335.68 Steel Beam Guardrail, Class A, Type 2 | | | 0140 630C000 4.000 EACH| 1890.00000 7560.00| 1980.00000 7920.00| 1836.00000 7344.00 Guardrail End Anchor, Type 10 | | | 0150 630C003 4.000 EACH| 1400.00000 5600.00| 1485.00000 5940.00| 1377.00000 5508.00 Guardrail End Anchor, Type 13 | | | 0160 652A100 1.000 ACRE| 1250.00000 1250.00| 1000.00000 1000.00| 1478.92000 1478.92 Seeding | | | 0170 656A010 1.000 ACRE| 1250.00000 1250.00| 1000.00000 1000.00| 1156.76000 1156.76 Mulching | | | 0180 665J000 200.000 LF | 8.00000 1600.00| 5.00000 1000.00| 4.25000 850.00 Silt Fence, Type A | | | 0190 665O001 200.000 LF | 4.00000 800.00| 2.50000 500.00| 2.24000 448.00 Silt Fence Removal | | | 0200 665Q001 300.000 LF | 8.00000 2400.00| 10.00000 3000.00| 7.30000 2190.00 20 Inch Wattle | | | 0210 680A000 LUMP| 25000.00000 25000.00| 5000.00000 5000.00| 5937.93000 5937.93 Engineering Controls | | | 0220 701A028 6.000 MILE| 1875.00000 11250.00| 2062.50000 12375.00| 1912.50000 11475.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0230 701A041 3.000 MILE| 1100.00000 3300.00| 1210.00000 3630.00| 1122.00000 3366.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701A046 2.000 MILE| 1100.00000 2200.00| 1210.00000 2420.00| 1122.00000 2244.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A048 6.000 MILE| 2100.00000 12600.00| 2310.00000 13860.00| 2142.00000 12852.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701C000 13.000 MILE| 750.00000 9750.00| 825.00000 10725.00| 765.00000 9945.00 Broken Temporary Traffic Stripe | | | 0270 701C001 33.000 MILE| 790.00000 26070.00| 869.00000 28677.00| 805.80000 26591.40 Solid Temporary Traffic Stripe | | | 0280 701G125 344.000 LF | 5.00000 1720.00| 5.50000 1892.00| 5.10000 1754.40 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 701G129 172.000 LF | 5.00000 860.00| 5.50000 946.00| 5.10000 877.20 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20060728048 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701H001 344.000 LF | 2.00000 688.00| 2.20000 756.80| 2.04000 701.76 Solid Traffic Stripe Removed (Plastic) | | | 0310 701H006 172.000 LF | 2.00000 344.00| 2.20000 378.40| 2.04000 350.88 Broken Traffic Stripe Removed (Plastic) | | | 0320 703A002 3447.000 SQFT| 3.50000 12064.50| 3.85000 13270.95| 3.57000 12305.79 Traffic Control Markings, Class 2, Type | | | A | | | 0330 703B002 546.000 SQFT| 4.00000 2184.00| 4.40000 2402.40| 4.08000 2227.68 Traffic Control Legends, Class 2, Type | | | 0340 703D001 2608.000 SQFT| 2.00000 5216.00| 2.20000 5737.60| 2.04000 5320.32 Temporary Traffic Control Markings | | | 0350 703E001 1092.000 SQFT| 2.00000 2184.00| 2.20000 2402.40| 2.04000 2227.68 Temporary Traffic Control Legends | | | 0360 705A030 296.000 EACH| 5.50000 1628.00| 6.05000 1790.80| 5.61000 1660.56 Pavement Markers, Class A-H, Type 2-C | | | 0370 705A031 167.000 EACH| 5.50000 918.50| 6.05000 1010.35| 5.61000 936.87 Pavement Markers, Class A-H, Type 1-A | | | 0380 705A032 56.000 EACH| 5.50000 308.00| 6.05000 338.80| 5.61000 314.16 Pavement Markers, Class A-H, Type 1-B | | | 0390 705A037 398.000 EACH| 5.50000 2189.00| 6.05000 2407.90| 5.61000 2232.78 Pavement Markers, Class A-H, Type 2-D | | | 0400 740B000 1083.000 SQFT| 14.00000 15162.00| 7.70000 8339.10| 7.14000 7732.62 Construction Signs | | | 0410 740D000 20.000 EACH| 80.00000 1600.00| 50.00000 1000.00| 0.01000 0.20 Channelizing Drums | | | 0420 740E000 200.000 EACH| 30.00000 6000.00| 15.00000 3000.00| 0.01000 2.00 Cones (36 Inches High) | | | 0430 740M001 200.000 EACH| 30.00000 6000.00| 9.00000 1800.00| 0.01000 2.00 Ballast For Cone | | | 0440 740O000 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 6061.93000 6061.93 Pilot Car | | | 0450 741C010 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 644.32000 644.32 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0460 998A000 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 57,000) | | | SECTION TOTALS | $ 1,103,491.60| $ 1,256,921.69| $ 1,525,932.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,103,491.60| $ 1,256,921.69| $ 1,525,932.39 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20060728049 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-302-473-019-602 for constructing the Resurfacing and Traffic Stripe on SR-19 and Spur from the Lamar County line to SR-74 (US-278) in Hamilton. Length 11.426 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONSTRUCTION, INC. $ 1,478,297.35 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 1,491,258.20 100.8767% 3 01087 APAC-SOUTHEAST, INC. $ 1,608,161.07 108.7847% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060728049 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 8.000 EACH| 150.00000 1200.00| 250.00000 2000.00| 177.52000 1420.16 Mailbox Reset, Single | | | 0020 305B060 5507.000 TON | 21.00000 115647.00| 18.00000 99126.00| 20.18000 111131.26 Crushed Aggregate, Section 825, Type B | | | For Miscellaneous Use | | | 0030 401B108 195645.000 SQYD| 1.39000 271946.55| 1.47000 287598.15| 1.34000 262164.30 Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 424B638 500.000 TON | 70.00000 35000.00| 65.00000 32500.00| 108.64000 54320.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1/2"Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B642 15970.000 TON | 50.79000 811116.30| 53.00000 846410.00| 58.22000 929773.40 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 600A000 LUMP| 20000.00000 20000.00| 12500.00000 12500.00| 57613.68000 57613.68 Mobilization | | | 0070 680A000 LUMP| 30000.00000 30000.00| 5000.00000 5000.00| 10705.52000 10705.52 Engineering Controls | | | 0080 701A028 27.000 MILE| 1875.00000 50625.00| 2062.50000 55687.50| 1875.00000 50625.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0090 701A046 7.000 MILE| 1100.00000 7700.00| 1210.00000 8470.00| 1100.00000 7700.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0100 701A048 19.000 MILE| 2100.00000 39900.00| 2310.00000 43890.00| 2100.00000 39900.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701C000 7.000 MILE| 750.00000 5250.00| 825.00000 5775.00| 750.00000 5250.00 Broken Temporary Traffic Stripe | | | 0120 701C001 45.000 MILE| 790.00000 35550.00| 869.00000 39105.00| 790.00000 35550.00 Solid Temporary Traffic Stripe | | | 0130 701G125 2062.000 LF | 4.50000 9279.00| 4.95000 10206.90| 4.50000 9279.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701G129 296.000 LF | 4.00000 1184.00| 4.40000 1302.40| 4.00000 1184.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20060728049 COUNTIES : MARION LETTING DATE : 07/28/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 19074 |( 3 ) 01087 |TRI-COUNTY CONSTRUCTION, IN |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701G133 1470.000 LF | 5.00000 7350.00| 5.50000 8085.00| 5.00000 7350.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701H001 3532.000 LF | 0.50000 1766.00| 0.55000 1942.60| 0.50000 1766.00 Solid Traffic Stripe Removed (Plastic) | | | 0170 701H006 296.000 LF | 1.00000 296.00| 1.10000 325.60| 1.00000 296.00 Broken Traffic Stripe Removed (Plastic) | | | 0180 705A032 422.000 EACH| 5.50000 2321.00| 6.05000 2553.10| 5.50000 2321.00 Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 1015.000 EACH| 5.50000 5582.50| 6.05000 6140.75| 5.50000 5582.50 Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 1006.000 SQFT| 14.00000 14084.00| 7.70000 7746.20| 7.00000 7042.00 Construction Signs | | | 0210 740E000 200.000 EACH| 20.00000 4000.00| 14.92000 2984.00| 0.01000 2.00 Cones (36 Inches High) | | | 0220 740M001 200.000 EACH| 20.00000 4000.00| 9.55000 1910.00| 0.01000 2.00 Ballast For Cone | | | 0230 740O000 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 7182.25000 7182.25 Pilot Car | | | 0240 998A000 LUMP| 2000.00000 2000.00| 7500.00000 7500.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 59,000.00) | | | SECTION TOTALS | $ 1,478,297.35| $ 1,491,258.20| $ 1,608,161.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,478,297.35| $ 1,491,258.20| $ 1,608,161.07 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20060728051 COUNTIES : ESCAMBIA LETTING DATE : 07/28/06 10:00 AM DIVISION : 09 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : 99-409-273-041-545 for constructing the Precast Concrete Box Culvert (Grade, Drainage and Pavement) on SR-41 at MP 8.75 in Brewton. Length 0.018 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 241,882.79 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060728051 COUNTIES : ESCAMBIA LETTING DATE : 07/28/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 03047 |( ) |BULLARD EXCAVATING, INC. |CARTER'S CONTRACTING SERVIC | 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 206C000 43.000 SQYD| 19.26000 828.18| | Removing Concrete Sidewalk | | | 0030 206D000 76.000 LF | 30.00000 2280.00| | Removing Pipe | | | 0040 206D006 41.000 LF | 12.60000 516.60| | Removing Industrial Fence | | | 0050 206E000 3.000 EACH| 200.00000 600.00| | Removing Headwalls | | | 0060 206E001 1.000 EACH| 750.00000 750.00| | Removing Inlets | | | 0070 210A000 78.000 CUYD| 17.00000 1326.00| | Unclassified Excavation | | | 0080 210D012 155.000 CUYD| 19.00000 2945.00| | Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0090 214A000 157.000 CUYD| 23.97000 3763.29| | Structure Excavation | | | 0100 214B001 79.000 CUYD| 62.27000 4919.33| | Foundation Backfill, Commercial | | | 0110 405A000 23.000 GAL | 5.00000 115.00| | Tack Coat | | | 0120 407A000 7.000 GAL | 40.00000 280.00| | Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0130 424A363 21.000 TON | 125.00000 2625.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B655 32.000 TON | 125.00000 4000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B685 32.000 TON | 125.00000 4000.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060728051 COUNTIES : ESCAMBIA LETTING DATE : 07/28/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 03047 |( ) |BULLARD EXCAVATING, INC. |CARTER'S CONTRACTING SERVIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424C364 70.000 TON | 125.00000 8750.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 430B040 10.000 TON | 60.00000 600.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0180 502A000 13768.000 LB | 2.00000 27536.00| | Steel Reinforcement | | | 0190 524A012 78.000 CUYD| 983.39000 76704.42| | Culvert Concrete (Precast) | | | 0200 535A080 25.000 LF | 63.87000 1596.75| | 18" Side Drain Pipe (Class 3 R.C.) | | | 0210 600A000 LUMP| 28000.00000 28000.00| | Mobilization | | | 0220 602A000 8.000 EACH| 100.00000 800.00| | Right Of Way Markers | | | 0230 610C001 244.000 TON | 55.15000 13456.60| | Loose Riprap, Class 2 | | | 0240 610D003 192.000 SQYD| 3.06000 587.52| | Filter Blanket, Geotextile | | | 0250 618A000 50.000 SQYD| 55.00000 2750.00| | Concrete Sidewalk, 4" Thick | | | 0260 620A000 1.000 CUYD| 850.00000 850.00| | Minor Structure Concrete | | | 0270 621C015 1.000 EACH| 3200.00000 3200.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0280 621D015 1.000 EACH| 750.00000 750.00| | Inlet Units, Type S1 Or S3 | | | 0290 623C000 82.000 LF | 14.00000 1148.00| | Combination Curb & Gutter, Type C | | | 0300 634A000 41.000 LF | 35.00000 1435.00| | Industrial Fence, 4 Feet High | | | 0310 650A000 80.000 CUYD| 24.80000 1984.00| | Topsoil | | | 0320 652A100 1.000 ACRE| 1000.00000 1000.00| | Seeding | | | 0330 654A001 330.000 SQYD| 5.00000 1650.00| | Solid Sodding (Bermuda) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20060728051 COUNTIES : ESCAMBIA LETTING DATE : 07/28/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 03047 |( ) |BULLARD EXCAVATING, INC. |CARTER'S CONTRACTING SERVIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 656A010 1.000 ACRE| 1000.00000 1000.00| | Mulching | | | 0350 665I000 35.000 TON | 57.74000 2020.90| | Temporary Riprap, Class 2 | | | 0360 674A000 200.000 LF | 5.00000 1000.00| | Construction Safety Fence | | | 0370 680A000 LUMP| 1500.00000 1500.00| | Engineering Controls | | | 0380 740B000 745.000 SQFT| 9.60000 7152.00| | Construction Signs | | | 0390 740C000 63.000 SQFT| 14.40000 907.20| | Special Construction Signs | | | 0400 740D000 25.000 EACH| 60.00000 1500.00| | Channelizing Drums | | | 0410 740F002 10.000 EACH| 210.00000 2100.00| | Barricades, Type III | | | 0420 740G000 4.000 EACH| 114.00000 456.00| | Barricades, Type I, (Portable, 24 | | | Inches Wide) | | | 0430 740I005 5.000 EACH| 300.00000 1500.00| | Warning Lights, Type B (Detachable Head | | | 0440 742A001 2.000 EACH| 8500.00000 17000.00| | Portable Changeable Message Sign, Type | | | 0450 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 16,800.00) | | | SECTION TOTALS | $ 241,882.79| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,882.79| $ 113,304.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20060728052 COUNTIES : RUSSELL LETTING DATE : 07/28/06 10:00 AM DIVISION : 04 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-304-576-008-601 for constructing the Planing, Resurfacing and Traffic Stripe on SR-8 (US-80) from CR-245 to SR-1 (US-431) in Phenix City. Length 4.730 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 1,471,397.28 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,819,378.94 123.6497% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20060728052 COUNTIES : RUSSELL LETTING DATE : 07/28/06 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 7.000 EACH| 150.00000 1050.00| 321.00000 2247.00| Mailbox Reset, Single | | | 0020 405A000 9500.000 GAL | 2.50000 23750.00| 2.45000 23275.00| Tack Coat | | | 0030 408A051 1756.000 SQYD| 4.00000 7024.00| 2.30000 4038.80| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 408A052 119850.000 SQYD| 0.84000 100674.00| 2.30000 275655.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 410H000 1.000 EACH| 24500.00000 24500.00| 38130.00000 38130.00| Material Remixing Device | | | 0060 424A280 13966.000 TON | 70.58000 985720.28| 82.20000 1148005.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0070 424A286 400.000 TON | 75.50000 30200.00| 95.20000 38080.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424A289 300.000 TON | 75.40000 22620.00| 104.30000 31290.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424B284 300.000 TON | 110.00000 33000.00| 178.90000 53670.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 430B043 300.000 TON | 21.00000 6300.00| 32.05000 9615.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0110 600A000 LUMP| 17000.00000 17000.00| 37604.09000 37604.09| Mobilization | | | 0120 701A028 3.000 MILE| 1750.00000 5250.00| 1943.00000 5829.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A041 9.000 MILE| 1250.00000 11250.00| 1155.00000 10395.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20060728052 COUNTIES : RUSSELL LETTING DATE : 07/28/06 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A046 9.000 MILE| 1250.00000 11250.00| 1155.00000 10395.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 15.000 MILE| 1920.00000 28800.00| 2205.00000 33075.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 700.000 LF | 1.00000 700.00| 2.10000 1470.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 32.000 MILE| 550.00000 17600.00| 787.50000 25200.00| Broken Temporary Traffic Stripe | | | 0180 701C001 20.000 MILE| 685.00000 13700.00| 829.50000 16590.00| Solid Temporary Traffic Stripe | | | 0190 703A002 4300.000 SQFT| 3.40000 14620.00| 3.70000 15910.00| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 315.000 SQFT| 4.00000 1260.00| 4.20000 1323.00| Traffic Control Legends, Class 2, Type | | | 0210 703D001 1100.000 SQFT| 2.00000 2200.00| 2.10000 2310.00| Temporary Traffic Control Markings | | | 0220 730H001 4500.000 LF | 3.75000 16875.00| 2.65000 11925.00| Loop Wire | | | 0230 730I001 7500.000 LF | 1.25000 9375.00| 1.05000 7875.00| Loop Detector Lead-In-Cable | | | 0240 740B000 914.000 SQFT| 11.00000 10054.00| 7.90000 7220.60| Construction Signs | | | 0250 740E000 225.000 EACH| 20.00000 4500.00| 13.75000 3093.75| Cones (36 Inches High) | | | 0260 740M001 225.000 EACH| 5.00000 1125.00| 8.50000 1912.50| Ballast For Cone | | | 0270 741C010 1.000 EACH| 4000.00000 4000.00| 3245.00000 3245.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0280 998A000 LUMP| 67000.00000 67000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 67,000.00) | | | SECTION TOTALS | $ 1,471,397.28| $ 1,819,378.94| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,471,397.28| $ 1,819,378.94| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20060728053 COUNTIES : BIBB LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : 99-305-044-006-603 for constructing the Planing, Resurfacing and Traffic Stripe on SR-6 (US-82) from MP 89.631 southeast of Vick to the Chilton County line. Length 9.243 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03097 CHILTON PAVING & ASPHALT, LLC $ 2,319,713.24 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,649,213.34 114.2043% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 2,691,830.00 116.0415% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060728053 COUNTIES : BIBB LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 01087 |( 3 ) 04013 |CHILTON PAVING & ASPHALT, L |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 52000.00000 52000.00| 52000.00000 52000.00| 52000.00000 52000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) | | | (Approximately 13 Acres) | | | 0020 206D000 30.000 LF | 19.08000 572.40| 100.00000 3000.00| 15.78000 473.40 Removing Pipe | | | 0030 206D001 100.000 LF | 1.42000 142.00| 1.30000 130.00| 1.44000 144.00 Removing Guardrail | | | 0040 209A000 10.000 EACH| 317.92000 3179.20| 374.62000 3746.20| 145.50000 1455.00 Mailbox Reset, Single | | | 0050 209A002 4.000 EACH| 462.43000 1849.72| 565.00000 2260.00| 289.32000 1157.28 Mailbox Reset, Multiple | | | 0060 210D015 12960.000 CUYD| 10.97000 142171.20| 15.20000 196992.00| 18.05000 233928.00 Borrow Excavation (A-4) (Loose Truckbed | | | Measurement) | | | 0070 212A000 969.000 STA | 14.80000 14341.20| 59.07000 57238.83| 13.47000 13052.43 Machine Grading Shoulders | | | 0080 305B060 1000.000 TON | 16.18000 16180.00| 44.96000 44960.00| 49.80000 49800.00 Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0090 405A000 4218.000 GAL | 3.00000 12654.00| 2.38000 10038.84| 1.96000 8267.28 Tack Coat | | | 0100 408A051 140602.000 SQYD| 0.88000 123729.76| 0.54000 75925.08| 0.84000 118105.68 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0110 410C000 1.000 EACH| 7534.25000 7534.25| 7075.00000 7075.00| 5948.16000 5948.16 Contractor Retained Profilograph | | | 0120 410H000 1.000 EACH| 29854.56000 29854.56| 44000.00000 44000.00| 30584.00000 30584.00 Material Remixing Device | | | 0130 424A361 14060.000 TON | 49.70000 698782.00| 63.43000 891825.80| 60.03000 844021.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A367 200.000 TON | 78.41000 15682.00| 70.81000 14162.00| 79.68000 15936.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060728053 COUNTIES : BIBB LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 01087 |( 3 ) 04013 |CHILTON PAVING & ASPHALT, L |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A370 200.000 TON | 78.41000 15682.00| 89.24000 17848.00| 96.46000 19292.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B651 5870.000 TON | 43.21000 253642.70| 58.43000 342984.10| 52.16000 306179.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B655 250.000 TON | 116.45000 29112.50| 110.00000 27500.00| 89.13000 22282.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B659 75.000 TON | 103.33000 7749.75| 81.38000 6103.50| 90.33000 6774.75 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B662 200.000 TON | 82.93000 16586.00| 89.24000 17848.00| 79.96000 15992.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 530A101 54.000 LF | 88.24000 4764.96| 130.00000 7020.00| 83.09000 4486.86 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0210 530A102 18.000 LF | 94.12000 1694.16| 150.00000 2700.00| 126.27000 2272.86 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 530B014 37.000 LF | 90.59000 3351.83| 200.00000 7400.00| 121.08000 4479.96 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0230 600A000 LUMP| 132903.23000 132903.23| 115000.00000 115000.00| 55146.27000 55146.27 Mobilization | | | 0240 619A002 2.000 EACH| 1463.41000 2926.82| 1015.00000 2030.00| 1190.61000 2381.22 18" Roadway Pipe End Treatment, Class 1 | | | 0250 619A003 1.000 EACH| 1585.37000 1585.37| 1200.00000 1200.00| 1256.92000 1256.92 24" Roadway Pipe End Treatment, Class 1 | | | 0260 619B018 2.000 EACH| 1829.27000 3658.54| 1130.00000 2260.00| 1329.86000 2659.72 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0270 620A000 2.000 CUYD| 1219.51000 2439.02| 1030.00000 2060.00| 1989.92000 3979.84 Minor Structure Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060728053 COUNTIES : BIBB LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 01087 |( 3 ) 04013 |CHILTON PAVING & ASPHALT, L |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 629A004 496.000 LF | 252.94000 125458.24| 257.50000 127720.00| 306.97000 152257.12 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0290 629D001 4.000 EACH| 7428.57000 29714.28| 6695.00000 26780.00| 7502.44000 30009.76 Bridge Guardrail Retrofit, Type C | | | 0300 630A001 8642.000 LF | 17.03000 147173.26| 16.22000 140173.24| 18.18000 157111.56 Steel Beam Guardrail, Class A, Type 2 | | | 0310 630C003 32.000 EACH| 1771.43000 56685.76| 1596.50000 51088.00| 1789.04000 57249.28 Guardrail End Anchor, Type 13 | | | 0320 630C050 64.000 EACH| 2162.01000 138368.64| 1993.05000 127555.20| 2233.41000 142938.24 Guardrail End Anchor, Type 20 Series | | | 0330 630C056 4.000 EACH| 734.46000 2937.84| 669.50000 2678.00| 750.24000 3000.96 Guardrail End Anchor, Type 2B (Retrofit | | | 0340 630C070 10.000 EACH| 1896.55000 18965.50| 1699.50000 16995.00| 1904.47000 19044.70 Guardrail End Anchor, Type 10 Series | | | 0350 652A100 14.000 ACRE| 561.80000 7865.20| 618.00000 8652.00| 577.11000 8079.54 Seeding | | | 0360 654A001 7789.000 SQYD| 3.98000 31000.22| 4.64000 36140.96| 4.04000 31467.56 Solid Sodding (Bermuda) | | | 0370 656A010 14.000 ACRE| 568.18000 7954.52| 515.00000 7210.00| 577.11000 8079.54 Mulching | | | 0380 659A028 4000.000 SQYD| 3.07000 12280.00| 1.80000 7200.00| 3.17000 12680.00 Rolled Erosion Control Product, Type | | | (1D) | | | 0390 665J000 400.000 LF | 4.71000 1884.00| 7.21000 2884.00| 4.62000 1848.00 Silt Fence, Type A | | | 0400 665O001 400.000 LF | 0.59000 236.00| 1.03000 412.00| 0.58000 232.00 Silt Fence Removal | | | 0410 665Q001 500.000 LF | 9.25000 4625.00| 7.21000 3605.00| 9.23000 4615.00 20 Inch Wattle | | | 0420 701A028 19.000 MILE| 2011.17000 38212.23| 1873.00000 35587.00| 2099.70000 39894.30 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0430 701A041 2.000 MILE| 1250.00000 2500.00| 1144.00000 2288.00| 1283.15000 2566.30 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0440 701A046 9.000 MILE| 1220.93000 10988.37| 1092.00000 9828.00| 1224.82000 11023.38 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 053 -5 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060728053 COUNTIES : BIBB LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 01087 |( 3 ) 04013 |CHILTON PAVING & ASPHALT, L |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 701A048 7.000 MILE| 2342.86000 16400.02| 2133.00000 14931.00| 2391.33000 16739.31 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0460 701C000 10.000 MILE| 766.67000 7666.70| 718.00000 7180.00| 804.89000 8048.90 Broken Temporary Traffic Stripe | | | 0470 701C001 26.000 MILE| 857.14000 22285.64| 780.00000 20280.00| 874.87000 22746.62 Solid Temporary Traffic Stripe | | | 0480 701D008 1.000 MILE| 3205.13000 3205.13| 2601.00000 2601.00| 2916.25000 2916.25 Solid Traffic Stripe Removed (Plastic) | | | 0490 701D015 1.000 MILE| 2564.10000 2564.10| 2081.00000 2081.00| 2333.00000 2333.00 Broken Traffic Stripe Removed (Plastic) | | | 0500 701G125 613.000 LF | 5.75000 3524.75| 5.20000 3187.60| 5.83000 3573.79 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0510 701G129 191.000 LF | 5.68000 1084.88| 5.20000 993.20| 5.83000 1113.53 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0520 701G133 254.000 LF | 5.69000 1445.26| 5.20000 1320.80| 5.83000 1480.82 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0530 703A002 500.000 SQFT| 3.91000 1955.00| 3.64000 1820.00| 4.08000 2040.00 Traffic Control Markings, Class 2, Type | | | A | | | 0540 703D001 500.000 SQFT| 2.45000 1225.00| 2.08000 1040.00| 2.33000 1165.00 Temporary Traffic Control Markings | | | 0550 705A031 91.000 EACH| 6.15000 559.65| 5.72000 520.52| 6.42000 584.22 Pavement Markers, Class A-H, Type 1-A | | | 0560 705A032 279.000 EACH| 7.05000 1966.95| 5.72000 1595.88| 6.42000 1791.18 Pavement Markers, Class A-H, Type 1-B | | | 0570 705A037 409.000 EACH| 6.72000 2748.48| 5.72000 2339.48| 6.42000 2625.78 Pavement Markers, Class A-H, Type 2-D | | | 0580 740B000 613.000 SQFT| 9.30000 5700.90| 8.47000 5192.11| 8.60000 5271.80 Construction Signs | | | 0590 740D000 50.000 EACH| 65.88000 3294.00| 54.62000 2731.00| 61.39000 3069.50 Channelizing Drums | | | 0600 740E000 500.000 EACH| 11.76000 5880.00| 11.80000 5900.00| 13.26000 6630.00 Cones (36 Inches High) | | | 0610 740I005 2.000 EACH| 41.18000 82.36| 273.00000 546.00| 221.02000 442.04 Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 053 -6 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060728053 COUNTIES : BIBB LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 01087 |( 3 ) 04013 |CHILTON PAVING & ASPHALT, L |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 740M001 500.000 EACH| 7.06000 3530.00| 7.10000 3550.00| 2.46000 1230.00 Ballast For Cone | | | 0630 740O000 1.000 EACH| 2976.19000 2976.19| 9300.00000 9300.00| 25575.89000 25575.89 Pilot Car | | | 0640 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 78298.00000 78298.00 Construction Fuel (Maximum Bid Limited | | | To $ 105,000.00) | | | SECTION TOTALS | $ 2,319,713.24| $ 2,649,213.34| $ 2,691,830.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,319,713.24| $ 2,649,213.34| $ 2,691,830.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20060728054 COUNTIES : PERRY LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-305-535-014-601 for constructing the Planing, Resurfacing and Traffic Stripe on SR-14 from the east city limit of Marion to SR-183. Length 4.888 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 803,200.17 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 824,459.98 102.6469% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20060728054 COUNTIES : PERRY LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 3.000 EACH| 175.00000 525.00| 150.00000 450.00| Mailbox Reset, Single | | | 0020 209A002 1.000 EACH| 425.00000 425.00| 150.00000 150.00| Mailbox Reset, Multiple | | | 0030 210D015 2199.000 CUYD| 13.60000 29906.40| 11.83000 26014.17| Borrow Excavation (A-4) (Loose Truckbed | | | Measurement) | | | 0040 212A000 485.000 STA | 39.75000 19278.75| 10.00000 4850.00| Machine Grading Shoulders | | | 0050 305B060 700.000 TON | 31.25000 21875.00| 25.00000 17500.00| Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0060 405A000 3347.000 GAL | 1.80000 6024.60| 2.00000 6694.00| Tack Coat | | | 0070 408A051 66744.000 SQYD| 0.88000 58734.72| 1.91000 127481.04| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0080 410H000 1.000 EACH| 24300.00000 24300.00| 7500.00000 7500.00| Material Remixing Device | | | 0090 424A340 5207.000 TON | 63.50000 330644.50| 60.61000 315596.27| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 424A346 300.000 TON | 62.00000 18600.00| 70.00000 21000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424A349 200.000 TON | 89.25000 17850.00| 75.00000 15000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0120 424B635 200.000 TON | 60.75000 12150.00| 75.00000 15000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0130 424B638 500.000 TON | 58.00000 29000.00| 68.00000 34000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1/2"Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20060728054 COUNTIES : PERRY LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B643 400.000 TON | 60.75000 24300.00| 67.00000 26800.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0150 424B648 175.000 TON | 74.00000 12950.00| 65.50000 11462.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0160 600A000 LUMP| 82600.00000 82600.00| 51000.00000 51000.00| Mobilization | | | 0170 651A000 4.000 ACRE| 600.00000 2400.00| 200.00000 800.00| Ground Preparation | | | 0180 651B000 8.000 TON | 65.00000 520.00| 100.00000 800.00| Agricultural Limestone | | | 0190 651C000 3.000 TON | 500.00000 1500.00| 400.00000 1200.00| 8-8-8 Commercial Fertilizer | | | 0200 656A010 4.000 ACRE| 825.00000 3300.00| 500.00000 2000.00| Mulching | | | 0210 659A025 2000.000 SQYD| 1.95000 3900.00| 2.75000 5500.00| Rolled Erosion Control Product, Type | | | (1A) | | | 0220 665J000 1000.000 LF | 3.75000 3750.00| 3.50000 3500.00| Silt Fence, Type A | | | 0230 665O001 1000.000 LF | 0.50000 500.00| 0.50000 500.00| Silt Fence Removal | | | 0240 665Q000 100.000 LF | 7.50000 750.00| 6.00000 600.00| 12 Inch Wattle | | | 0250 665Q001 250.000 LF | 9.50000 2375.00| 7.00000 1750.00| 20 Inch Wattle | | | 0260 701A028 10.000 MILE| 1800.00000 18000.00| 1800.00000 18000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0270 701A046 3.000 MILE| 1100.00000 3300.00| 1100.00000 3300.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0280 701A048 5.000 MILE| 2050.00000 10250.00| 2050.00000 10250.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0290 701C000 3.000 MILE| 690.00000 2070.00| 690.00000 2070.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/31/06 PAGE : 054 -4 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20060728054 COUNTIES : PERRY LETTING DATE : 07/28/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701C001 15.000 MILE| 750.00000 11250.00| 750.00000 11250.00| Solid Temporary Traffic Stripe | | | 0310 701G125 3152.000 LF | 4.50000 14184.00| 4.50000 14184.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0320 701G129 1576.000 LF | 4.50000 7092.00| 4.50000 7092.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0330 701G133 914.000 LF | 5.00000 4570.00| 5.00000 4570.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0340 701H001 4066.000 LF | 0.50000 2033.00| 0.50000 2033.00| Solid Traffic Stripe Removed (Plastic) | | | 0350 701H006 1576.000 LF | 0.75000 1182.00| 0.75000 1182.00| Broken Traffic Stripe Removed (Plastic) | | | 0360 703A002 1000.000 SQFT| 3.50000 3500.00| 3.50000 3500.00| Traffic Control Markings, Class 2, Type | | | A | | | 0370 703D001 500.000 SQFT| 2.00000 1000.00| 2.00000 1000.00| Temporary Traffic Control Markings | | | 0380 705A032 88.000 EACH| 5.50000 484.00| 5.50000 484.00| Pavement Markers, Class A-H, Type 1-B | | | 0390 705A037 310.000 EACH| 5.50000 1705.00| 5.50000 1705.00| Pavement Markers, Class A-H, Type 2-D | | | 0400 740B000 516.000 SQFT| 9.45000 4876.20| 12.00000 6192.00| Construction Signs | | | 0410 740D000 100.000 EACH| 59.20000 5920.00| 20.00000 2000.00| Channelizing Drums | | | 0420 740O000 1.000 EACH| 3625.00000 3625.00| 4000.00000 4000.00| Pilot Car | | | 0430 998A000 LUMP| 0.00000 0.00| 34500.00000 34500.00| Construction Fuel (Maximum Bid Limited | | | To $ 34,500.00) | | | SECTION TOTALS | $ 803,200.17| $ 824,459.98| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 803,200.17| $ 824,459.98| $ ====================================================================================================================================