ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/31/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20031031001 COUNTIES : TUSCALOOSA LETTING DATE : 10/31/03 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-I059(322) for constructing the Slide Correction on I-59 Southbound Roadway at MP 79.7 in Cottondale. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 671,961.88 100.0000% 2 08077 HASTINGS GENERAL CONTRACTING, INC. $ 735,571.75 109.4663% 3 02091 BOYD EXCAVATING, INC. $ 864,362.00 128.6326% 4 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 933,164.87 138.8717% 5 20050 TOMLIN CONSTRUCTION, LLC $ 1,026,993.30 152.8351% 6 14007 W. S. NEWELL & SONS, INC. $ 1,490,696.00 221.8423% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/31/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031031001 COUNTIES : TUSCALOOSA LETTING DATE : 10/31/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( 3 ) 02091 |RACON, INC. |HASTINGS GENERAL CONTRACTIN |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 294.000 LF | 1.00000 294.00| 2.63000 773.22| 4.00000 1176.00 Removing Guardrail | | | 0020 210A000 15247.000 CUYD| 2.00000 30494.00| 3.00000 45741.00| 6.50000 99105.50 Unclassified Excavation | | | 0030 210D011 23549.000 CUYD| 4.00000 94196.00| 5.00000 117745.00| 8.60000 202521.40 Borrow Excavation (A-4 or Better) | | | 0040 219A000 21376.000 TON | 18.63000 398234.88| 17.86000 381775.36| 16.50000 352704.00 Rock Buttress For Landslide Correction | | | 0050 219B000 2000.000 LF | 16.00000 32000.00| 14.27000 28540.00| 14.25000 28500.00 Special Underdrain 6 Inch Diameter | | | 0060 219C002 6500.000 SQYD| 1.50000 9750.00| 1.93000 12545.00| 3.90000 25350.00 Special Filter Blanket, Fabric Non-Wove | | | 0070 424A361 27.000 TON | 125.00000 3375.00| 269.08000 7265.16| 60.00000 1620.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B652 57.000 TON | 125.00000 7125.00| 139.37000 7944.09| 58.00000 3306.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0090 424B682 117.000 TON | 100.00000 11700.00| 96.58000 11299.86| 48.00000 5616.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 20000.00000 20000.00| 70000.00000 70000.00| 65000.00000 65000.00 Mobilization | | | 0110 605B000 2.000 EACH| 750.00000 1500.00| 400.00000 800.00| 750.00000 1500.00 Special Underdrain Outlet, Type A | | | 0120 630A001 400.000 LF | 16.00000 6400.00| 12.08000 4832.00| 12.60000 5040.00 Steel Beam Guardrail, Class A, Type 2 | | | 0130 635A000 381.000 LF | 10.00000 3810.00| 5.80000 2209.80| 13.80000 5257.80 Woven Wire Fence | | | 0140 650A000 746.000 CUYD| 8.00000 5968.00| 5.00000 3730.00| 8.25000 6154.50 Topsoil | | | 0150 652A054 2.000 ACRE| 850.00000 1700.00| 840.00000 1680.00| 700.00000 1400.00 Seeding (Mix 2A) | | | 0160 656A000 2.000 ACRE| 850.00000 1700.00| 840.00000 1680.00| 700.00000 1400.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/31/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031031001 COUNTIES : TUSCALOOSA LETTING DATE : 10/31/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 08077 |( 3 ) 02091 |RACON, INC. |HASTINGS GENERAL CONTRACTIN |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 659A000 6714.000 SQYD| 2.00000 13428.00| 1.84000 12353.76| 2.00000 13428.00 Erosion Control Netting, Class A | | | 0180 665F000 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| 5.00000 1000.00 Hay Bales | | | 0190 665J000 623.000 LF | 3.00000 1869.00| 3.00000 1869.00| 4.90000 3052.70 Silt Fence, Type A | | | 0200 680A000 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 15000.00000 15000.00 Engineering Controls | | | 0210 740B000 745.000 SQFT| 10.00000 7450.00| 7.35000 5475.75| 8.90000 6630.50 Construction Signs | | | 0220 740C000 64.000 SQFT| 12.00000 768.00| 10.50000 672.00| 8.90000 569.60 Special Construction Signs | | | 0230 740D000 139.000 EACH| 50.00000 6950.00| 36.75000 5108.25| 95.00000 13205.00 Channelizing Drums | | | 0240 740F002 2.000 EACH| 300.00000 600.00| 300.00000 600.00| 350.00000 700.00 Barricades, Type III | | | 0250 740I005 3.000 EACH| 200.00000 600.00| 157.50000 472.50| 200.00000 600.00 Warning Lights, Type B (Detachable Head | | | 0260 741C010 1.000 EACH| 50.00000 50.00| 1260.00000 1260.00| 1550.00000 1550.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0270 742A001 1.000 EACH| 6000.00000 6000.00| 4200.00000 4200.00| 2975.00000 2975.00 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 671,961.88| $ 735,571.75| $ 864,362.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 671,961.88| $ 735,571.75| $ 864,362.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/31/03 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031031001 COUNTIES : TUSCALOOSA LETTING DATE : 10/31/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 20050 |( 6 ) 14007 |WRIGHT BROTHERS CONSTRUCTIO |TOMLIN CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 294.000 LF | 2.63000 773.22| 3.50000 1029.00| 1.00000 294.00 Removing Guardrail | | | 0020 210A000 15247.000 CUYD| 12.00000 182964.00| 9.00000 137223.00| 8.00000 121976.00 Unclassified Excavation | | | 0030 210D011 23549.000 CUYD| 12.00000 282588.00| 15.00000 353235.00| 5.00000 117745.00 Borrow Excavation (A-4 or Better) | | | 0040 219A000 21376.000 TON | 15.00000 320640.00| 15.00000 320640.00| 39.00000 833664.00 Rock Buttress For Landslide Correction | | | 0050 219B000 2000.000 LF | 10.00000 20000.00| 19.00000 38000.00| 15.00000 30000.00 Special Underdrain 6 Inch Diameter | | | 0060 219C002 6500.000 SQYD| 2.00000 13000.00| 2.50000 16250.00| 10.00000 65000.00 Special Filter Blanket, Fabric Non-Wove | | | 0070 424A361 27.000 TON | 92.40000 2494.80| 100.00000 2700.00| 135.00000 3645.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B652 57.000 TON | 89.25000 5087.25| 100.00000 5700.00| 120.00000 6840.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0090 424B682 117.000 TON | 86.10000 10073.70| 100.00000 11700.00| 100.00000 11700.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| 185418.00000 185418.00 Mobilization | | | 0110 605B000 2.000 EACH| 350.00000 700.00| 2500.00000 5000.00| 1000.00000 2000.00 Special Underdrain Outlet, Type A | | | 0120 630A001 400.000 LF | 12.08000 4832.00| 15.00000 6000.00| 25.00000 10000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0130 635A000 381.000 LF | 11.35000 4324.35| 13.80000 5257.80| 20.00000 7620.00 Woven Wire Fence | | | 0140 650A000 746.000 CUYD| 15.00000 11190.00| 6.00000 4476.00| 8.50000 6341.00 Topsoil | | | 0150 652A054 2.000 ACRE| 800.00000 1600.00| 1000.00000 2000.00| 1000.00000 2000.00 Seeding (Mix 2A) | | | 0160 656A000 2.000 ACRE| 800.00000 1600.00| 1000.00000 2000.00| 1000.00000 2000.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/31/03 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20031031001 COUNTIES : TUSCALOOSA LETTING DATE : 10/31/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 20050 |( 6 ) 14007 |WRIGHT BROTHERS CONSTRUCTIO |TOMLIN CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 659A000 6714.000 SQYD| 2.00000 13428.00| 2.25000 15106.50| 2.00000 13428.00 Erosion Control Netting, Class A | | | 0180 665F000 200.000 EACH| 6.00000 1200.00| 6.00000 1200.00| 10.00000 2000.00 Hay Bales | | | 0190 665J000 623.000 LF | 4.00000 2492.00| 3.00000 1869.00| 5.00000 3115.00 Silt Fence, Type A | | | 0200 680A000 LUMP| 11000.00000 11000.00| 25000.00000 25000.00| 15000.00000 15000.00 Engineering Controls | | | 0210 740B000 745.000 SQFT| 8.25000 6146.25| 7.00000 5215.00| 18.00000 13410.00 Construction Signs | | | 0220 740C000 64.000 SQFT| 8.25000 528.00| 8.00000 512.00| 25.00000 1600.00 Special Construction Signs | | | 0230 740D000 139.000 EACH| 57.20000 7950.80| 60.00000 8340.00| 100.00000 13900.00 Channelizing Drums | | | 0240 740F002 2.000 EACH| 250.00000 500.00| 500.00000 1000.00| 500.00000 1000.00 Barricades, Type III | | | 0250 740I005 3.000 EACH| 82.50000 247.50| 180.00000 540.00| 500.00000 1500.00 Warning Lights, Type B (Detachable Head | | | 0260 741C010 1.000 EACH| 825.00000 825.00| 4500.00000 4500.00| 7500.00000 7500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0270 742A001 1.000 EACH| 1980.00000 1980.00| 2500.00000 2500.00| 12000.00000 12000.00 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 933,164.87| $ 1,026,993.30| $ 1,490,696.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 933,164.87| $ 1,026,993.30| $ 1,490,696.00 ====================================================================================================================================