ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20030530001 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : FLORENCE PROJECT(S) : NHF-0013(509) for constructing the Resurfacing and Traffic Stripe on S.R.#13 (U.S.#43) from near C.R.#61 to S.R.#2 (U.S.#72) in Tuscumbia. Length - 4.800 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 1,624,492.17 100.0000% 2 18031 ROGERS GROUP, INC. $ 1,676,760.77 103.2175% 3 01087 APAC-SOUTHEAST, INC. $ 1,943,472.59 119.6357% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030530001 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 18031 |( 3 ) 01087 |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 4032.000 TON | 10.00000 40320.00| 9.00000 36288.00| 10.54000 42497.28 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 405A000 12903.000 GAL | 1.25000 16128.75| 1.10000 14193.30| 0.85000 10967.55 Tack Coat | | | 0030 408A051 3200.000 SQYD| 2.00000 6400.00| 2.50000 8000.00| 2.85000 9120.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 424A360 11278.000 TON | 30.00000 338340.00| 31.00000 349618.00| 34.66000 390895.48 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A369 550.000 TON | 35.00000 19250.00| 40.00000 22000.00| 45.95000 25272.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B651 22556.000 TON | 23.00000 518788.00| 23.50000 530066.00| 27.79000 626831.24 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B655 500.000 TON | 38.00000 19000.00| 36.00000 18000.00| 38.04000 19020.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 500.000 TON | 38.00000 19000.00| 29.50000 14750.00| 34.00000 17000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B662 1100.000 TON | 35.00000 38500.00| 30.80000 33880.00| 35.07000 38577.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424C371 18058.000 TON | 23.00000 415334.00| 25.00000 451450.00| 32.16000 580745.28 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 428C000 100012.000 LF | 0.12000 12001.44| 0.15000 15001.80| 0.11000 11001.32 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030530001 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 18031 |( 3 ) 01087 |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 7500.00000 7500.00| 20000.00000 20000.00| 4930.14000 4930.14 Mobilization | | | 0130 665F000 150.000 EACH| 4.00000 600.00| 5.00000 750.00| 6.13000 919.50 Hay Bales | | | 0140 665J000 500.000 LF | 3.00000 1500.00| 3.00000 1500.00| 2.32000 1160.00 Silt Fence, Type A | | | 0150 701C000 19.000 MILE| 441.00000 8379.00| 420.00000 7980.00| 428.40000 8139.60 Broken Temporary Traffic Stripe | | | 0160 701C001 38.000 MILE| 504.00000 19152.00| 480.00000 18240.00| 489.60000 18604.80 Solid Temporary Traffic Stripe | | | 0170 701G121 341.000 LF | 3.07000 1046.87| 2.92000 995.72| 2.98000 1016.18 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G125 341.000 LF | 5.33000 1817.53| 5.08000 1732.28| 5.18000 1766.38 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G133 341.000 LF | 5.48000 1868.68| 5.22000 1780.02| 5.32000 1814.12 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H000 1364.000 LF | 1.05000 1432.20| 1.00000 1364.00| 1.02000 1391.28 Solid Traffic Stripe Removed (Paint) | | | 0210 701H006 682.000 LF | 1.05000 716.10| 1.00000 682.00| 1.02000 695.64 Broken Traffic Stripe Removed (Plastic) | | | 0220 702A040 10.000 MILE| 2095.00000 20950.00| 1995.00000 19950.00| 2034.90000 20349.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 702A041 10.000 MILE| 4305.00000 43050.00| 4100.00000 41000.00| 4182.00000 41820.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0240 702A043 10.000 MILE| 4305.00000 43050.00| 4100.00000 41000.00| 4182.00000 41820.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0250 702B011 7604.000 LF | 2.10000 15968.40| 2.00000 15208.00| 2.04000 15512.16 Dotted Profiled Traffic Stripe (6" Wide | | | 0260 703A002 598.000 SQFT| 2.65000 1584.70| 2.50000 1495.00| 2.55000 1524.90 Traffic Control Markings, Class 2, Type | | | A | | | 0270 703D001 144.000 SQFT| 1.60000 230.40| 1.50000 216.00| 1.53000 220.32 Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030530001 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 18031 |( 3 ) 01087 |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 705A030 8.000 EACH| 6.05000 48.40| 5.75000 46.00| 5.87000 46.96 Pavement Markers, Class A-H, Type 2-C | | | 0290 705A031 634.000 EACH| 6.05000 3835.70| 5.75000 3645.50| 5.87000 3721.58 Pavement Markers, Class A-H, Type 1-A | | | 0300 740B000 725.000 SQFT| 8.00000 5800.00| 7.49000 5430.25| 7.50000 5437.50 Construction Signs | | | 0310 740D000 10.000 EACH| 5.00000 50.00| 22.74000 227.40| 0.59000 5.90 Channelizing Drums | | | 0320 740E000 50.000 EACH| 10.00000 500.00| 2.05000 102.50| 0.59000 29.50 Cones (36 Inches High) | | | 0330 740M001 50.000 EACH| 7.00000 350.00| 1.38000 69.00| 0.59000 29.50 Ballast For Cone | | | 0340 741C010 1.000 EACH| 2000.00000 2000.00| 100.00000 100.00| 589.98000 589.98 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,624,492.17| $ 1,676,760.77| $ 1,943,472.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,624,492.17| $ 1,676,760.77| $ 1,943,472.59 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20030530002 COUNTIES : DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 CONTRACT TIME : 380 Calendar Days CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : BRF-0008(513) for constructing the Bridge Replacements (7) and Approaches on S.R.#8 (U.S.#80) (WBR) at the Cahaba River and reliefs west of Selma. Length 2.442 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 7,260,192.37 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 7,736,158.25 106.5558% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030530002 COUNTIES : DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( ) |ALABAMA BRIDGE BUILDERS, IN |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| 240000.00000 240000.00| 300000.00000 300000.00| Removal Of Old Bridge, Station 624+90.4 | | | 0020 206A001 LUMP| 50000.00000 50000.00| 65000.00000 65000.00| Removal Of Old Bridge, Station 631+81.8 | | | 0030 206A002 LUMP| 45000.00000 45000.00| 45000.00000 45000.00| Removal Of Old Bridge, Station 648+41.8 | | | 0040 206A003 LUMP| 75000.00000 75000.00| 50000.00000 50000.00| Removal Of Old Bridge, Station 658+13.1 | | | 0050 206A004 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| Removal Of Old Bridge, Station 671+23.5 | | | 0060 206A005 LUMP| 35000.00000 35000.00| 31000.00000 31000.00| Removal Of Old Bridge, Station 691+80.7 | | | 0070 206A006 LUMP| 35000.00000 35000.00| 31000.00000 31000.00| Removal Of Old Bridge, Station 696+07.8 | | | 0080 206C013 693.000 SQYD| 15.00000 10395.00| 12.00000 8316.00| Removing Bridge End Slab | | | 0090 206D001 2248.000 LF | 2.00000 4496.00| 0.25000 562.00| Removing Guardrail | | | 0100 206E001 2.000 EACH| 500.00000 1000.00| 75.00000 150.00| Removing Inlets | | | 0110 206E002 2.000 EACH| 500.00000 1000.00| 150.00000 300.00| Removing Junction Boxes | | | 0120 206E008 62.000 EACH| 75.00000 4650.00| 25.00000 1550.00| Removing Guardrail End Anchor (All Type | | | 0130 210A000 5880.000 CUYD| 3.50000 20580.00| 3.10000 18228.00| Unclassified Excavation | | | 0140 210D001 8405.000 CUYD| 7.50000 63037.50| 5.95000 50009.75| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0150 210D021 520.000 CUYD| 7.50000 3900.00| 5.95000 3094.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0160 230A000 23.000 RBST| 300.00000 6900.00| 175.00000 4025.00| Roadbed Processing | | | 0170 301A009 1028.000 SQYD| 6.47000 6651.16| 6.10000 6270.80| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5.25" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030530002 COUNTIES : DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( ) |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 301A012 5363.000 SQYD| 7.00000 37541.00| 6.20000 33250.60| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0190 301A016 268.000 SQYD| 7.57000 2028.76| 6.25000 1675.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | 0200 401A000 3916.000 SQYD| 0.55000 2153.80| 0.55000 2153.80| Bituminous Treatment A | | | 0210 405A000 3555.000 GAL | 0.75000 2666.25| 0.75000 2666.25| Tack Coat | | | 0220 408A053 13861.000 SQYD| 1.60000 22177.60| 1.60000 22177.60| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0230 424A281 6939.000 TON | 38.15000 264722.85| 38.15000 264722.85| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0240 424A287 394.000 TON | 40.75000 16055.50| 41.00000 16154.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 424B281 2793.000 TON | 34.50000 96358.50| 34.50000 96358.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0260 424B285 100.000 TON | 60.00000 6000.00| 60.00000 6000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424B289 2402.000 TON | 38.45000 92356.90| 39.00000 93678.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0280 424C280 332.000 TON | 37.00000 12284.00| 37.00000 12284.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0290 428C000 42257.000 LF | 0.30000 12677.10| 0.15000 6338.55| Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030530002 COUNTIES : DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( ) |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 450B000 760.000 SQYD| 80.00000 60800.00| 90.00000 68400.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0310 502A000 255600.000 LB | 0.60000 153360.00| 0.42000 107352.00| Steel Reinforcement | | | 0320 502B000 LUMP| 90000.00000 90000.00| 100000.00000 100000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 625+07.61, Approx. | | | 163,500 lbs. | | | 0330 502B001 LUMP| 50000.00000 50000.00| 55000.00000 55000.00| Steel Reinforcement For Bridge | | | Superstructure Sta. 635+82.60, Approx. | | | 85,600 lbs. | | | 0340 502B002 LUMP| 35000.00000 35000.00| 40000.00000 40000.00| Steel Reinforcement For Bridge | | | Superstructure Sta. 648+41.61, Approx. | | | 64,100 lbs. | | | 0350 502B003 LUMP| 80000.00000 80000.00| 85000.00000 85000.00| Steel Reinforcement For Bridge | | | Superstructure Sta. 656+77.60, Approx. | | | 139,200 lbs. | | | 0360 502B004 LUMP| 30000.00000 30000.00| 22550.00000 22550.00| Steel Reinforcement For Bridge | | | Superstructure Sta. 671+11.60, Approx. | | | 53,300 lbs. | | | 0370 502B005 LUMP| 25000.00000 25000.00| 18100.00000 18100.00| Steel Reinforcement For Bridge | | | Superstructure Sta. 691+54.60, Approx. | | | 42,600 lbs. | | | 0380 502B006 LUMP| 25000.00000 25000.00| 18100.00000 18100.00| Steel Reinforcement For Bridge | | | Superstructure Sta. 696+06.60, Approx. | | | 42,600 | | | 0390 505A002 13.000 EACH| 1500.00000 19500.00| 2180.00000 28340.00| Steel Test Piles (HP 12x53) | | | 0400 505B057 13.000 EACH| 500.00000 6500.00| 3230.00000 41990.00| Static Loading Tests (HP 12x53) | | | 0410 505B087 13.000 EACH| 500.00000 6500.00| 1200.00000 15600.00| Dynamic Loading Tests (HP 12x53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030530002 COUNTIES : DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( ) |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 505M002 19308.000 LF | 20.00000 386160.00| 16.00000 308928.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0430 506A000 112.000 LF | 255.00000 28560.00| 266.00000 29792.00| Drilled Shaft Excavation, 4'-6" Diamete | | | 0440 506A003 440.000 LF | 255.00000 112200.00| 266.00000 117040.00| Drilled Shaft Excavation, 5'-0" Diamete | | | 0450 506C043 112.000 LF | 250.00000 28000.00| 90.00000 10080.00| Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0460 506C044 468.000 LF | 325.00000 152100.00| 105.00000 49140.00| Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0470 506F006 152.000 LF | 210.00000 31920.00| 220.00000 33440.00| Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0480 506G003 2.000 EACH| 1000.00000 2000.00| 1050.00000 2100.00| Crosshole Sonic Logging, 4'-6" Diameter | | | 0490 506G004 8.000 EACH| 1000.00000 8000.00| 1050.00000 8400.00| Crosshole Sonic Logging, 5'-0" Diameter | | | 0500 508A000 86500.000 LB | 3.50000 302750.00| 2.90000 250850.00| Structural Steel | | | 0510 510A000 1274.000 CUYD| 400.00000 509600.00| 619.00000 788606.00| Bridge Substructure Concrete, Class A | | | 0520 510C001 LUMP| 340000.00000 340000.00| 350000.00000 350000.00| Bridge Concrete Superstructure Sta. | | | 625+07.61, Approx. 754 cu. yds. | | | 0530 510C002 LUMP| 150000.00000 150000.00| 235000.00000 235000.00| Bridge Concrete Superstructure Sta. | | | 635+82.60, Approx. 344 cu. yds. | | | 0540 510C003 LUMP| 134000.00000 134000.00| 185000.00000 185000.00| Bridge Concrete Superstructure Sta. | | | 648+41.61, Approx. 258 cu. yds. | | | 0550 510C004 LUMP| 294000.00000 294000.00| 375000.00000 375000.00| Bridge Concrete Superstructure Sta. | | | 656+77.60, Approx. 559 cu. yds. | | | 0560 510C005 LUMP| 114000.00000 114000.00| 144000.00000 144000.00| Bridge Concrete Superstructure Sta. | | | 671+11.60, Approx. 215 cu. yds. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030530002 COUNTIES : DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( ) |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 510C006 LUMP| 99000.00000 99000.00| 136000.00000 136000.00| Bridge Concrete Superstructure Sta. | | | 691+54.60, Approx. 172 cu. yds. | | | 0580 510C007 LUMP| 99000.00000 99000.00| 136000.00000 136000.00| Bridge Concrete Superstructure Sta. | | | 696+09.60, Approx. 172 cu. yds. | | | 0590 510E000 7585.000 SQYD| 3.00000 22755.00| 2.00000 15170.00| Grooving Concrete Bridge Decks | | | 0600 511A001 542.000 EACH| 100.00000 54200.00| 69.00000 37398.00| Elastomeric Bearings, Type 2 | | | 0610 513B003 8008.000 LF | 55.00000 440440.00| 47.00000 376376.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0620 513B015 2752.000 LF | 115.00000 316480.00| 124.00000 341248.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0630 530A493 520.000 LF | 15.00000 7800.00| 18.00000 9360.00| 15" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0640 600A000 LUMP| 691234.00000 691234.00| 731713.00000 731713.00| Mobilization | | | 0650 610C001 9801.000 TON | 18.00000 176418.00| 20.00000 196020.00| Loose Riprap, Class 2 | | | 0660 610D000 7033.000 SQYD| 2.00000 14066.00| 2.10000 14769.30| Filter Blanket | | | 0670 620A000 1.000 CUYD| 1000.00000 1000.00| 1000.00000 1000.00| Minor Structure Concrete | | | 0680 621A005 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Junction Boxes, Type 1 | | | 0690 621C020 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Inlets, Type Y | | | 0700 630A001 4181.000 LF | 10.50000 43900.50| 11.00000 45991.00| Steel Beam Guardrail, Class A, Type 2 | | | 0710 630C003 28.000 EACH| 1050.00000 29400.00| 900.00000 25200.00| Guardrail End Anchor, Type 13 | | | 0720 630C070 26.000 EACH| 1100.00000 28600.00| 1300.00000 33800.00| Guardrail End Anchor, Type 10 Series | | | 0730 650A000 7643.000 CUYD| 8.00000 61144.00| 6.65000 50825.95| Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030530002 COUNTIES : DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( ) |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 650B000 1098.000 CUYD| 4.00000 4392.00| 4.85000 5325.30| Topsoil From Stockpiles | | | 0750 658A002 28.000 ACRE| 1200.00000 33600.00| 1100.00000 30800.00| Hydro-Seeding & Mulching (Mix 2E) | | | 0760 659A000 5000.000 SQYD| 1.50000 7500.00| 1.85000 9250.00| Erosion Control Netting, Class A | | | 0770 665A000 4.000 ACRE| 300.00000 1200.00| 300.00000 1200.00| Temporary Seeding | | | 0780 665B000 4.000 ACRE| 400.00000 1600.00| 350.00000 1400.00| Temporary Mulching | | | 0790 665F000 200.000 EACH| 20.00000 4000.00| 5.00000 1000.00| Hay Bales | | | 0800 665I000 800.000 TON | 25.00000 20000.00| 20.00000 16000.00| Temporary Riprap, Class 2 | | | 0810 665J000 15000.000 LF | 4.00000 60000.00| 3.25000 48750.00| Silt Fence, Type A | | | 0820 665L000 1100.000 LF | 17.50000 19250.00| 14.00000 15400.00| Floating Basin Boom | | | 0830 672A000 30.000 GAL | 100.00000 3000.00| 100.00000 3000.00| Flocculant Liquid | | | 0840 680A000 LUMP| 60000.00000 60000.00| 113000.00000 113000.00| Engineering Controls | | | 0850 701C000 7.000 MILE| 430.00000 3010.00| 430.00000 3010.00| Broken Temporary Traffic Stripe | | | 0860 701C001 25.000 MILE| 480.00000 12000.00| 480.00000 12000.00| Solid Temporary Traffic Stripe | | | 0870 701C006 6.000 MILE| 6800.00000 40800.00| 6800.00000 40800.00| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0880 701D008 3.000 MILE| 1750.00000 5250.00| 1750.00000 5250.00| Solid Traffic Stripe Removed (Plastic) | | | 0890 701D009 6.000 MILE| 850.00000 5100.00| 850.00000 5100.00| Solid Traffic Stripe Removed (Tape) | | | 0900 701D015 2.000 MILE| 1500.00000 3000.00| 1500.00000 3000.00| Broken Traffic Stripe Removed (Plastic) | | | 0910 701D016 5.000 MILE| 850.00000 4250.00| 850.00000 4250.00| Broken Traffic Stripe Removed (Tape) | | | 0920 701G121 3770.000 LF | 1.25000 4712.50| 1.25000 4712.50| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030530002 COUNTIES : DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( ) |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 701G125 3770.000 LF | 3.41000 12855.70| 4.00000 15080.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0940 701G133 3770.000 LF | 3.55000 13383.50| 4.00000 15080.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0950 702A040 6.000 MILE| 1995.00000 11970.00| 2000.00000 12000.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0960 702A041 6.000 MILE| 4100.00000 24600.00| 4100.00000 24600.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0970 702A043 6.000 MILE| 4100.00000 24600.00| 4100.00000 24600.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0980 703A002 50.000 SQFT| 3.00000 150.00| 3.00000 150.00| Traffic Control Markings, Class 2, Type | | | A | | | 0990 703B002 70.000 SQFT| 4.00000 280.00| 4.00000 280.00| Traffic Control Legends, Class 2, Type | | | 1000 703D001 50.000 SQFT| 1.50000 75.00| 1.50000 75.00| Temporary Traffic Control Markings | | | 1010 705A011 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| Pavement Markers, Class C, Type 1-A | | | 1020 705A012 400.000 EACH| 5.00000 2000.00| 5.00000 2000.00| Pavement Markers, Class C, Type 1-B | | | 1030 705A031 553.000 EACH| 5.25000 2903.25| 5.50000 3041.50| Pavement Markers, Class A-H, Type 1-A | | | 1040 705A032 785.000 EACH| 5.25000 4121.25| 5.50000 4317.50| Pavement Markers, Class A-H, Type 1-B | | | 1050 707G001 650.000 EACH| 20.00000 13000.00| 15.00000 9750.00| Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 1060 726A000 13500.000 LF | 16.00000 216000.00| 26.00000 351000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1070 740B000 1279.000 SQFT| 12.25000 15667.75| 7.50000 9592.50| Construction Signs | | | 1080 740D000 300.000 EACH| 100.00000 30000.00| 60.00000 18000.00| Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030530002 COUNTIES : DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 19007 |( ) |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1090 740E000 100.000 EACH| 10.00000 1000.00| 9.50000 950.00| Cones (36 Inches High) | | | 1100 740F002 34.000 EACH| 333.00000 11322.00| 180.00000 6120.00| Barricades, Type III | | | 1110 740I005 17.000 EACH| 830.00000 14110.00| 475.00000 8075.00| Warning Lights, Type B (Detachable Head | | | 1120 740L003 30.000 EACH| 74.00000 2220.00| 100.00000 3000.00| Vertical Panel, Type I, Single-Sided | | | 1130 740M001 100.000 EACH| 7.50000 750.00| 8.00000 800.00| Ballast For Cone | | | 1140 740Q000 550.000 LF | 10.00000 5500.00| 2.10000 1155.00| Construction Safety Fence | | | 1150 741C010 4.000 EACH| 7350.00000 29400.00| 4000.00000 16000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1160 742A001 2.000 EACH| 24500.00000 49000.00| 12000.00000 24000.00| Portable Changeable Message Sign, Type | | | 1170 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,260,192.37| $ 7,736,158.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,260,192.37| $ 7,736,158.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20030530020 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0002(509) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#2 (U.S.#72) from MP 29.722 to MP 31.168 in Muscle Shoals. Length - 1.447 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 582,421.05 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 615,806.48 105.7322% 3 18031 ROGERS GROUP, INC. $ 634,348.91 108.9159% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030530020 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( 3 ) 18031 |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 715.000 TON | 12.73000 9101.95| 11.50000 8222.50| 12.00000 8580.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 405A000 4059.000 GAL | 0.99000 4018.41| 1.00000 4059.00| 1.35000 5479.65 Tack Coat | | | 0030 408A053 33339.000 SQYD| 0.97000 32338.83| 1.50000 50008.50| 1.25000 41673.75 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A360 3561.000 TON | 35.94000 127982.34| 35.00000 124635.00| 38.00000 135318.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A369 160.000 TON | 41.30000 6608.00| 45.00000 7200.00| 44.00000 7040.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B651 7122.000 TON | 28.90000 205825.80| 27.00000 192294.00| 30.00000 213660.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B655 500.000 TON | 38.00000 19000.00| 45.00000 22500.00| 40.00000 20000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 1000.000 TON | 29.18000 29180.00| 34.50000 34500.00| 33.00000 33000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B662 319.000 TON | 39.29000 12533.51| 38.00000 12122.00| 33.50000 10686.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424C371 542.000 TON | 37.78000 20476.76| 36.00000 19512.00| 39.00000 21138.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 428C000 6850.000 LF | 0.77000 5274.50| 0.75000 5137.50| 0.85000 5822.50 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030530020 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( 3 ) 18031 |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 8510.37000 8510.37| 20000.00000 20000.00| 30418.26000 30418.26 Mobilization | | | 0130 665F000 50.000 EACH| 3.50000 175.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0140 665J000 100.000 LF | 0.81000 81.00| 4.50000 450.00| 3.00000 300.00 Silt Fence, Type A | | | 0150 701C000 19.000 MILE| 428.40000 8139.60| 462.00000 8778.00| 420.00000 7980.00 Broken Temporary Traffic Stripe | | | 0160 701C001 38.000 MILE| 489.60000 18604.80| 528.00000 20064.00| 480.00000 18240.00 Solid Temporary Traffic Stripe | | | 0170 701G121 129.000 LF | 4.68000 603.72| 5.05000 651.45| 4.59000 592.11 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G125 129.000 LF | 6.90000 890.10| 7.44000 959.76| 6.76000 872.04 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G133 129.000 LF | 7.04000 908.16| 7.59000 979.11| 6.90000 890.10 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H000 258.000 LF | 1.02000 263.16| 1.10000 283.80| 1.00000 258.00 Solid Traffic Stripe Removed (Paint) | | | 0210 701H006 129.000 LF | 1.02000 131.58| 1.10000 141.90| 1.00000 129.00 Broken Traffic Stripe Removed (Plastic) | | | 0220 702A040 4.000 MILE| 2142.00000 8568.00| 2310.00000 9240.00| 2100.00000 8400.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 702A041 2.000 MILE| 4284.00000 8568.00| 4620.00000 9240.00| 4200.00000 8400.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0240 702A042 1.000 MILE| 2142.00000 2142.00| 2310.00000 2310.00| 2100.00000 2100.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0250 702A043 2.000 MILE| 4284.00000 8568.00| 4620.00000 9240.00| 4200.00000 8400.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0260 702B011 3429.000 LF | 2.04000 6995.16| 2.20000 7543.80| 2.00000 6858.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0270 703A002 2736.000 SQFT| 2.55000 6976.80| 2.75000 7524.00| 2.50000 6840.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030530020 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( 3 ) 18031 |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 703B002 610.000 SQFT| 3.47000 2116.70| 3.74000 2281.40| 3.40000 2074.00 Traffic Control Legends, Class 2, Type | | | 0290 703D001 1440.000 SQFT| 1.33000 1915.20| 1.43000 2059.20| 1.30000 1872.00 Temporary Traffic Control Markings | | | 0300 703E001 410.000 SQFT| 1.33000 545.30| 1.43000 586.30| 1.30000 533.00 Temporary Traffic Control Legends | | | 0310 705A030 20.000 EACH| 5.87000 117.40| 6.33000 126.60| 5.75000 115.00 Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 234.000 EACH| 5.87000 1373.58| 6.33000 1481.22| 5.75000 1345.50 Pavement Markers, Class A-H, Type 1-A | | | 0330 705A037 118.000 EACH| 5.87000 692.66| 6.33000 746.94| 5.75000 678.50 Pavement Markers, Class A-H, Type 2-D | | | 0340 730H001 6000.000 LF | 2.45000 14700.00| 2.76000 16560.00| 2.40000 14400.00 Loop Wire | | | 0350 731A010 1.000 EACH| 1989.00000 1989.00| 2242.50000 2242.50| 1950.00000 1950.00 Traffic Counting Units, Type K | | | 0360 740B000 714.000 SQFT| 7.50000 5355.00| 9.00000 6426.00| 7.50000 5355.00 Construction Signs | | | 0370 740D000 10.000 EACH| 32.13000 321.30| 60.00000 600.00| 35.00000 350.00 Channelizing Drums | | | 0380 740E000 50.000 EACH| 5.26000 263.00| 10.00000 500.00| 5.00000 250.00 Cones (36 Inches High) | | | 0390 740M001 50.000 EACH| 0.58000 29.00| 7.00000 350.00| 2.00000 100.00 Ballast For Cone | | | 0400 741C010 2.000 EACH| 268.68000 537.36| 2000.00000 4000.00| 1000.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 582,421.05| $ 615,806.48| $ 634,348.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 582,421.05| $ 615,806.48| $ 634,348.91 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20030530021 COUNTIES : COLBERT FRANKLIN LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 LAUDERDALE OTHERS CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPTE-CN02(907) for constructing the Pedestrian Safety Improvements at various sites in the Second Division as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 317,392.30 100.0000% 2 08085 H. D. CONSTRUCTION, INC. $ 355,818.00 112.1067% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030530021 COUNTIES : COLBERT FRANKLIN LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 LAUDERDALE OTHERS ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 08085 |( ) |B. H. CRAIG CONSTRUCTION CO |H. D. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C000 245.000 SQYD| 84.00000 20580.00| 12.50000 3062.50| Removing Concrete Sidewalk | | | 0020 206D003 206.000 LF | 23.00000 4738.00| 15.50000 3193.00| Removing Curb And Gutter | | | 0030 305B060 25.000 TON | 100.00000 2500.00| 35.50000 887.50| Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0040 600A000 LUMP| 46400.00000 46400.00| 65000.00000 65000.00| Mobilization | | | 0050 618A000 362.000 SQYD| 100.00000 36200.00| 150.00000 54300.00| Concrete Sidewalk, 4" Thick | | | 0060 703A002 44660.000 SQFT| 2.75000 122815.00| 3.25000 145145.00| Traffic Control Markings, Class 2, Type | | | A | | | 0070 703C000 200.000 SQFT| 2.00000 400.00| 3.50000 700.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0080 703C001 200.000 SQFT| 2.00000 400.00| 4.00000 800.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0090 710A125 756.000 SQFT| 18.25000 13797.00| 24.00000 18144.00| Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0100 710B001 1078.000 LF | 7.85000 8462.30| 7.00000 7546.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0110 730T000 7.000 EACH| 550.00000 3850.00| 1000.00000 7000.00| Wood Pole | | | 0120 730Y000 LUMP| 9350.00000 9350.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon CO. | | | RD. 36 (SITE 9) | | | 0130 730Y001 LUMP| 6600.00000 6600.00| 7000.00000 7000.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon ST. | | | CLAIR ST. (SITE 21) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030530021 COUNTIES : COLBERT FRANKLIN LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 LAUDERDALE OTHERS ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 08085 |( ) |B. H. CRAIG CONSTRUCTION CO |H. D. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 730Y100 LUMP| 9350.00000 9350.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign HAMILTON ST. (SITE 22) | | | 0150 730Y101 LUMP| 9350.00000 9350.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign CO. RD. 22 (SITE 30) | | | 0160 740B000 640.000 SQFT| 10.00000 6400.00| 6.00000 3840.00| Construction Signs | | | 0170 740D000 50.000 EACH| 72.00000 3600.00| 20.00000 1000.00| Channelizing Drums | | | 0180 740E000 50.000 EACH| 12.00000 600.00| 5.00000 250.00| Cones (36 Inches High) | | | 0190 740M001 50.000 EACH| 8.00000 400.00| 1.00000 50.00| Ballast For Cone | | | 0200 741C010 2.000 EACH| 5800.00000 11600.00| 4700.00000 9400.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 317,392.30| $ 355,818.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 317,392.30| $ 355,818.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20030530022 COUNTIES : MONTGOMERY LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 CONTRACT TIME : 250 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPAA-STPAA-CN03(206) for constructing the Resurfacing and Traffic Stripe on various county roads as indicated on the plans. Length 74.446 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 4,424,488.02 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 4,503,630.40 101.7887% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 4,545,864.70 102.7433% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030530022 COUNTIES : MONTGOMERY LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( 3 ) 23024 |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, 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 59234.000 GAL | 0.80000 47387.20| 0.60000 35540.40| 1.95000 115506.30 Tack Coat | | | 0020 408A052 40038.000 SQYD| 1.89000 75671.82| 2.50000 100095.00| 2.40000 96091.20 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A341 64741.000 TON | 26.66000 1725995.06| 25.40000 1644421.40| 26.05000 1686503.05 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A344 500.000 TON | 21.50000 10750.00| 45.00000 22500.00| 125.00000 62500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424A346 47477.000 TON | 27.43000 1302294.11| 27.80000 1319860.60| 27.15000 1289000.55 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424A361 12605.000 TON | 24.68000 311091.40| 25.70000 323948.50| 27.45000 346007.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A364 200.000 TON | 21.50000 4300.00| 45.00000 9000.00| 125.00000 25000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A366 9848.000 TON | 24.95000 245707.60| 28.50000 280668.00| 27.75000 273282.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B648 7564.000 TON | 26.21000 198252.44| 26.00000 196664.00| 26.65000 201580.60 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0100 424B663 958.000 TON | 25.14000 24084.12| 26.00000 24908.00| 27.50000 26345.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030530022 COUNTIES : MONTGOMERY LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( 3 ) 23024 |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 600A000 LUMP| 87800.00000 87800.00| 155100.00000 155100.00| 35000.00000 35000.00 Mobilization | | | 0120 701A030 149.000 MILE| 680.00000 101320.00| 680.00000 101320.00| 680.00000 101320.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A034 91.000 MILE| 680.00000 61880.00| 680.00000 61880.00| 680.00000 61880.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0140 701A039 4.000 MILE| 320.00000 1280.00| 320.00000 1280.00| 320.00000 1280.00 Broken White, Class 2T, Type A, Traffic | | | Stripe | | | 0150 701A044 44.000 MILE| 320.00000 14080.00| 320.00000 14080.00| 320.00000 14080.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0160 701B007 2638.000 LF | 0.50000 1319.00| 0.50000 1319.00| 0.50000 1319.00 Dotted Class 2T, Type A, Traffic Stripe | | | 0170 701C000 94.000 MILE| 390.00000 36660.00| 390.00000 36660.00| 390.00000 36660.00 Broken Temporary Traffic Stripe | | | 0180 701C001 181.000 MILE| 460.00000 83260.00| 460.00000 83260.00| 460.00000 83260.00 Solid Temporary Traffic Stripe | | | 0190 703A004 6446.000 SQFT| 2.50000 16115.00| 2.50000 16115.00| 2.50000 16115.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0200 703B004 363.000 SQFT| 3.50000 1270.50| 3.50000 1270.50| 3.50000 1270.50 Traffic Control Legends, Class 2T, Type | | | A | | | 0210 705A030 145.000 EACH| 5.50000 797.50| 5.50000 797.50| 5.50000 797.50 Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 634.000 EACH| 5.50000 3487.00| 5.50000 3487.00| 5.50000 3487.00 Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 1970.000 EACH| 5.50000 10835.00| 5.50000 10835.00| 5.50000 10835.00 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 7250.000 EACH| 5.50000 39875.00| 5.50000 39875.00| 5.50000 39875.00 Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 63.000 EACH| 5.50000 346.50| 5.50000 346.50| 5.50000 346.50 Pavement Markers, Class A-H, Type 2-E | | | 0260 740B000 1617.000 SQFT| 7.81000 12628.77| 7.00000 11319.00| 7.25000 11723.25 Construction Signs | | | 0270 740E000 120.000 EACH| 25.00000 3000.00| 14.00000 1680.00| 10.00000 1200.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030530022 COUNTIES : MONTGOMERY LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( 3 ) 23024 |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 740M001 120.000 EACH| 25.00000 3000.00| 10.00000 1200.00| 5.00000 600.00 Ballast For Cone | | | 0290 740O000 2.000 EACH| 0.00000 0.00| 2100.00000 4200.00| 1500.00000 3000.00 Pilot Car | | | SECTION TOTALS | $ 4,424,488.02| $ 4,503,630.40| $ 4,545,864.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,424,488.02| $ 4,503,630.40| $ 4,545,864.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20030530024 COUNTIES : BUTLER DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ELMORE OTHERS CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPTE-CN03(902) for constructing the School and Pedestrian Safety Improvements at various sites as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19111 SAFTEY GUIDE OF ALABAMA, L.L.C. $ 427,650.00 100.0000% 2 08085 H. D. CONSTRUCTION, INC. $ 622,117.50 145.4735% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030530024 COUNTIES : BUTLER DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ELMORE OTHERS ==================================================================================================================================== |( 1 ) 19111 |( 2 ) 08085 |( ) |SAFETY GUIDE OF ALABAMA, L. |H. D. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 50000.00000 50000.00| 65000.00000 65000.00| Mobilization | | | 0020 618A000 1000.000 SQYD| 25.00000 25000.00| 125.00000 125000.00| Concrete Sidewalk, 4" Thick | | | 0030 680A000 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| Engineering Controls | | | 0040 701A035 2.000 MILE| 5000.00000 10000.00| 7000.00000 14000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0050 701A040 1.000 MILE| 5000.00000 5000.00| 5700.00000 5700.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0060 703A002 12585.000 SQFT| 3.00000 37755.00| 3.50000 44047.50| Traffic Control Markings, Class 2, Type | | | A | | | 0070 703B002 4392.000 SQFT| 4.00000 17568.00| 4.50000 19764.00| Traffic Control Legends, Class 2, Type | | | 0080 703C001 17025.000 SQFT| 3.00000 51075.00| 3.50000 59587.50| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0090 705A000 66.000 EACH| 7.50000 495.00| 8.50000 561.00| Pavement Markers, Class A, Type 1-A | | | 0100 705A005 132.000 EACH| 7.50000 990.00| 9.00000 1188.00| Pavement Markers, Class A, Type 2-D | | | 0110 710A115 560.000 SQFT| 16.00000 8960.00| 17.50000 9800.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0120 710A125 1210.000 SQFT| 18.00000 21780.00| 20.00000 24200.00| Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0130 710A126 123.000 SQFT| 18.00000 2214.00| 18.50000 2275.50| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030530024 COUNTIES : BUTLER DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ELMORE OTHERS ==================================================================================================================================== |( 1 ) 19111 |( 2 ) 08085 |( ) |SAFETY GUIDE OF ALABAMA, L. |H. D. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 710B001 3402.000 LF | 5.50000 18711.00| 7.00000 23814.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0150 730Q011 15.000 EACH| 3400.00000 51000.00| 4500.00000 67500.00| Pedestrian Signal Head, Type LED | | | 0160 730Y100 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (C.R. 48 @ BRANTLEY | | | ELEMENTARY SCHOOL) | | | 0170 730Y101 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (C.R. 48 @ BRANTLEY | | | ELEMENTARY SCHOOL) | | | 0180 730Y102 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (C.R. 33 @ FIVE POINTS | | | ELEMENTARY SCHOOL | | | 0190 730Y103 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (C.R. 33 @ FIVE POINTS | | | ELEMENTARY SCHOOL | | | 0200 730Y104 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (C.R. 33 @ KEITH HIGH SCHOOL) | | | 0210 730Y105 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (C.R. 33 @ KEITH HIGH SCHOOL) | | | 0220 730Y106 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (C.R. 3 @ SALEM HIGH SCHOOL) | | | 0230 730Y107 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (C.R. 3 @ SALEM HIGH SCHOOL) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030530024 COUNTIES : BUTLER DALLAS LETTING DATE : 05/30/03 10:00 AM DIVISION : 06 ELMORE OTHERS ==================================================================================================================================== |( 1 ) 19111 |( 2 ) 08085 |( ) |SAFETY GUIDE OF ALABAMA, L. |H. D. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 730Y108 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (C.R. 81 @ VALLEY GRANDE | | | ELEMENTARY | | | 0250 730Y109 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (C.R. 81 @ VALLEY GRANDE | | | ELEMENTARY | | | 0260 730Y110 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (AL. HWY. 185 @ LOWNDES | | | COUNTY SCHOOL) | | | 0270 730Y111 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (AL. HWY. 185 @ LOWNDES | | | COUNTY SCHOOL) | | | 0280 730Y112 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (AL 97 @ HAYNEVILLE SCHOOL)( | | | NORTHBOUND) | | | 0290 730Y113 LUMP| 7800.00000 7800.00| 9500.00000 9500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (AL 97 @ HAYNEVILLE | | | SCHOOL)(SOUTHBOUND) | | | 0300 740B000 736.000 SQFT| 7.00000 5152.00| 5.00000 3680.00| Construction Signs | | | 0310 740D000 150.000 EACH| 55.00000 8250.00| 40.00000 6000.00| Channelizing Drums | | | 0320 741C010 2.000 EACH| 1000.00000 2000.00| 3500.00000 7000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 427,650.00| $ 622,117.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 427,650.00| $ 622,117.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20030530025 COUNTIES : SHELBY LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-0003(505) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#3 (U.S.#31) from C.R.#44 to Cahaba Valley Creek in Pelham. Length 6.150 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,461,650.52 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,533,222.90 104.8967% 3 01087 APAC-SOUTHEAST, INC. $ 1,587,809.79 108.6313% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030530025 COUNTIES : SHELBY LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C025 1559.000 SQYD| 2.35000 3663.65| 1.98000 3086.82| 8.33000 12986.47 Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 209A000 8.000 EACH| 135.27000 1082.16| 100.00000 800.00| 203.00000 1624.00 Mailbox Reset, Single | | | 0030 209A002 1.000 EACH| 270.54000 270.54| 200.00000 200.00| 292.00000 292.00 Mailbox Reset, Multiple | | | 0040 405A000 8513.000 GAL | 1.05000 8938.65| 1.37500 11705.38| 1.06000 9023.78 Tack Coat | | | 0050 408A051 66306.000 SQYD| 0.49000 32489.94| 0.49500 32821.47| 0.62000 41109.72 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 408A052 281554.000 SQYD| 0.31000 87281.74| 0.55000 154854.70| 0.68000 191456.72 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A361 20040.000 TON | 30.64000 614025.60| 31.08000 622843.20| 30.12000 603604.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 3947.000 TON | 34.27000 135263.69| 32.18000 127014.46| 30.90000 121962.30 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424A370 3190.000 TON | 34.01000 108491.90| 30.64000 97741.60| 35.75000 114042.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B656 500.000 TON | 56.51000 28255.00| 46.20000 23100.00| 73.00000 36500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 67149.93000 67149.93| 90786.00000 90786.00| 112500.00000 112500.00 Mobilization | | | 0120 665F000 50.000 EACH| 7.38000 369.00| 5.00000 250.00| 15.00000 750.00 Hay Bales | | | 0130 665J000 150.000 LF | 8.71000 1306.50| 5.00000 750.00| 7.40000 1110.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030530025 COUNTIES : SHELBY LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 14.000 MILE| 491.67000 6883.38| 425.00000 5950.00| 446.25000 6247.50 Broken Temporary Traffic Stripe | | | 0150 701C001 1.000 MILE| 491.67000 491.67| 425.00000 425.00| 446.25000 446.25 Solid Temporary Traffic Stripe | | | 0160 702A040 13.000 MILE| 2429.43000 31582.59| 2100.00000 27300.00| 2205.00000 28665.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A041 15.000 MILE| 4858.87000 72883.05| 4200.00000 63000.00| 4410.00000 66150.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A042 1.000 MILE| 2429.43000 2429.43| 2100.00000 2100.00| 2205.00000 2205.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A043 7.000 MILE| 4858.87000 34012.09| 4200.00000 29400.00| 4410.00000 30870.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702B011 20904.000 LF | 2.31000 48288.24| 2.00000 41808.00| 2.10000 43898.40 Dotted Profiled Traffic Stripe (6" Wide | | | 0210 703A002 23634.000 SQFT| 2.31000 54594.54| 2.00000 47268.00| 2.10000 49631.40 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 3093.000 SQFT| 2.31000 7144.83| 2.00000 6186.00| 2.10000 6495.30 Traffic Control Legends, Class 2, Type | | | 0230 703D001 2730.000 SQFT| 1.16000 3166.80| 1.00000 2730.00| 1.05000 2866.50 Temporary Traffic Control Markings | | | 0240 705A030 108.000 EACH| 5.78000 624.24| 5.00000 540.00| 5.25000 567.00 Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 841.000 EACH| 5.78000 4860.98| 5.00000 4205.00| 5.25000 4415.25 Pavement Markers, Class A-H, Type 1-A | | | 0260 705A032 55.000 EACH| 5.78000 317.90| 5.00000 275.00| 5.25000 288.75 Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 55.000 EACH| 5.78000 317.90| 5.00000 275.00| 5.25000 288.75 Pavement Markers, Class A-H, Type 2-D | | | 0280 705A038 300.000 EACH| 5.78000 1734.00| 5.00000 1500.00| 5.25000 1575.00 Pavement Markers, Class A-H, Type 2-E | | | 0290 730H001 32072.000 LF | 2.60000 83387.20| 3.50000 112252.00| 2.40000 76972.80 Loop Wire | | | 0300 730I001 2075.000 LF | 0.87000 1805.25| 2.50000 5187.50| 0.85000 1763.75 Loop Detector Lead-In-Cable | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030530025 COUNTIES : SHELBY LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740B000 831.000 SQFT| 8.61000 7154.91| 7.67000 6373.77| 8.25000 6855.75 Construction Signs | | | 0320 740D000 70.000 EACH| 67.69000 4738.30| 55.12000 3858.40| 61.25000 4287.50 Channelizing Drums | | | 0330 740E000 220.000 EACH| 17.23000 3790.60| 15.90000 3498.00| 15.00000 3300.00 Cones (36 Inches High) | | | 0340 740M001 220.000 EACH| 7.38000 1623.60| 8.48000 1865.60| 7.08000 1557.60 Ballast For Cone | | | 0350 741C010 1.000 EACH| 1230.72000 1230.72| 1272.00000 1272.00| 1500.00000 1500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,461,650.52| $ 1,533,222.90| $ 1,587,809.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,461,650.52| $ 1,533,222.90| $ 1,587,809.79 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20030530030 COUNTIES : BARBOUR LETTING DATE : 05/30/03 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-0030(500) for constructing the Resurfacing and Traffic Stripe on S.R.#30 from C.R.#32 to S.R.#1 (U.S.#431) south of Eufaula. Length - 3.230 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 909,712.27 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,046,238.84 115.0077% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030530030 COUNTIES : BARBOUR LETTING DATE : 05/30/03 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 206C010 620.000 SQYD| 7.00000 4340.00| 20.00000 12400.00| Removing Concrete Driveway | | | 0020 210D011 644.000 CUYD| 8.85000 5699.40| 7.00000 4508.00| Borrow Excavation (A-4 or Better) | | | 0030 212A000 330.000 STA | 23.68000 7814.40| 27.00000 8910.00| Machine Grading Shoulders | | | 0040 401B108 74761.000 SQYD| 0.76000 56818.36| 0.82000 61304.02| Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 2193.000 GAL | 2.13000 4671.09| 1.50000 3289.50| Tack Coat | | | 0060 408A052 74761.000 SQYD| 0.57000 42613.77| 0.85000 63546.85| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A361 7132.000 TON | 32.00000 228224.00| 37.70000 268876.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 500.000 TON | 37.00000 18500.00| 39.00000 19500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B651 9026.000 TON | 28.00000 252728.00| 36.50000 329449.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B693 1057.000 TON | 32.50000 34352.50| 38.50000 40694.50| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 428D001 27755.000 LF | 0.25000 6938.75| 0.17000 4718.35| Scoring Bituminous Pavement Surface | | | Edge By Cutting(16 Inch Wide) | | | 0120 600A000 LUMP| 83100.00000 83100.00| 75000.00000 75000.00| Mobilization | | | 0130 618B002 594.000 SQYD| 30.00000 17820.00| 35.00000 20790.00| Concrete Driveway, 6" Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030530030 COUNTIES : BARBOUR LETTING DATE : 05/30/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 651B000 6.000 TON | 32.00000 192.00| 31.68000 190.08| Agricultural Limestone | | | 0150 652A061 3.000 ACRE| 410.00000 1230.00| 405.90000 1217.70| Seeding (Mix 3E) | | | 0160 656A000 3.000 ACRE| 370.00000 1110.00| 366.30000 1098.90| Mulching, Class A, Type 1 | | | 0170 665F000 100.000 EACH| 4.80000 480.00| 5.00000 500.00| Hay Bales | | | 0180 665J000 1500.000 LF | 2.70000 4050.00| 3.00000 4500.00| Silt Fence, Type A | | | 0190 680A000 LUMP| 16100.00000 16100.00| 2289.54000 2289.54| Engineering Controls | | | 0200 701A030 7.000 MILE| 650.00000 4550.00| 650.00000 4550.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0210 701C000 4.000 MILE| 380.00000 1520.00| 380.00000 1520.00| Broken Temporary Traffic Stripe | | | 0220 701C001 22.000 MILE| 450.00000 9900.00| 450.00000 9900.00| Solid Temporary Traffic Stripe | | | 0230 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Paint) | | | 0240 701D008 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Plastic) | | | 0250 701D014 1.000 MILE| 1350.00000 1350.00| 1350.00000 1350.00| Broken Traffic Stripe Removed (Paint) | | | 0260 701D015 1.000 MILE| 1350.00000 1350.00| 1350.00000 1350.00| Broken Traffic Stripe Removed (Plastic) | | | 0270 702A041 7.000 MILE| 3950.00000 27650.00| 3950.00000 27650.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0280 702A042 2.000 MILE| 1995.00000 3990.00| 1995.00000 3990.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0290 702A043 4.000 MILE| 3950.00000 15800.00| 3950.00000 15800.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0300 702B011 2505.000 LF | 1.85000 4634.25| 1.85000 4634.25| Dotted Profiled Traffic Stripe (6" Wide | | | 0310 703A002 14164.000 SQFT| 2.20000 31160.80| 2.20000 31160.80| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030530030 COUNTIES : BARBOUR LETTING DATE : 05/30/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 703B002 450.000 SQFT| 3.30000 1485.00| 3.30000 1485.00| Traffic Control Legends, Class 2, Type | | | 0330 703D001 1542.000 SQFT| 1.30000 2004.60| 1.30000 2004.60| Temporary Traffic Control Markings | | | 0340 705A030 109.000 EACH| 5.25000 572.25| 5.25000 572.25| Pavement Markers, Class A-H, Type 2-C | | | 0350 705A032 577.000 EACH| 5.25000 3029.25| 5.25000 3029.25| Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 337.000 EACH| 5.25000 1769.25| 5.25000 1769.25| Pavement Markers, Class A-H, Type 2-D | | | 0370 705A038 342.000 EACH| 5.25000 1795.50| 5.25000 1795.50| Pavement Markers, Class A-H, Type 2-E | | | 0380 740B000 666.000 SQFT| 7.35000 4895.10| 7.35000 4895.10| Construction Signs | | | 0390 740E000 100.000 EACH| 6.09000 609.00| 10.00000 1000.00| Cones (36 Inches High) | | | 0400 740M001 100.000 EACH| 3.65000 365.00| 5.00000 500.00| Ballast For Cone | | | 0410 740O000 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| Pilot Car | | | SECTION TOTALS | $ 909,712.27| $ 1,046,238.84| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 909,712.27| $ 1,046,238.84| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20030530031 COUNTIES : MARION LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 CONTRACT TIME : 165 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-SU31(200) for constructing the Bridge Replacement and Approaches on C.R.#42 at the Buttahatchee River in Hamilton. Length 0.432 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 1,236,394.47 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,327,557.12 107.3733% 3 02088 B & B ENGINEERING & DESIGN $ 1,359,361.80 109.9456% 4 16003 PHILLIPS CONTRACTING CO., INC. $ 1,362,806.50 110.2242% 5 19007 SCOTT BRIDGE COMPANY, INC. $ 1,385,883.11 112.0907% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030530031 COUNTIES : MARION LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03001 |( 3 ) 02088 |RILEY BRIDGE & ENGINEERING |CLARK CONSTRUCTION CO., INC |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 3100.00000 3100.00| 75000.00000 75000.00| 66000.00000 66000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 44000.00000 44000.00| 100000.00000 100000.00| 127000.00000 127000.00 Removal Of Old Bridge, Station 9+30.82 | | | 0030 206C010 131.000 SQYD| 5.50000 720.50| 8.91000 1167.21| 6.00000 786.00 Removing Concrete Driveway | | | 0040 206D000 402.000 LF | 3.50000 1407.00| 11.01000 4426.02| 6.00000 2412.00 Removing Pipe | | | 0050 210A000 6800.000 CUYD| 5.80000 39440.00| 3.86000 26248.00| 6.00000 40800.00 Unclassified Excavation | | | 0060 210D000 3270.000 CUYD| 9.90000 32373.00| 5.93000 19391.10| 8.50000 27795.00 Borrow Excavation | | | 0070 215A000 257.000 CUYD| 55.00000 14135.00| 50.00000 12850.00| 50.00000 12850.00 Unclassified Bridge Excavation | | | 0080 301A012 8933.000 SQYD| 5.60000 50024.80| 5.22000 46630.26| 6.00000 53598.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 405A000 185.000 GAL | 2.00000 370.00| 1.73000 320.05| 2.00000 370.00 Tack Coat | | | 0100 424A340 338.000 TON | 55.00000 18590.00| 53.21000 17984.98| 65.00000 21970.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B637 1075.000 TON | 41.00000 44075.00| 38.69000 41591.75| 45.50000 48912.50 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 430B040 406.000 TON | 18.50000 7511.00| 17.55000 7125.30| 20.00000 8120.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0130 502A000 50340.000 LB | 0.46000 23156.40| 0.37000 18625.80| 0.47000 23659.80 Steel Reinforcement | | | 0140 502B000 LUMP| 39000.00000 39000.00| 33245.46000 33245.46| 40000.00000 40000.00 Steel Reinforcement For Bridge | | | Superstructure, STATION 9+12, APPROX. | | | 85350 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030530031 COUNTIES : MARION LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03001 |( 3 ) 02088 |RILEY BRIDGE & ENGINEERING |CLARK CONSTRUCTION CO., INC |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 503A000 82.000 CUYD| 295.00000 24190.00| 290.00000 23780.00| 120.00000 9840.00 Seal Concrete | | | 0160 503B000 LUMP| 36000.00000 36000.00| 39976.90000 39976.90| 83000.00000 83000.00 Cofferdam And Pumping, NO. 2 | | | 0170 503B001 LUMP| 36000.00000 36000.00| 22014.29000 22014.29| 30000.00000 30000.00 Cofferdam And Pumping, NO. 3 | | | 0180 505G003 24.000 EACH| 85.00000 2040.00| 126.84000 3044.16| 120.00000 2880.00 Pile Points (Type A, 12") | | | 0190 505M002 487.000 LF | 21.00000 10227.00| 30.58000 14892.46| 20.00000 9740.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0200 508A000 5428.000 LB | 3.75000 20355.00| 2.48000 13461.44| 3.50000 18998.00 Structural Steel | | | 0210 510A000 246.000 CUYD| 365.00000 89790.00| 480.00000 118080.00| 340.00000 83640.00 Bridge Substructure Concrete, Class A | | | 0220 510C051 LUMP| 159000.00000 159000.00| 170000.00000 170000.00| 200000.00000 200000.00 Bridge Concrete Superstructure, STA. | | | 9+12, APPROX. 432 CU. YDS. | | | 0230 510E000 1067.000 SQYD| 1.91000 2037.97| 2.25000 2400.75| 4.00000 4268.00 Grooving Concrete Bridge Decks | | | 0240 511A004 30.000 EACH| 450.00000 13500.00| 524.13000 15723.90| 500.00000 15000.00 Elastomeric Bearings, Type 4 | | | 0250 513B015 1035.000 LF | 127.00000 131445.00| 105.00000 108675.00| 110.00000 113850.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0260 513B017 673.000 LF | 152.00000 102296.00| 115.00000 77395.00| 130.00000 87490.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0270 535A078 288.000 LF | 26.00000 7488.00| 24.51000 7058.88| 18.00000 5184.00 15" Side Drain Pipe (Class 3 R.C.) | | | 0280 535A080 60.000 LF | 29.00000 1740.00| 26.50000 1590.00| 22.00000 1320.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0290 535A085 88.000 LF | 34.00000 2992.00| 31.34000 2757.92| 26.00000 2288.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0300 600A000 LUMP| 110000.00000 110000.00| 139000.00000 139000.00| 50000.00000 50000.00 Mobilization | | | 0310 610C001 4265.000 TON | 19.00000 81035.00| 16.68000 71140.20| 18.00000 76770.00 Loose Riprap, Class 2 | | | 0320 610D000 2093.000 SQYD| 3.00000 6279.00| 1.25000 2616.25| 2.50000 5232.50 Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030530031 COUNTIES : MARION LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03001 |( 3 ) 02088 |RILEY BRIDGE & ENGINEERING |CLARK CONSTRUCTION CO., INC |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 618B003 67.000 SQYD| 41.00000 2747.00| 40.00000 2680.00| 50.00000 3350.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0340 619A100 10.000 EACH| 440.00000 4400.00| 500.00000 5000.00| 400.00000 4000.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0350 619A101 2.000 EACH| 490.00000 980.00| 650.00000 1300.00| 450.00000 900.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0360 619A102 4.000 EACH| 540.00000 2160.00| 900.00000 3600.00| 500.00000 2000.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0370 630A001 100.000 LF | 12.50000 1250.00| 11.00000 1100.00| 14.00000 1400.00 Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C003 4.000 EACH| 1150.00000 4600.00| 1000.00000 4000.00| 1300.00000 5200.00 Guardrail End Anchor, Type 13 | | | 0390 630C070 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1300.00000 5200.00 Guardrail End Anchor, Type 10 Series | | | 0400 650A000 1396.000 CUYD| 6.80000 9492.80| 6.84000 9548.64| 7.00000 9772.00 Topsoil | | | 0410 652A053 3.000 ACRE| 795.00000 2385.00| 472.50000 1417.50| 700.00000 2100.00 Seeding (Mix 1E) | | | 0420 654A001 1036.000 SQYD| 4.50000 4662.00| 3.54000 3667.44| 4.25000 4403.00 Solid Sodding (Bermuda) | | | 0430 656A001 3.000 ACRE| 795.00000 2385.00| 424.00000 1272.00| 600.00000 1800.00 Mulching, Class A, Type 2 | | | 0440 665F000 100.000 EACH| 5.50000 550.00| 6.39000 639.00| 5.00000 500.00 Hay Bales | | | 0450 665J000 1250.000 LF | 4.75000 5937.50| 3.29000 4112.50| 6.00000 7500.00 Silt Fence, Type A | | | 0460 680A000 LUMP| 13000.00000 13000.00| 25000.00000 25000.00| 10000.00000 10000.00 Engineering Controls | | | 0470 701A031 1.000 MILE| 2050.00000 2050.00| 5000.00000 5000.00| 6500.00000 6500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0480 701A035 1.000 MILE| 2600.00000 2600.00| 2500.00000 2500.00| 3000.00000 3000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0490 701A045 1.000 MILE| 1050.00000 1050.00| 700.00000 700.00| 750.00000 750.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030530031 COUNTIES : MARION LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03001 |( 3 ) 02088 |RILEY BRIDGE & ENGINEERING |CLARK CONSTRUCTION CO., INC |B & B ENGINEERING & DESIGN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 703A002 72.000 SQFT| 5.50000 396.00| 6.00000 432.00| 6.50000 468.00 Traffic Control Markings, Class 2, Type | | | A | | | 0510 705A032 378.000 EACH| 5.50000 2079.00| 5.00000 1890.00| 6.00000 2268.00 Pavement Markers, Class A-H, Type 1-B | | | 0520 705A037 575.000 EACH| 5.50000 3162.50| 5.00000 2875.00| 6.00000 3450.00 Pavement Markers, Class A-H, Type 2-D | | | 0530 740B000 479.000 SQFT| 10.00000 4790.00| 7.42000 3554.18| 13.00000 6227.00 Construction Signs | | | 0540 740F002 10.000 EACH| 450.00000 4500.00| 159.00000 1590.00| 300.00000 3000.00 Barricades, Type III | | | 0550 740I005 6.000 EACH| 350.00000 2100.00| 377.63000 2265.78| 300.00000 1800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,236,394.47| $ 1,327,557.12| $ 1,359,361.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,236,394.47| $ 1,327,557.12| $ 1,359,361.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 031 -6 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030530031 COUNTIES : MARION LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 19007 |( ) |PHILLIPS CONTRACTING CO., I |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 25000.00000 25000.00| 13233.15000 13233.15| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| Removal Of Old Bridge, Station 9+30.82 | | | 0030 206C010 131.000 SQYD| 9.00000 1179.00| 8.43000 1104.33| Removing Concrete Driveway | | | 0040 206D000 402.000 LF | 12.00000 4824.00| 11.25000 4522.50| Removing Pipe | | | 0050 210A000 6800.000 CUYD| 7.50000 51000.00| 7.43000 50524.00| Unclassified Excavation | | | 0060 210D000 3270.000 CUYD| 7.50000 24525.00| 5.86000 19162.20| Borrow Excavation | | | 0070 215A000 257.000 CUYD| 15.00000 3855.00| 90.00000 23130.00| Unclassified Bridge Excavation | | | 0080 301A012 8933.000 SQYD| 5.50000 49131.50| 5.22000 46630.26| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 405A000 185.000 GAL | 2.00000 370.00| 1.73000 320.05| Tack Coat | | | 0100 424A340 338.000 TON | 54.00000 18252.00| 53.21000 17984.98| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B637 1075.000 TON | 40.00000 43000.00| 38.69000 41591.75| Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 430B040 406.000 TON | 20.00000 8120.00| 17.55000 7125.30| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0130 502A000 50340.000 LB | 0.60000 30204.00| 0.59000 29700.60| Steel Reinforcement | | | 0140 502B000 LUMP| 51210.00000 51210.00| 50000.00000 50000.00| Steel Reinforcement For Bridge | | | Superstructure, STATION 9+12, APPROX. | | | 85350 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 031 -7 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030530031 COUNTIES : MARION LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 19007 |( ) |PHILLIPS CONTRACTING CO., I |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 503A000 82.000 CUYD| 100.00000 8200.00| 215.00000 17630.00| Seal Concrete | | | 0160 503B000 LUMP| 42500.00000 42500.00| 25000.00000 25000.00| Cofferdam And Pumping, NO. 2 | | | 0170 503B001 LUMP| 42500.00000 42500.00| 25000.00000 25000.00| Cofferdam And Pumping, NO. 3 | | | 0180 505G003 24.000 EACH| 100.00000 2400.00| 100.00000 2400.00| Pile Points (Type A, 12") | | | 0190 505M002 487.000 LF | 24.00000 11688.00| 30.00000 14610.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0200 508A000 5428.000 LB | 2.50000 13570.00| 3.60000 19540.80| Structural Steel | | | 0210 510A000 246.000 CUYD| 430.00000 105780.00| 490.00000 120540.00| Bridge Substructure Concrete, Class A | | | 0220 510C051 LUMP| 216000.00000 216000.00| 245000.00000 245000.00| Bridge Concrete Superstructure, STA. | | | 9+12, APPROX. 432 CU. YDS. | | | 0230 510E000 1067.000 SQYD| 5.00000 5335.00| 2.21000 2358.07| Grooving Concrete Bridge Decks | | | 0240 511A004 30.000 EACH| 500.00000 15000.00| 565.00000 16950.00| Elastomeric Bearings, Type 4 | | | 0250 513B015 1035.000 LF | 158.00000 163530.00| 135.00000 139725.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0260 513B017 673.000 LF | 168.00000 113064.00| 145.00000 97585.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0270 535A078 288.000 LF | 28.00000 8064.00| 25.58000 7367.04| 15" Side Drain Pipe (Class 3 R.C.) | | | 0280 535A080 60.000 LF | 35.00000 2100.00| 31.48000 1888.80| 18" Side Drain Pipe (Class 3 R.C.) | | | 0290 535A085 88.000 LF | 37.00000 3256.00| 31.46000 2768.48| 24" Side Drain Pipe (Class 3 R.C.) | | | 0300 600A000 LUMP| 50000.00000 50000.00| 115000.00000 115000.00| Mobilization | | | 0310 610C001 4265.000 TON | 21.50000 91697.50| 21.00000 89565.00| Loose Riprap, Class 2 | | | 0320 610D000 2093.000 SQYD| 3.00000 6279.00| 2.40000 5023.20| Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 031 -8 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030530031 COUNTIES : MARION LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 19007 |( ) |PHILLIPS CONTRACTING CO., I |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 618B003 67.000 SQYD| 40.00000 2680.00| 50.00000 3350.00| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0340 619A100 10.000 EACH| 600.00000 6000.00| 400.00000 4000.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0350 619A101 2.000 EACH| 700.00000 1400.00| 500.00000 1000.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0360 619A102 4.000 EACH| 750.00000 3000.00| 600.00000 2400.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0370 630A001 100.000 LF | 12.80000 1280.00| 11.00000 1100.00| Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C003 4.000 EACH| 1070.00000 4280.00| 1000.00000 4000.00| Guardrail End Anchor, Type 13 | | | 0390 630C070 4.000 EACH| 1120.00000 4480.00| 1300.00000 5200.00| Guardrail End Anchor, Type 10 Series | | | 0400 650A000 1396.000 CUYD| 8.00000 11168.00| 6.75000 9423.00| Topsoil | | | 0410 652A053 3.000 ACRE| 2250.00000 6750.00| 600.00000 1800.00| Seeding (Mix 1E) | | | 0420 654A001 1036.000 SQYD| 6.00000 6216.00| 3.50000 3626.00| Solid Sodding (Bermuda) | | | 0430 656A001 3.000 ACRE| 1750.00000 5250.00| 650.00000 1950.00| Mulching, Class A, Type 2 | | | 0440 665F000 100.000 EACH| 6.00000 600.00| 5.00000 500.00| Hay Bales | | | 0450 665J000 1250.000 LF | 3.00000 3750.00| 3.00000 3750.00| Silt Fence, Type A | | | 0460 680A000 LUMP| 32500.00000 32500.00| 25000.00000 25000.00| Engineering Controls | | | 0470 701A031 1.000 MILE| 5000.00000 5000.00| 5000.00000 5000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0480 701A035 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0490 701A045 1.000 MILE| 700.00000 700.00| 700.00000 700.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 031 -9 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030530031 COUNTIES : MARION LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 19007 |( ) |PHILLIPS CONTRACTING CO., I |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 703A002 72.000 SQFT| 6.00000 432.00| 6.00000 432.00| Traffic Control Markings, Class 2, Type | | | A | | | 0510 705A032 378.000 EACH| 5.00000 1890.00| 5.00000 1890.00| Pavement Markers, Class A-H, Type 1-B | | | 0520 705A037 575.000 EACH| 5.00000 2875.00| 5.00000 2875.00| Pavement Markers, Class A-H, Type 2-D | | | 0530 740B000 479.000 SQFT| 8.50000 4071.50| 7.40000 3544.60| Construction Signs | | | 0540 740F002 10.000 EACH| 165.00000 1650.00| 160.00000 1600.00| Barricades, Type III | | | 0550 740I005 6.000 EACH| 450.00000 2700.00| 377.00000 2262.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,362,806.50| $ 1,385,883.11| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,362,806.50| $ 1,385,883.11| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20030530032 COUNTIES : WALKER LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0118(500) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#118 (U.S.#78) from MP 36.950 at the Marion County line to MP 44.050. Length - 7.100 mi -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 832,563.57 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 877,725.43 105.4244% 3 19074 S & M EQUIPMENT CO., INC. $ 917,265.02 110.1736% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030530032 COUNTIES : WALKER LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( 3 ) 19074 |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 175.000 LF | 0.59000 103.25| 2.04000 357.00| 2.10000 367.50 Removing Guardrail | | | 0020 206E008 32.000 EACH| 59.47000 1903.04| 112.20000 3590.40| 126.00000 4032.00 Removing Guardrail End Anchor (All Type | | | 0030 210D001 64.000 CUYD| 26.17000 1674.88| 33.41000 2138.24| 20.00000 1280.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 405A000 4041.000 GAL | 1.07000 4323.87| 1.00000 4041.00| 1.00000 4041.00 Tack Coat | | | 0050 408A052 134692.000 SQYD| 0.50000 67346.00| 0.40000 53876.80| 1.21000 162977.32 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A281 11113.000 TON | 39.93000 443742.09| 44.77000 497529.01| 41.00000 455633.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0070 424B286 1500.000 TON | 48.81000 73215.00| 60.26000 90390.00| 45.00000 67500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 600A000 LUMP| 9483.48000 9483.48| 25725.00000 25725.00| 20000.00000 20000.00 Mobilization | | | 0090 630C050 7.000 EACH| 1784.04000 12488.28| 1499.40000 10495.80| 1349.25000 9444.75 Guardrail End Anchor, Type 20 Series | | | 0100 630C070 25.000 EACH| 1546.17000 38654.25| 1231.65000 30791.25| 1165.50000 29137.50 Guardrail End Anchor, Type 10 Series | | | 0110 650A000 32.000 CUYD| 25.17000 805.44| 46.94000 1502.08| 20.00000 640.00 Topsoil | | | 0120 652A053 1.000 ACRE| 629.29000 629.29| 1251.51000 1251.51| 1100.00000 1100.00 Seeding (Mix 1E) | | | 0130 656A001 1.000 ACRE| 1258.58000 1258.58| 1346.07000 1346.07| 660.00000 660.00 Mulching, Class A, Type 2 | | | 0140 665F000 50.000 EACH| 6.29000 314.50| 18.84000 942.00| 5.00000 250.00 Hay Bales | | | 0150 665J000 300.000 LF | 3.78000 1134.00| 3.32000 996.00| 5.00000 1500.00 Silt Fence, Type A | | | 0160 701C000 4.000 MILE| 466.30000 1865.20| 397.80000 1591.20| 409.50000 1638.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030530032 COUNTIES : WALKER LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( 3 ) 19074 |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 701C001 12.000 MILE| 573.91000 6886.92| 489.60000 5875.20| 504.00000 6048.00 Solid Temporary Traffic Stripe | | | 0180 702A040 1.000 MILE| 2385.33000 2385.33| 2034.90000 2034.90| 2094.75000 2094.75 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A041 15.000 MILE| 4776.63000 71649.45| 4074.90000 61123.50| 4194.75000 62921.25 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702A042 3.000 MILE| 2385.33000 7155.99| 2034.90000 6104.70| 2094.75000 6284.25 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 702A043 12.000 MILE| 4776.62000 57319.44| 4074.90000 48898.80| 4194.75000 50337.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 702B011 1569.000 LF | 2.39000 3749.91| 2.04000 3200.76| 2.10000 3294.90 Dotted Profiled Traffic Stripe (6" Wide | | | 0230 703A002 2848.000 SQFT| 2.69000 7661.12| 2.30000 6550.40| 2.36000 6721.28 Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 180.000 SQFT| 4.07000 732.60| 3.47000 624.60| 3.57000 642.60 Traffic Control Legends, Class 2, Type | | | 0250 703D001 930.000 SQFT| 1.56000 1450.80| 1.33000 1236.90| 1.37000 1274.10 Temporary Traffic Control Markings | | | 0260 705A030 65.000 EACH| 6.58000 427.70| 5.61000 364.65| 5.78000 375.70 Pavement Markers, Class A-H, Type 2-C | | | 0270 705A031 52.000 EACH| 6.58000 342.16| 5.61000 291.72| 5.78000 300.56 Pavement Markers, Class A-H, Type 1-A | | | 0280 705A032 138.000 EACH| 6.58000 908.04| 5.61000 774.18| 5.78000 797.64 Pavement Markers, Class A-H, Type 1-B | | | 0290 705A037 764.000 EACH| 6.58000 5027.12| 5.61000 4286.04| 5.78000 4415.92 Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 632.000 SQFT| 9.12000 5763.84| 7.76000 4904.32| 8.00000 5056.00 Construction Signs | | | 0310 740E000 250.000 EACH| 2.27000 567.50| 11.23000 2807.50| 10.00000 2500.00 Cones (36 Inches High) | | | 0320 740M001 250.000 EACH| 2.27000 567.50| 7.39000 1847.50| 8.00000 2000.00 Ballast For Cone | | | 0330 741C010 1.000 EACH| 1027.00000 1027.00| 236.40000 236.40| 2000.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 832,563.57| $ 877,725.43| $ 917,265.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 832,563.57| $ 877,725.43| $ 917,265.02 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20030530033 COUNTIES : BLOUNT LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0500(206) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on King Road over Jones Creek north of Oneonta. Length - 0.075 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 329,683.06 100.0000% 2 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 337,237.72 102.2915% 3 16048 WALKER PATTON COMPANY, INC. $ 340,351.82 103.2361% 4 19124 SMITH PAVING, INC. $ 386,636.00 117.2751% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030530033 COUNTIES : BLOUNT LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 03071 |( 3 ) 16048 |GOOD HOPE CONTRACTING CO., |CHRISTOPHER PLUMBING & ELEC |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 4000.00000 4000.00| 7500.00000 7500.00| 7000.00000 7000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 5500.00000 5500.00| 2500.00000 2500.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 1+60.13 | | | 0030 206D000 50.000 LF | 10.00000 500.00| 20.00000 1000.00| 8.00000 400.00 Removing Pipe | | | 0040 209A000 1.000 EACH| 125.00000 125.00| 1.00000 1.00| 150.00000 150.00 Mailbox Reset, Single | | | 0050 210A000 397.000 CUYD| 6.00000 2382.00| 6.75000 2679.75| 7.50000 2977.50 Unclassified Excavation | | | 0060 210D023 1990.000 CUYD| 8.00000 15920.00| 10.00000 19900.00| 6.75000 13432.50 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0070 214A000 980.000 CUYD| 10.00000 9800.00| 10.05000 9849.00| 27.41000 26861.80 Structure Excavation | | | 0080 214B001 245.000 CUYD| 22.00000 5390.00| 16.75000 4103.75| 27.50000 6737.50 Foundation Backfill, Commercial | | | 0090 230A000 4.000 RBST| 1325.00000 5300.00| 485.00000 1940.00| 700.00000 2800.00 Roadbed Processing | | | 0100 401A000 1125.000 SQYD| 0.80000 900.00| 1.90000 2137.50| 0.40000 450.00 Bituminous Treatment A | | | 0110 405A000 60.000 GAL | 3.00000 180.00| 1.50000 90.00| 1.50000 90.00 Tack Coat | | | 0120 429A201 80.000 TON | 80.00000 6400.00| 60.00000 4800.00| 60.00000 4800.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 125.000 TON | 60.00000 7500.00| 60.00000 7500.00| 46.00000 5750.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 429C201 350.000 TON | 50.00000 17500.00| 55.00000 19250.00| 38.00000 13300.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0150 430B003 100.000 TON | 16.00000 1600.00| 20.00000 2000.00| 14.00000 1400.00 Aggregate Surfacing (ALDOT#57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030530033 COUNTIES : BLOUNT LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 03071 |( 3 ) 16048 |GOOD HOPE CONTRACTING CO., |CHRISTOPHER PLUMBING & ELEC |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 502A000 57763.000 LB | 0.73000 42166.99| 0.49000 28303.87| 0.54000 31192.02 Steel Reinforcement | | | 0170 524A011 313.000 CUYD| 282.00000 88266.00| 287.00000 89831.00| 335.00000 104855.00 Culvert Concrete (Cast In Place) | | | 0180 535A080 40.000 LF | 40.00000 1600.00| 23.50000 940.00| 40.00000 1600.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 20450.82000 20450.82| 56750.00000 56750.00| 31447.00000 31447.00 Mobilization | | | 0200 602A000 14.000 EACH| 150.00000 2100.00| 80.00000 1120.00| 100.00000 1400.00 Right Of Way Markers | | | 0210 610C001 530.000 TON | 23.28000 12338.40| 16.25000 8612.50| 23.25000 12322.50 Loose Riprap, Class 2 | | | 0220 610D000 418.000 SQYD| 4.00000 1672.00| 2.95000 1233.10| 2.00000 836.00 Filter Blanket | | | 0230 619A101 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0240 620A000 24.000 CUYD| 600.00000 14400.00| 220.00000 5280.00| 250.00000 6000.00 Minor Structure Concrete | | | 0250 629A004 154.000 LF | 100.00000 15400.00| 50.00000 7700.00| 114.75000 17671.50 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0260 630C003 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1200.00000 4800.00 Guardrail End Anchor, Type 13 | | | 0270 630C070 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0280 637A001 174.000 LF | 10.00000 1740.00| 10.25000 1783.50| 4.00000 696.00 Fence Reset (Includes All Types) | | | 0290 641A062 395.000 LF | 29.00000 11455.00| 20.00000 7900.00| 12.00000 4740.00 3 Inch P.V.C. Water Main Laid | | | 0300 649A007 120.000 LF | 76.00000 9120.00| 32.00000 3840.00| 50.00000 6000.00 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 0310 650B000 238.000 CUYD| 8.00000 1904.00| 8.00000 1904.00| 3.75000 892.50 Topsoil From Stockpiles | | | 0320 652A053 1.000 ACRE| 505.00000 505.00| 1105.00000 1105.00| 800.00000 800.00 Seeding (Mix 1E) | | | 0330 656A000 1.000 ACRE| 404.00000 404.00| 1000.00000 1000.00| 600.00000 600.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030530033 COUNTIES : BLOUNT LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 03071 |( 3 ) 16048 |GOOD HOPE CONTRACTING CO., |CHRISTOPHER PLUMBING & ELEC |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 658A001 1.000 ACRE| 1010.00000 1010.00| 3300.00000 3300.00| 1500.00000 1500.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0350 665A000 1.000 ACRE| 404.00000 404.00| 1000.00000 1000.00| 400.00000 400.00 Temporary Seeding | | | 0360 665B000 1.000 ACRE| 404.00000 404.00| 1000.00000 1000.00| 400.00000 400.00 Temporary Mulching | | | 0370 665F000 11.000 EACH| 11.00000 121.00| 4.00000 44.00| 10.00000 110.00 Hay Bales | | | 0380 665J000 387.000 LF | 5.50000 2128.50| 5.25000 2031.75| 3.00000 1161.00 Silt Fence, Type A | | | 0390 680A000 LUMP| 2500.00000 2500.00| 8500.00000 8500.00| 4500.00000 4500.00 Engineering Controls | | | 0400 701A030 1.000 MILE| 750.00000 750.00| 1500.00000 1500.00| 750.00000 750.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0410 701A034 1.000 MILE| 750.00000 750.00| 1500.00000 1500.00| 750.00000 750.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0420 703A002 20.000 SQFT| 2.00000 40.00| 3.50000 70.00| 2.00000 40.00 Traffic Control Markings, Class 2, Type | | | A | | | 0430 703B002 24.000 SQFT| 2.00000 48.00| 4.50000 108.00| 2.00000 48.00 Traffic Control Legends, Class 2, Type | | | 0440 740B000 113.000 SQFT| 7.95000 898.35| 10.00000 1130.00| 7.00000 791.00 Construction Signs | | | 0450 740F002 6.000 EACH| 165.00000 990.00| 250.00000 1500.00| 250.00000 1500.00 Barricades, Type III | | | 0460 740I005 4.000 EACH| 330.00000 1320.00| 150.00000 600.00| 350.00000 1400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 329,683.06| $ 337,237.72| $ 340,351.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 329,683.06| $ 337,237.72| $ 340,351.82 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030530033 COUNTIES : BLOUNT LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19124 |( ) |( ) |SMITH PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 10000.00000 10000.00| | Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 6000.00000 6000.00| | Removal Of Old Bridge, Station 1+60.13 | | | 0030 206D000 50.000 LF | 8.00000 400.00| | Removing Pipe | | | 0040 209A000 1.000 EACH| 40.00000 40.00| | Mailbox Reset, Single | | | 0050 210A000 397.000 CUYD| 12.00000 4764.00| | Unclassified Excavation | | | 0060 210D023 1990.000 CUYD| 16.50000 32835.00| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0070 214A000 980.000 CUYD| 17.50000 17150.00| | Structure Excavation | | | 0080 214B001 245.000 CUYD| 25.00000 6125.00| | Foundation Backfill, Commercial | | | 0090 230A000 4.000 RBST| 450.00000 1800.00| | Roadbed Processing | | | 0100 401A000 1125.000 SQYD| 1.50000 1687.50| | Bituminous Treatment A | | | 0110 405A000 60.000 GAL | 1.50000 90.00| | Tack Coat | | | 0120 429A201 80.000 TON | 55.00000 4400.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 125.000 TON | 45.00000 5625.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 429C201 350.000 TON | 45.00000 15750.00| | Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0150 430B003 100.000 TON | 30.00000 3000.00| | Aggregate Surfacing (ALDOT#57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 033 -6 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030530033 COUNTIES : BLOUNT LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19124 |( ) |( ) |SMITH PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 502A000 57763.000 LB | 0.50000 28881.50| | Steel Reinforcement | | | 0170 524A011 313.000 CUYD| 380.00000 118940.00| | Culvert Concrete (Cast In Place) | | | 0180 535A080 40.000 LF | 45.00000 1800.00| | 18" Side Drain Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 18885.00000 18885.00| | Mobilization | | | 0200 602A000 14.000 EACH| 150.00000 2100.00| | Right Of Way Markers | | | 0210 610C001 530.000 TON | 30.00000 15900.00| | Loose Riprap, Class 2 | | | 0220 610D000 418.000 SQYD| 3.00000 1254.00| | Filter Blanket | | | 0230 619A101 4.000 EACH| 450.00000 1800.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0240 620A000 24.000 CUYD| 250.00000 6000.00| | Minor Structure Concrete | | | 0250 629A004 154.000 LF | 86.00000 13244.00| | Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0260 630C003 4.000 EACH| 1260.00000 5040.00| | Guardrail End Anchor, Type 13 | | | 0270 630C070 4.000 EACH| 1315.00000 5260.00| | Guardrail End Anchor, Type 10 Series | | | 0280 637A001 174.000 LF | 16.00000 2784.00| | Fence Reset (Includes All Types) | | | 0290 641A062 395.000 LF | 59.00000 23305.00| | 3 Inch P.V.C. Water Main Laid | | | 0300 649A007 120.000 LF | 71.00000 8520.00| | 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 0310 650B000 238.000 CUYD| 11.00000 2618.00| | Topsoil From Stockpiles | | | 0320 652A053 1.000 ACRE| 850.00000 850.00| | Seeding (Mix 1E) | | | 0330 656A000 1.000 ACRE| 650.00000 650.00| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 033 -7 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030530033 COUNTIES : BLOUNT LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19124 |( ) |( ) |SMITH PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 658A001 1.000 ACRE| 1575.00000 1575.00| | Hydro-Seeding & Mulching (Mix 1E) | | | 0350 665A000 1.000 ACRE| 450.00000 450.00| | Temporary Seeding | | | 0360 665B000 1.000 ACRE| 450.00000 450.00| | Temporary Mulching | | | 0370 665F000 11.000 EACH| 10.00000 110.00| | Hay Bales | | | 0380 665J000 387.000 LF | 7.00000 2709.00| | Silt Fence, Type A | | | 0390 680A000 LUMP| 9000.00000 9000.00| | Engineering Controls | | | 0400 701A030 1.000 MILE| 790.00000 790.00| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0410 701A034 1.000 MILE| 790.00000 790.00| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0420 703A002 20.000 SQFT| 2.50000 50.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0430 703B002 24.000 SQFT| 2.50000 60.00| | Traffic Control Legends, Class 2, Type | | | 0440 740B000 113.000 SQFT| 8.00000 904.00| | Construction Signs | | | 0450 740F002 6.000 EACH| 165.00000 990.00| | Barricades, Type III | | | 0460 740I005 4.000 EACH| 315.00000 1260.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 386,636.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 386,636.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20030530037 COUNTIES : CLEBURNE LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1500(208) for constructing the Bridge Replacement (Bridge Culvert) and approaches on C.R.#65 over Wallace Creek east of Oak Level. Length - 0.025 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19124 SMITH PAVING, INC. $ 107,175.85 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030530037 COUNTIES : CLEBURNE LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19124 |( ) |( ) |SMITH PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 2500.00000 2500.00| | Clearing & Grubbing (Approximately .4 | | | ACRES) | | | 0020 206A000 LUMP| 3500.00000 3500.00| | Removal Of Old Bridge, Station 15+00.00 | | | 0030 210A000 23.000 CUYD| 8.00000 184.00| | Unclassified Excavation | | | 0040 210D000 323.000 CUYD| 14.00000 4522.00| | Borrow Excavation | | | 0050 214A000 317.000 CUYD| 9.25000 2932.25| | Structure Excavation | | | 0060 214B001 116.000 CUYD| 28.00000 3248.00| | Foundation Backfill, Commercial | | | 0070 230A000 2.000 RBST| 200.00000 400.00| | Roadbed Processing | | | 0080 301A012 396.000 SQYD| 11.75000 4653.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 335.000 SQYD| 1.00000 335.00| | Bituminous Treatment A | | | 0100 405A000 6.000 GAL | 2.00000 12.00| | Tack Coat | | | 0110 429A200 18.000 TON | 55.00000 990.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 33.000 TON | 50.00000 1650.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 502A000 25064.000 LB | 0.40000 10025.60| | Steel Reinforcement | | | 0140 524A011 155.000 CUYD| 350.00000 54250.00| | Culvert Concrete (Cast In Place) | | | 0150 600A000 LUMP| 4533.00000 4533.00| | Mobilization | | | 0160 610C001 110.000 TON | 25.00000 2750.00| | Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030530037 COUNTIES : CLEBURNE LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19124 |( ) |( ) |SMITH PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 610D000 128.000 SQYD| 2.50000 320.00| | Filter Blanket | | | 0180 665F000 50.000 EACH| 5.00000 250.00| | Hay Bales | | | 0190 665J000 400.000 LF | 4.00000 1600.00| | Silt Fence, Type A | | | 0200 680A000 LUMP| 4633.00000 4633.00| | Engineering Controls | | | 0210 740B000 251.000 SQFT| 8.00000 2008.00| | Construction Signs | | | 0220 740F002 8.000 EACH| 165.00000 1320.00| | Barricades, Type III | | | 0230 740I005 4.000 EACH| 140.00000 560.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 107,175.85| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 107,175.85| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20030530038 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-1706(201) for constructing the Widening, Resurfacing and Traffic STPHS-1706(200) Stripe (Safety Improvements) on C.R.#55 from near Colbert Heights High School to south of C.R.#52 south of Tuscumbia. Length 1.116 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 563,956.93 100.0000% 2 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 590,167.35 104.6476% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 595,405.65 105.5764% 4 18031 ROGERS GROUP, INC. $ 612,157.57 108.5469% 5 01087 APAC-SOUTHEAST, INC. $ 687,734.36 121.9480% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030530038 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 11014 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |JOE KEENUM EXCAVATION & CON |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 2500.00000 2500.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206D000 821.000 LF | 5.00000 4105.00| 2.00000 1642.00| 2.50000 2052.50 Removing Pipe | | | 0030 210A000 5150.000 CUYD| 8.00000 41200.00| 12.00000 61800.00| 12.00000 61800.00 Unclassified Excavation | | | 0040 210D000 1626.000 CUYD| 7.00000 11382.00| 6.00000 9756.00| 9.00000 14634.00 Borrow Excavation | | | 0050 214A000 1440.000 CUYD| 17.50000 25200.00| 20.00000 28800.00| 11.00000 15840.00 Structure Excavation | | | 0060 214B001 542.000 CUYD| 24.00000 13008.00| 12.00000 6504.00| 21.00000 11382.00 Foundation Backfill, Commercial | | | 0070 301A004 2318.000 SQYD| 2.37000 5493.66| 2.50000 5795.00| 5.80000 13444.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 401B108 16158.000 SQYD| 1.16000 18743.28| 1.10000 17773.80| 1.00000 16158.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0090 405A000 472.000 GAL | 1.25000 590.00| 2.00000 944.00| 1.25000 590.00 Tack Coat | | | 0100 408A052 2222.000 SQYD| 3.50000 7777.00| 2.00000 4444.00| 2.50000 5555.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0110 429A221 1635.000 TON | 34.50000 56407.50| 37.50000 61312.50| 42.00000 68670.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429B225 225.000 TON | 50.00000 11250.00| 48.00000 10800.00| 60.00000 13500.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0130 429B227 725.000 TON | 38.00000 27550.00| 48.00000 34800.00| 42.00000 30450.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0140 429B232 844.000 TON | 38.00000 32072.00| 46.00000 38824.00| 38.00000 32072.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030530038 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 11014 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |JOE KEENUM EXCAVATION & CON |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 430B014 550.000 TON | 10.50000 5775.00| 12.00000 6600.00| 18.00000 9900.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0160 430B017 100.000 TON | 11.15000 1115.00| 11.00000 1100.00| 25.00000 2500.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0170 533A098 636.000 LF | 18.00000 11448.00| 20.00000 12720.00| 19.50000 12402.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0180 533A099 827.000 LF | 21.50000 17780.50| 26.00000 21502.00| 25.00000 20675.00 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0190 533A100 326.000 LF | 30.50000 9943.00| 35.00000 11410.00| 32.00000 10432.00 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0200 533B099 178.000 LF | 31.00000 5518.00| 32.00000 5696.00| 29.00000 5162.00 29" Span, 18" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0210 600A000 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| 43000.00000 43000.00 Mobilization | | | 0220 606A001 110.000 LF | 20.00000 2200.00| 10.00000 1100.00| 13.50000 1485.00 8" Underdrain Pipe | | | 0230 610C000 62.000 TON | 25.00000 1550.00| 22.00000 1364.00| 28.00000 1736.00 Loose Riprap, Class 1 | | | 0240 610C001 134.000 TON | 25.00000 3350.00| 18.00000 2412.00| 28.00000 3752.00 Loose Riprap, Class 2 | | | 0250 610D003 311.000 SQYD| 2.50000 777.50| 4.00000 1244.00| 3.00000 933.00 Filter Blanket, Geotextile | | | 0260 614A000 35.000 CUYD| 225.00000 7875.00| 275.00000 9625.00| 275.00000 9625.00 Slope Paving | | | 0270 619A002 5.000 EACH| 450.00000 2250.00| 650.00000 3250.00| 550.00000 2750.00 18" Roadway Pipe End Treatment, Class 1 | | | 0280 619A003 17.000 EACH| 475.00000 8075.00| 700.00000 11900.00| 650.00000 11050.00 24" Roadway Pipe End Treatment, Class 1 | | | 0290 619A004 3.000 EACH| 550.00000 1650.00| 800.00000 2400.00| 850.00000 2550.00 30" Roadway Pipe End Treatment, Class 1 | | | 0300 619B017 2.000 EACH| 550.00000 1100.00| 700.00000 1400.00| 750.00000 1500.00 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0310 621C015 7.000 EACH| 2100.00000 14700.00| 1900.00000 13300.00| 2200.00000 15400.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0320 621C017 1.000 EACH| 2250.00000 2250.00| 2100.00000 2100.00| 2400.00000 2400.00 Inlets, Type S1 Or S3 (2 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030530038 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 11014 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |JOE KEENUM EXCAVATION & CON |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 621C036 2.000 EACH| 2750.00000 5500.00| 2150.00000 4300.00| 2300.00000 4600.00 Inlets, Type S1 Or S3 (1 Wing)(Modified | | | 0340 621C049 2.000 EACH| 2750.00000 5500.00| 2350.00000 4700.00| 2500.00000 5000.00 Inlets, Type S1 Or S3 (2 Wing)(Modified | | | 0350 623A000 20.000 LF | 20.00000 400.00| 20.00000 400.00| 12.00000 240.00 Concrete Gutter | | | 0360 623C000 2793.000 LF | 12.50000 34912.50| 10.50000 29326.50| 9.40000 26254.20 Combination Curb & Gutter, Type C | | | 0370 630A001 2538.000 LF | 11.06000 28070.28| 10.05000 25506.90| 10.35000 26268.30 Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C070 12.000 EACH| 1237.50000 14850.00| 11.25000 135.00| 1150.00000 13800.00 Guardrail End Anchor, Type 10 Series | | | 0390 650A000 664.000 CUYD| 6.00000 3984.00| 10.50000 6972.00| 8.50000 5644.00 Topsoil | | | 0400 652A053 4.000 ACRE| 660.00000 2640.00| 500.00000 2000.00| 625.00000 2500.00 Seeding (Mix 1E) | | | 0410 654A000 701.000 SQYD| 3.85000 2698.85| 3.65000 2558.65| 4.25000 2979.25 Solid Sodding | | | 0420 656A001 4.000 ACRE| 660.00000 2640.00| 500.00000 2000.00| 460.00000 1840.00 Mulching, Class A, Type 2 | | | 0430 659A000 6644.000 SQYD| 2.20000 14616.80| 2.25000 14949.00| 2.35000 15613.40 Erosion Control Netting, Class A | | | 0440 665F000 80.000 EACH| 4.50000 360.00| 5.00000 400.00| 6.00000 480.00 Hay Bales | | | 0450 665J000 946.000 LF | 4.50000 4257.00| 5.00000 4730.00| 4.50000 4257.00 Silt Fence, Type A | | | 0460 680A000 LUMP| 40000.00000 40000.00| 10000.00000 10000.00| 4000.00000 4000.00 Engineering Controls | | | 0470 701A031 2.000 MILE| 1980.00000 3960.00| 2000.00000 4000.00| 1850.00000 3700.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0480 701A035 2.000 MILE| 1980.00000 3960.00| 2500.00000 5000.00| 1850.00000 3700.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0490 701C001 6.000 MILE| 495.00000 2970.00| 500.00000 3000.00| 500.00000 3000.00 Solid Temporary Traffic Stripe | | | 0500 703A002 96.000 SQFT| 2.53000 242.88| 3.00000 288.00| 2.40000 230.40 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030530038 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 11014 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |JOE KEENUM EXCAVATION & CON |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 703B002 158.000 SQFT| 2.53000 399.74| 4.00000 632.00| 2.80000 442.40 Traffic Control Legends, Class 2, Type | | | 0520 703D001 96.000 SQFT| 0.64000 61.44| 1.50000 144.00| 0.80000 76.80 Temporary Traffic Control Markings | | | 0530 705A037 148.000 EACH| 6.60000 976.80| 10.00000 1480.00| 7.00000 1036.00 Pavement Markers, Class A-H, Type 2-D | | | 0540 710A115 72.000 SQFT| 15.35000 1105.20| 21.00000 1512.00| 22.00000 1584.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0550 710B001 150.000 LF | 7.43000 1114.50| 7.50000 1125.00| 7.60000 1140.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0560 740B000 624.000 SQFT| 8.50000 5304.00| 10.00000 6240.00| 10.00000 6240.00 Construction Signs | | | 0570 740D000 50.000 EACH| 40.00000 2000.00| 15.00000 750.00| 70.00000 3500.00 Channelizing Drums | | | 0580 740E000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 30.00000 1500.00 Cones (36 Inches High) | | | 0590 740F002 14.000 EACH| 165.00000 2310.00| 200.00000 2800.00| 450.00000 6300.00 Barricades, Type III | | | 0600 740I005 7.000 EACH| 137.50000 962.50| 300.00000 2100.00| 450.00000 3150.00 Warning Lights, Type B (Detachable Head | | | 0610 740M001 50.000 EACH| 7.50000 375.00| 6.00000 300.00| 7.00000 350.00 Ballast For Cone | | | 0620 740O000 1.000 EACH| 2150.00000 2150.00| 5000.00000 5000.00| 80.00000 80.00 Pilot Car | | | SECTION TOTALS | $ 563,956.93| $ 590,167.35| $ 595,405.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 563,956.93| $ 590,167.35| $ 595,405.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 038 -6 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030530038 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 18031 |( 5 ) 01087 |( ) |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 4000.00000 4000.00| 4342.70000 4342.70| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206D000 821.000 LF | 8.00000 6568.00| 6.56000 5385.76| Removing Pipe | | | 0030 210A000 5150.000 CUYD| 8.00000 41200.00| 12.80000 65920.00| Unclassified Excavation | | | 0040 210D000 1626.000 CUYD| 7.50000 12195.00| 14.36000 23349.36| Borrow Excavation | | | 0050 214A000 1440.000 CUYD| 14.00000 20160.00| 2.88000 4147.20| Structure Excavation | | | 0060 214B001 542.000 CUYD| 18.00000 9756.00| 8.95000 4850.90| Foundation Backfill, Commercial | | | 0070 301A004 2318.000 SQYD| 5.00000 11590.00| 5.65000 13096.70| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 401B108 16158.000 SQYD| 1.25000 20197.50| 0.89000 14380.62| Bituminous Treatment G (With Polymer | | | Additive) | | | 0090 405A000 472.000 GAL | 2.00000 944.00| 1.03000 486.16| Tack Coat | | | 0100 408A052 2222.000 SQYD| 2.40000 5332.80| 2.27000 5043.94| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0110 429A221 1635.000 TON | 38.00000 62130.00| 40.46000 66152.10| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429B225 225.000 TON | 36.50000 8212.50| 57.44000 12924.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0130 429B227 725.000 TON | 43.50000 31537.50| 41.08000 29783.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0140 429B232 844.000 TON | 35.75000 30173.00| 36.69000 30966.36| Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 038 -7 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030530038 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 18031 |( 5 ) 01087 |( ) |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 430B014 550.000 TON | 15.00000 8250.00| 9.63000 5296.50| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0160 430B017 100.000 TON | 15.00000 1500.00| 13.07000 1307.00| Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0170 533A098 636.000 LF | 35.00000 22260.00| 53.07000 33752.52| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0180 533A099 827.000 LF | 41.00000 33907.00| 61.41000 50786.07| 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0190 533A100 326.000 LF | 52.50000 17115.00| 82.07000 26754.82| 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0200 533B099 178.000 LF | 53.00000 9434.00| 74.39000 13241.42| 29" Span, 18" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0210 600A000 LUMP| 28000.00000 28000.00| 57023.09000 57023.09| Mobilization | | | 0220 606A001 110.000 LF | 9.00000 990.00| 28.22000 3104.20| 8" Underdrain Pipe | | | 0230 610C000 62.000 TON | 25.00000 1550.00| 57.62000 3572.44| Loose Riprap, Class 1 | | | 0240 610C001 134.000 TON | 17.00000 2278.00| 25.12000 3366.08| Loose Riprap, Class 2 | | | 0250 610D003 311.000 SQYD| 5.00000 1555.00| 1.34000 416.74| Filter Blanket, Geotextile | | | 0260 614A000 35.000 CUYD| 500.00000 17500.00| 300.90000 10531.50| Slope Paving | | | 0270 619A002 5.000 EACH| 1000.00000 5000.00| 791.10000 3955.50| 18" Roadway Pipe End Treatment, Class 1 | | | 0280 619A003 17.000 EACH| 600.00000 10200.00| 869.33000 14778.61| 24" Roadway Pipe End Treatment, Class 1 | | | 0290 619A004 3.000 EACH| 1254.89000 3764.67| 1060.36000 3181.08| 30" Roadway Pipe End Treatment, Class 1 | | | 0300 619B017 2.000 EACH| 1000.00000 2000.00| 1244.20000 2488.40| 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0310 621C015 7.000 EACH| 2100.00000 14700.00| 2346.00000 16422.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0320 621C017 1.000 EACH| 2600.00000 2600.00| 2652.00000 2652.00| Inlets, Type S1 Or S3 (2 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 038 -8 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030530038 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 18031 |( 5 ) 01087 |( ) |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 621C036 2.000 EACH| 2200.00000 4400.00| 2805.00000 5610.00| Inlets, Type S1 Or S3 (1 Wing)(Modified | | | 0340 621C049 2.000 EACH| 2600.00000 5200.00| 2805.00000 5610.00| Inlets, Type S1 Or S3 (2 Wing)(Modified | | | 0350 623A000 20.000 LF | 20.00000 400.00| 20.40000 408.00| Concrete Gutter | | | 0360 623C000 2793.000 LF | 12.50000 34912.50| 8.42000 23517.06| Combination Curb & Gutter, Type C | | | 0370 630A001 2538.000 LF | 16.70000 42384.60| 10.25000 26014.50| Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C070 12.000 EACH| 1200.00000 14400.00| 1147.50000 13770.00| Guardrail End Anchor, Type 10 Series | | | 0390 650A000 664.000 CUYD| 12.00000 7968.00| 17.73000 11772.72| Topsoil | | | 0400 652A053 4.000 ACRE| 600.00000 2400.00| 459.00000 1836.00| Seeding (Mix 1E) | | | 0410 654A000 701.000 SQYD| 3.50000 2453.50| 3.57000 2502.57| Solid Sodding | | | 0420 656A001 4.000 ACRE| 600.00000 2400.00| 459.00000 1836.00| Mulching, Class A, Type 2 | | | 0430 659A000 6644.000 SQYD| 2.00000 13288.00| 2.55000 16942.20| Erosion Control Netting, Class A | | | 0440 665F000 80.000 EACH| 5.00000 400.00| 14.36000 1148.80| Hay Bales | | | 0450 665J000 946.000 LF | 4.00000 3784.00| 3.44000 3254.24| Silt Fence, Type A | | | 0460 680A000 LUMP| 3500.00000 3500.00| 12883.54000 12883.54| Engineering Controls | | | 0470 701A031 2.000 MILE| 2000.00000 4000.00| 1927.80000 3855.60| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0480 701A035 2.000 MILE| 2000.00000 4000.00| 1927.80000 3855.60| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0490 701C001 6.000 MILE| 500.00000 3000.00| 481.95000 2891.70| Solid Temporary Traffic Stripe | | | 0500 703A002 96.000 SQFT| 3.00000 288.00| 2.46000 236.16| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 038 -9 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030530038 COUNTIES : COLBERT LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 18031 |( 5 ) 01087 |( ) |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 703B002 158.000 SQFT| 4.00000 632.00| 2.46000 388.68| Traffic Control Legends, Class 2, Type | | | 0520 703D001 96.000 SQFT| 1.50000 144.00| 0.62000 59.52| Temporary Traffic Control Markings | | | 0530 705A037 148.000 EACH| 10.00000 1480.00| 6.43000 951.64| Pavement Markers, Class A-H, Type 2-D | | | 0540 710A115 72.000 SQFT| 15.00000 1080.00| 14.94000 1075.68| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0550 710B001 150.000 LF | 5.00000 750.00| 7.23000 1084.50| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0560 740B000 624.000 SQFT| 7.00000 4368.00| 7.50000 4680.00| Construction Signs | | | 0570 740D000 50.000 EACH| 35.00000 1750.00| 70.30000 3515.00| Channelizing Drums | | | 0580 740E000 50.000 EACH| 3.00000 150.00| 10.23000 511.50| Cones (36 Inches High) | | | 0590 740F002 14.000 EACH| 300.00000 4200.00| 204.50000 2863.00| Barricades, Type III | | | 0600 740I005 7.000 EACH| 75.00000 525.00| 133.88000 937.16| Warning Lights, Type B (Detachable Head | | | 0610 740M001 50.000 EACH| 2.00000 100.00| 3.83000 191.50| Ballast For Cone | | | 0620 740O000 1.000 EACH| 1200.00000 1200.00| 72.72000 72.72| Pilot Car | | | SECTION TOTALS | $ 612,157.57| $ 687,734.36| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 612,157.57| $ 687,734.36| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20030530039 COUNTIES : MONROE LETTING DATE : 05/30/03 10:00 AM DIVISION : 08 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1807(201) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#5 over Murder Creek east of Pine Orchard. Length - 0.141 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 314,444.44 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 350,000.00 111.3074% 3 14008 NEWELL & BUSH, INC. $ 356,879.95 113.4954% 4 13099 MCINNIS, LLC $ 388,221.85 123.4628% 5 06001 F & W CONSTRUCTION COMPANY, INC. $ 393,254.74 125.0633% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030530039 COUNTIES : MONROE LETTING DATE : 05/30/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 14008 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 6000.00000 6000.00| 2500.00000 2500.00| 8500.00000 8500.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 9+98.65 | | | 0030 210A000 806.000 CUYD| 5.00000 4030.00| 5.00000 4030.00| 5.35000 4312.10 Unclassified Excavation | | | 0040 210D021 100.000 CUYD| 25.00000 2500.00| 25.00000 2500.00| 20.25000 2025.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 301A102 1774.000 SQYD| 2.95000 5233.30| 2.95000 5233.30| 5.05000 8958.70 Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0060 401A000 1433.000 SQYD| 0.58000 831.14| 0.58000 831.14| 0.60000 859.80 Bituminous Treatment A | | | 0070 424A341 113.000 TON | 76.00000 8588.00| 76.00000 8588.00| 80.00000 9040.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 502A000 2293.000 LB | 1.00000 2293.00| 1.00000 2293.00| 0.50000 1146.50 Steel Reinforcement | | | 0090 505A032 2.000 EACH| 1000.00000 2000.00| 2000.00000 4000.00| 2000.00000 4000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0100 505B102 2.000 EACH| 500.00000 1000.00| 2000.00000 4000.00| 2000.00000 4000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0110 505M002 1350.000 LF | 19.00000 25650.00| 12.00000 16200.00| 20.20000 27270.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0120 508A000 256.000 LB | 3.00000 768.00| 2.00000 512.00| 3.25000 832.00 Structural Steel | | | 0130 510A000 40.000 CUYD| 400.00000 16000.00| 650.00000 26000.00| 615.00000 24600.00 Bridge Substructure Concrete, Class A | | | 0140 511A000 55.000 EACH| 75.00000 4125.00| 50.00000 2750.00| 65.00000 3575.00 Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030530039 COUNTIES : MONROE LETTING DATE : 05/30/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 14008 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512B004 3.000 EACH| 2900.00000 8700.00| 3750.00000 11250.00| 3800.00000 11400.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512C004 24.000 EACH| 2900.00000 69600.00| 3000.00000 72000.00| 3000.00000 72000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0170 512C007 8.000 EACH| 3100.00000 24800.00| 3200.00000 25600.00| 3100.00000 24800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0180 512D002 4.000 EACH| 3000.00000 12000.00| 3000.00000 12000.00| 3300.00000 13200.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0190 512D005 4.000 EACH| 3000.00000 12000.00| 3250.00000 13000.00| 3300.00000 13200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0200 600A000 LUMP| 25000.00000 25000.00| 67399.06000 67399.06| 35000.00000 35000.00 Mobilization | | | 0210 610C001 812.000 TON | 28.00000 22736.00| 28.00000 22736.00| 30.00000 24360.00 Loose Riprap, Class 2 | | | 0220 610D003 635.000 SQYD| 5.00000 3175.00| 2.25000 1428.75| 3.25000 2063.75 Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1350.00000 5400.00| 1350.00000 5400.00| 1500.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0250 650A000 66.000 CUYD| 30.00000 1980.00| 30.00000 1980.00| 10.00000 660.00 Topsoil | | | 0260 652A061 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00 Seeding (Mix 3E) | | | 0270 656A000 1.000 ACRE| 550.00000 550.00| 550.00000 550.00| 1250.00000 1250.00 Mulching, Class A, Type 1 | | | 0280 656A001 1.000 ACRE| 550.00000 550.00| 550.00000 550.00| 1250.00000 1250.00 Mulching, Class A, Type 2 | | | 0290 665F000 75.000 EACH| 5.00000 375.00| 5.00000 375.00| 20.00000 1500.00 Hay Bales | | | 0300 665J000 1511.000 LF | 5.00000 7555.00| 3.75000 5666.25| 3.10000 4684.10 Silt Fence, Type A | | | 0310 680A000 LUMP| 5500.00000 5500.00| 5500.00000 5500.00| 5000.00000 5000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030530039 COUNTIES : MONROE LETTING DATE : 05/30/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 14008 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701A031 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 2600.00000 2600.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0330 701A035 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 2600.00000 2600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0340 701C001 1.000 MILE| 450.00000 450.00| 450.00000 450.00| 1000.00000 1000.00 Solid Temporary Traffic Stripe | | | 0350 740B000 237.000 SQFT| 15.00000 3555.00| 7.50000 1777.50| 9.00000 2133.00 Construction Signs | | | 0360 740F002 8.000 EACH| 400.00000 3200.00| 150.00000 1200.00| 255.00000 2040.00 Barricades, Type III | | | 0370 740I005 4.000 EACH| 500.00000 2000.00| 100.00000 400.00| 255.00000 1020.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 314,444.44| $ 350,000.00| $ 356,879.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 314,444.44| $ 350,000.00| $ 356,879.95 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030530039 COUNTIES : MONROE LETTING DATE : 05/30/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 06001 |( ) |MCINNIS, LLC |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 5000.00000 5000.00| 55000.00000 55000.00| Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 60000.00000 60000.00| Removal Of Old Bridge, Station 9+98.65 | | | 0030 210A000 806.000 CUYD| 5.00000 4030.00| 2.00000 1612.00| Unclassified Excavation | | | 0040 210D021 100.000 CUYD| 20.00000 2000.00| 1.00000 100.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 301A102 1774.000 SQYD| 5.00000 8870.00| 5.00000 8870.00| Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0060 401A000 1433.000 SQYD| 1.10000 1576.30| 0.58000 831.14| Bituminous Treatment A | | | 0070 424A341 113.000 TON | 65.00000 7345.00| 76.00000 8588.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 502A000 2293.000 LB | 0.65000 1490.45| 1.00000 2293.00| Steel Reinforcement | | | 0090 505A032 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0100 505B102 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0110 505M002 1350.000 LF | 24.00000 32400.00| 10.00000 13500.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0120 508A000 256.000 LB | 2.00000 512.00| 2.00000 512.00| Structural Steel | | | 0130 510A000 40.000 CUYD| 520.00000 20800.00| 200.00000 8000.00| Bridge Substructure Concrete, Class A | | | 0140 511A000 55.000 EACH| 99.00000 5445.00| 80.00000 4400.00| Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 039 -6 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030530039 COUNTIES : MONROE LETTING DATE : 05/30/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 06001 |( ) |MCINNIS, LLC |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512B004 3.000 EACH| 4500.00000 13500.00| 2500.00000 7500.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512C004 24.000 EACH| 4000.00000 96000.00| 3000.00000 72000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0170 512C007 8.000 EACH| 4350.00000 34800.00| 3200.00000 25600.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0180 512D002 4.000 EACH| 5024.00000 20096.00| 3500.00000 14000.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0190 512D005 4.000 EACH| 5024.00000 20096.00| 3500.00000 14000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0200 600A000 LUMP| 24000.00000 24000.00| 35000.00000 35000.00| Mobilization | | | 0210 610C001 812.000 TON | 27.50000 22330.00| 32.00000 25984.00| Loose Riprap, Class 2 | | | 0220 610D003 635.000 SQYD| 3.00000 1905.00| 4.00000 2540.00| Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1000.00000 4000.00| 1100.00000 4400.00| Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1550.00000 6200.00| 1700.00000 6800.00| Guardrail End Anchor, Type 20 Series | | | 0250 650A000 66.000 CUYD| 10.00000 660.00| 10.00000 660.00| Topsoil | | | 0260 652A061 1.000 ACRE| 1000.00000 1000.00| 1.00000 1.00| Seeding (Mix 3E) | | | 0270 656A000 1.000 ACRE| 0.10000 0.10| 1.00000 1.00| Mulching, Class A, Type 1 | | | 0280 656A001 1.000 ACRE| 1500.00000 1500.00| 1.00000 1.00| Mulching, Class A, Type 2 | | | 0290 665F000 75.000 EACH| 20.00000 1500.00| 5.00000 375.00| Hay Bales | | | 0300 665J000 1511.000 LF | 3.00000 4533.00| 2.60000 3928.60| Silt Fence, Type A | | | 0310 680A000 LUMP| 12500.00000 12500.00| 1000.00000 1000.00| Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 039 -7 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030530039 COUNTIES : MONROE LETTING DATE : 05/30/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 06001 |( ) |MCINNIS, LLC |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701A031 1.000 MILE| 2500.00000 2500.00| 1.00000 1.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0330 701A035 1.000 MILE| 2500.00000 2500.00| 1.00000 1.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0340 701C001 1.000 MILE| 1000.00000 1000.00| 1.00000 1.00| Solid Temporary Traffic Stripe | | | 0350 740B000 237.000 SQFT| 9.00000 2133.00| 15.00000 3555.00| Construction Signs | | | 0360 740F002 8.000 EACH| 250.00000 2000.00| 350.00000 2800.00| Barricades, Type III | | | 0370 740I005 4.000 EACH| 250.00000 1000.00| 350.00000 1400.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 388,221.85| $ 393,254.74| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 388,221.85| $ 393,254.74| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20030530040 COUNTIES : CULLMAN LETTING DATE : 05/30/03 10:00 AM DIVISION : 01 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-2220(200) for constructing the Resurfacing and Traffic Stripe on C.R.# 490 (Golf Course Road) from I-65 in Dodge City to S.R.#3 (U.S.#31). Length - 6.780 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 909,493.90 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 933,520.09 102.6417% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030530040 COUNTIES : CULLMAN LETTING DATE : 05/30/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( ) |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 301A004 31840.000 SQYD| 2.40000 76416.00| 2.42000 77052.80| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0020 401B106 31840.000 SQYD| 1.41000 44894.40| 1.34000 42665.60| Bituminous Treatment JG (With Polymer | | | Additive) | | | 0030 401B108 92000.000 SQYD| 0.64950 59754.00| 0.63000 57960.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 6500.000 GAL | 0.90000 5850.00| 0.50000 3250.00| Tack Coat | | | 0050 429A241 7600.000 TON | 36.34000 276184.00| 34.06000 258856.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0060 429B241 10200.000 TON | 28.43000 289986.00| 27.25000 277950.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0070 429B249 2500.000 TON | 28.43000 71075.00| 28.39000 70975.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0080 429C245 1000.000 TON | 27.98000 27980.00| 50.46000 50460.00| Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0090 600A000 LUMP| 5000.00000 5000.00| 43488.90000 43488.90| Mobilization | | | 0100 665F000 100.000 EACH| 4.00000 400.00| 3.00000 300.00| Hay Bales | | | 0110 665J000 500.000 LF | 2.50000 1250.00| 1.50000 750.00| Silt Fence, Type A | | | 0120 701A031 14.000 MILE| 1200.00000 16800.00| 1060.50000 14847.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0130 701A035 10.000 MILE| 1500.00000 15000.00| 1196.85000 11968.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030530040 COUNTIES : CULLMAN LETTING DATE : 05/30/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( ) |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A045 5.000 MILE| 850.00000 4250.00| 757.50000 3787.50| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701C000 20.000 MILE| 340.00000 6800.00| 434.30000 8686.00| Broken Temporary Traffic Stripe | | | 0160 701C001 10.000 MILE| 360.00000 3600.00| 484.80000 4848.00| Solid Temporary Traffic Stripe | | | 0170 703A002 1047.000 SQFT| 3.00000 3141.00| 2.53000 2648.91| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 137.000 SQFT| 3.50000 479.50| 3.54000 484.98| Traffic Control Legends, Class 2, Type | | | 0190 740B000 317.000 SQFT| 2.00000 634.00| 7.70000 2440.90| Construction Signs | | | 0200 740E000 100.000 EACH| 0.00000 0.00| 1.00000 100.00| Cones (36 Inches High) | | | SECTION TOTALS | $ 909,493.90| $ 933,520.09| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 909,493.90| $ 933,520.09| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20030530041 COUNTIES : ESCAMBIA LETTING DATE : 05/30/03 10:00 AM DIVISION : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-2711(200) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#49 over Little Juniper Creek west of Brewton. Length - 0.046 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 239,788.50 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 267,657.00 111.6221% 3 13021 MURPHREE BRIDGE CORPORATION $ 271,000.00 113.0163% 4 14008 NEWELL & BUSH, INC. $ 285,464.70 119.0485% 5 13099 MCINNIS, LLC $ 296,705.00 123.7361% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030530041 COUNTIES : ESCAMBIA LETTING DATE : 05/30/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 10000.00000 10000.00| 40000.00000 40000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 4+00 | | | 0020 210A000 260.000 CUYD| 3.00000 780.00| 15.00000 3900.00| 3.50000 910.00 Unclassified Excavation | | | 0030 405A000 11.000 GAL | 3.00000 33.00| 3.00000 33.00| 3.00000 33.00 Tack Coat | | | 0040 429A200 20.000 TON | 99.00000 1980.00| 99.00000 1980.00| 99.00000 1980.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429C201 45.000 TON | 99.00000 4455.00| 99.00000 4455.00| 99.00000 4455.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0060 502A000 99.000 LB | 0.50000 49.50| 1.00000 99.00| 1.00000 99.00 Steel Reinforcement | | | 0070 505A032 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 1870.000 LF | 20.00000 37400.00| 10.00000 18700.00| 17.00000 31790.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 2.000 EACH| 2200.00000 4400.00| 2500.00000 5000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0110 510A000 11.000 CUYD| 375.00000 4125.00| 350.00000 3850.00| 650.00000 7150.00 Bridge Substructure Concrete, Class A | | | 0120 511A000 44.000 EACH| 100.00000 4400.00| 80.00000 3520.00| 50.00000 2200.00 Elastomeric Bearings, Type 1 | | | 0130 512A015 2.000 EACH| 3700.00000 7400.00| 3000.00000 6000.00| 3500.00000 7000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0140 512B005 2.000 EACH| 3800.00000 7600.00| 3000.00000 6000.00| 3750.00000 7500.00 Precast Concrete Intermediate Bent Caps | | | 2'-9" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030530041 COUNTIES : ESCAMBIA LETTING DATE : 05/30/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C004 18.000 EACH| 2800.00000 50400.00| 3000.00000 54000.00| 3000.00000 54000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0160 512C007 6.000 EACH| 3000.00000 18000.00| 3200.00000 19200.00| 3200.00000 19200.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0170 512D002 2.000 EACH| 3000.00000 6000.00| 3500.00000 7000.00| 3000.00000 6000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 1.000 EACH| 2900.00000 2900.00| 3500.00000 3500.00| 3250.00000 3250.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512D012 2.000 EACH| 3300.00000 6600.00| 3600.00000 7200.00| 3500.00000 7000.00 Precast Concrete Barrier Rail End | | | Section, 34' -2 1/8 " LONG | | | 0200 512D015 1.000 EACH| 3300.00000 3300.00| 3600.00000 3600.00| 3500.00000 3500.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34' -4 1/4" LONG | | | 0210 512E002 24.000 EACH| 600.00000 14400.00| 500.00000 12000.00| 550.00000 13200.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0220 512F002 12.000 EACH| 800.00000 9600.00| 550.00000 6600.00| 650.00000 7800.00 Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 4.000 EACH| 650.00000 2600.00| 550.00000 2200.00| 650.00000 2600.00 Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 11000.00000 11000.00| 25000.00000 25000.00| 32354.00000 32354.00 Mobilization | | | 0250 610C001 244.000 TON | 29.00000 7076.00| 35.00000 8540.00| 40.00000 9760.00 Loose Riprap, Class 2 | | | 0260 610D003 280.000 SQYD| 5.00000 1400.00| 3.50000 980.00| 2.50000 700.00 Filter Blanket, Geotextile | | | 0270 630A001 50.000 LF | 11.00000 550.00| 10.00000 500.00| 11.00000 550.00 Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C003 4.000 EACH| 950.00000 3800.00| 1100.00000 4400.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0290 630C070 4.000 EACH| 1150.00000 4600.00| 1500.00000 6000.00| 1150.00000 4600.00 Guardrail End Anchor, Type 10 Series | | | 0300 665F000 50.000 EACH| 5.00000 250.00| 4.00000 200.00| 6.00000 300.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030530041 COUNTIES : ESCAMBIA LETTING DATE : 05/30/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 665J000 390.000 LF | 4.00000 1560.00| 3.00000 1170.00| 3.60000 1404.00 Silt Fence, Type A | | | 0320 680A000 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 5500.00000 5500.00 Engineering Controls | | | 0330 740B000 262.000 SQFT| 15.00000 3930.00| 15.00000 3930.00| 7.50000 1965.00 Construction Signs | | | 0340 740F002 8.000 EACH| 400.00000 3200.00| 300.00000 2400.00| 150.00000 1200.00 Barricades, Type III | | | 0350 740I005 2.000 EACH| 500.00000 1000.00| 350.00000 700.00| 100.00000 200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 239,788.50| $ 267,657.00| $ 271,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,788.50| $ 267,657.00| $ 271,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 041 -5 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030530041 COUNTIES : ESCAMBIA LETTING DATE : 05/30/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 27000.00000 27000.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 4+00 | | | 0020 210A000 260.000 CUYD| 12.00000 3120.00| 8.00000 2080.00| Unclassified Excavation | | | 0030 405A000 11.000 GAL | 3.20000 35.20| 3.00000 33.00| Tack Coat | | | 0040 429A200 20.000 TON | 105.00000 2100.00| 20.00000 400.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429C201 45.000 TON | 105.00000 4725.00| 45.00000 2025.00| Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0060 502A000 99.000 LB | 1.50000 148.50| 5.00000 495.00| Steel Reinforcement | | | 0070 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 1870.000 LF | 20.95000 39176.50| 27.00000 50490.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 2.000 EACH| 2000.00000 4000.00| 1235.00000 2470.00| Wire Rope Abutment Anchor Assembly | | | 0110 510A000 11.000 CUYD| 600.00000 6600.00| 350.00000 3850.00| Bridge Substructure Concrete, Class A | | | 0120 511A000 44.000 EACH| 50.00000 2200.00| 100.00000 4400.00| Elastomeric Bearings, Type 1 | | | 0130 512A015 2.000 EACH| 4500.00000 9000.00| 2600.00000 5200.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0140 512B005 2.000 EACH| 4600.00000 9200.00| 4500.00000 9000.00| Precast Concrete Intermediate Bent Caps | | | 2'-9" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 041 -6 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030530041 COUNTIES : ESCAMBIA LETTING DATE : 05/30/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C004 18.000 EACH| 2800.00000 50400.00| 4100.00000 73800.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0160 512C007 6.000 EACH| 3200.00000 19200.00| 3000.00000 18000.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0170 512D002 2.000 EACH| 3400.00000 6800.00| 3000.00000 6000.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 1.000 EACH| 3800.00000 3800.00| 4000.00000 4000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512D012 2.000 EACH| 3800.00000 7600.00| 3500.00000 7000.00| Precast Concrete Barrier Rail End | | | Section, 34' -2 1/8 " LONG | | | 0200 512D015 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34' -4 1/4" LONG | | | 0210 512E002 24.000 EACH| 500.00000 12000.00| 500.00000 12000.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0220 512F002 12.000 EACH| 500.00000 6000.00| 600.00000 7200.00| Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 4.000 EACH| 500.00000 2000.00| 450.00000 1800.00| Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 28000.00000 28000.00| 20000.00000 20000.00| Mobilization | | | 0250 610C001 244.000 TON | 38.00000 9272.00| 28.00000 6832.00| Loose Riprap, Class 2 | | | 0260 610D003 280.000 SQYD| 7.00000 1960.00| 5.00000 1400.00| Filter Blanket, Geotextile | | | 0270 630A001 50.000 LF | 22.75000 1137.50| 22.00000 1100.00| Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C003 4.000 EACH| 950.00000 3800.00| 1150.00000 4600.00| Guardrail End Anchor, Type 13 | | | 0290 630C070 4.000 EACH| 1150.00000 4600.00| 925.00000 3700.00| Guardrail End Anchor, Type 10 Series | | | 0300 665F000 50.000 EACH| 6.00000 300.00| 7.00000 350.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 041 -7 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030530041 COUNTIES : ESCAMBIA LETTING DATE : 05/30/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 13099 |( ) |NEWELL & BUSH, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 665J000 390.000 LF | 5.00000 1950.00| 4.00000 1560.00| Silt Fence, Type A | | | 0320 680A000 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| Engineering Controls | | | 0330 740B000 262.000 SQFT| 20.00000 5240.00| 10.00000 2620.00| Construction Signs | | | 0340 740F002 8.000 EACH| 300.00000 2400.00| 350.00000 2800.00| Barricades, Type III | | | 0350 740I005 2.000 EACH| 350.00000 700.00| 500.00000 1000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 285,464.70| $ 296,705.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 285,464.70| $ 296,705.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20030530042 COUNTIES : FRANKLIN LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3000(205) for constructing the Bridge Replacements (Bridge Culverts) ACGBBRZ-3000(206) (3) on various county roads as indicated on the plans. ACGBBRZ-3000(207) Length 0.046 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 364,561.00 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 365,618.60 100.2901% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 372,537.74 102.1880% 4 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 389,441.30 106.8247% 5 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 403,524.80 110.6879% 6 02096 E. O. BYARS CONSTRUCTION, INC. $ 413,860.00 113.5228% 7 16003 PHILLIPS CONTRACTING CO., INC. $ 429,461.72 117.8024% 8 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 472,636.40 129.6454% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030530042 COUNTIES : FRANKLIN LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 07048 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |GLASGOW CONSTRUCTION CO., I |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 3500.00000 3500.00| 2000.00000 2000.00| 7000.00000 7000.00 Removal Of Old Bridge, Station 11+00.00 | | | 0020 206A001 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 7000.00000 7000.00 Removal Of Old Bridge, Station 16+00.00 | | | 0030 206B000 LUMP| 3500.00000 3500.00| 3000.00000 3000.00| 7000.00000 7000.00 Removal Of Old Box Culvert, Station | | | 11+00.00 | | | 0040 214A000 955.000 CUYD| 10.00000 9550.00| 25.00000 23875.00| 12.00000 11460.00 Structure Excavation | | | 0050 214B001 638.000 CUYD| 23.00000 14674.00| 20.00000 12760.00| 21.00000 13398.00 Foundation Backfill, Commercial | | | 0060 502A000 156814.000 LB | 0.50000 78407.00| 0.40000 62725.60| 0.41000 64293.74 Steel Reinforcement | | | 0070 524A011 810.000 CUYD| 245.00000 198450.00| 275.00000 222750.00| 245.00000 198450.00 Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 12500.00000 12500.00| 3000.00000 3000.00| 26000.00000 26000.00 Mobilization | | | 0090 610C001 518.000 TON | 15.00000 7770.00| 30.00000 15540.00| 16.00000 8288.00 Loose Riprap, Class 2 | | | 0100 610D000 488.000 SQYD| 4.25000 2074.00| 0.75000 366.00| 4.00000 1952.00 Filter Blanket | | | 0110 665F000 150.000 EACH| 5.00000 750.00| 5.00000 750.00| 5.00000 750.00 Hay Bales | | | 0120 665J000 720.000 LF | 4.50000 3240.00| 5.00000 3600.00| 5.00000 3600.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 15000.00000 15000.00| 2000.00000 2000.00| 3000.00000 3000.00 Engineering Controls | | | 0140 740B000 594.000 SQFT| 9.00000 5346.00| 8.00000 4752.00| 9.00000 5346.00 Construction Signs | | | 0150 740F002 24.000 EACH| 200.00000 4800.00| 200.00000 4800.00| 450.00000 10800.00 Barricades, Type III | | | 0160 740I005 12.000 EACH| 125.00000 1500.00| 100.00000 1200.00| 350.00000 4200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 364,561.00| $ 365,618.60| $ 372,537.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 364,561.00| $ 365,618.60| $ 372,537.74 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030530042 COUNTIES : FRANKLIN LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 20011 |( 5 ) 03023 |( 6 ) 02096 |TRI-COUNTY CONCRETE CONSTRU |B. H. CRAIG CONSTRUCTION CO |E. O. BYARS CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 11+00.00 | | | 0020 206A001 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 16+00.00 | | | 0030 206B000 LUMP| 7500.00000 7500.00| 8000.00000 8000.00| 8000.00000 8000.00 Removal Of Old Box Culvert, Station | | | 11+00.00 | | | 0040 214A000 955.000 CUYD| 20.00000 19100.00| 10.00000 9550.00| 10.00000 9550.00 Structure Excavation | | | 0050 214B001 638.000 CUYD| 17.50000 11165.00| 25.00000 15950.00| 18.00000 11484.00 Foundation Backfill, Commercial | | | 0060 502A000 156814.000 LB | 0.45000 70566.30| 0.55000 86247.70| 0.25000 39203.50 Steel Reinforcement | | | 0070 524A011 810.000 CUYD| 275.00000 222750.00| 275.00000 222750.00| 352.00000 285120.00 Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 10000.00000 10000.00 Mobilization | | | 0090 610C001 518.000 TON | 18.00000 9324.00| 25.00000 12950.00| 21.00000 10878.00 Loose Riprap, Class 2 | | | 0100 610D000 488.000 SQYD| 4.50000 2196.00| 2.00000 976.00| 2.50000 1220.00 Filter Blanket | | | 0110 665F000 150.000 EACH| 10.00000 1500.00| 6.00000 900.00| 5.00000 750.00 Hay Bales | | | 0120 665J000 720.000 LF | 10.00000 7200.00| 3.00000 2160.00| 5.50000 3960.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 7500.00000 7500.00| 9000.00000 9000.00| 8000.00000 8000.00 Engineering Controls | | | 0140 740B000 594.000 SQFT| 10.00000 5940.00| 8.15000 4841.10| 9.25000 5494.50 Construction Signs | | | 0150 740F002 24.000 EACH| 200.00000 4800.00| 175.00000 4200.00| 225.00000 5400.00 Barricades, Type III | | | 0160 740I005 12.000 EACH| 200.00000 2400.00| 250.00000 3000.00| 400.00000 4800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 389,441.30| $ 403,524.80| $ 413,860.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 389,441.30| $ 403,524.80| $ 413,860.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030530042 COUNTIES : FRANKLIN LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 16003 |( 8 ) 11014 |( ) |PHILLIPS CONTRACTING CO., I |JOE KEENUM EXCAVATION & CON | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 7000.00000 7000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 11+00.00 | | | 0020 206A001 LUMP| 8000.00000 8000.00| 18000.00000 18000.00| Removal Of Old Bridge, Station 16+00.00 | | | 0030 206B000 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| Removal Of Old Box Culvert, Station | | | 11+00.00 | | | 0040 214A000 955.000 CUYD| 6.00000 5730.00| 20.00000 19100.00| Structure Excavation | | | 0050 214B001 638.000 CUYD| 22.00000 14036.00| 14.00000 8932.00| Foundation Backfill, Commercial | | | 0060 502A000 156814.000 LB | 0.48000 75270.72| 0.60000 94088.40| Steel Reinforcement | | | 0070 524A011 810.000 CUYD| 325.00000 263250.00| 295.00000 238950.00| Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 17500.00000 17500.00| 25000.00000 25000.00| Mobilization | | | 0090 610C001 518.000 TON | 19.00000 9842.00| 18.00000 9324.00| Loose Riprap, Class 2 | | | 0100 610D000 488.000 SQYD| 3.00000 1464.00| 4.00000 1952.00| Filter Blanket | | | 0110 665F000 150.000 EACH| 6.00000 900.00| 5.00000 750.00| Hay Bales | | | 0120 665J000 720.000 LF | 3.00000 2160.00| 5.00000 3600.00| Silt Fence, Type A | | | 0130 680A000 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| Engineering Controls | | | 0140 740B000 594.000 SQFT| 8.50000 5049.00| 10.00000 5940.00| Construction Signs | | | 0150 740F002 24.000 EACH| 165.00000 3960.00| 400.00000 9600.00| Barricades, Type III | | | 0160 740I005 12.000 EACH| 150.00000 1800.00| 200.00000 2400.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 429,461.72| $ 472,636.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 429,461.72| $ 472,636.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20030530043 COUNTIES : GREENE LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : PLH-3200 (901) for constructing the Grade, Drainage and Pavement on River Road from Forkland Park to S.R.#13 (U.S.#43) near Forkland. Length - 1.276 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20023 TEN-T CORPORATION $ 328,557.75 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 344,803.57 104.9446% 3 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 348,438.04 106.0508% 4 20050 TOMLIN CONSTRUCTION, LLC $ 362,417.09 110.3054% 5 16048 WALKER PATTON COMPANY, INC. $ 395,449.10 120.3591% 6 18024 RACON, INC. $ 471,505.96 143.5078% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030530043 COUNTIES : GREENE LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20023 |( 2 ) 07048 |( 3 ) 02033 |TEN-T CORPORATION |GLASGOW CONSTRUCTION CO., I |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 20000.00000 20000.00| 8000.00000 8000.00| 4200.00000 4200.00 Clearing & Grubbing (Approximately 10 | | | Acres) | | | 0020 210A000 5025.000 CUYD| 3.50000 17587.50| 3.00000 15075.00| 3.25000 16331.25 Unclassified Excavation | | | 0030 210D021 1390.000 CUYD| 5.50000 7645.00| 5.00000 6950.00| 6.75000 9382.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 214A000 59.000 CUYD| 10.00000 590.00| 10.00000 590.00| 12.00000 708.00 Structure Excavation | | | 0050 214B001 15.000 CUYD| 25.00000 375.00| 30.00000 450.00| 20.00000 300.00 Foundation Backfill, Commercial | | | 0060 230A000 68.000 RBST| 150.00000 10200.00| 300.00000 20400.00| 142.00000 9656.00 Roadbed Processing | | | 0070 301A222 16855.000 SQYD| 3.25000 54778.75| 2.94000 49553.70| 2.94000 49553.70 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0080 401A000 16855.000 SQYD| 0.40000 6742.00| 0.42000 7079.10| 0.42000 7079.10 Bituminous Treatment A | | | 0090 405A000 495.000 GAL | 1.00000 495.00| 1.00000 495.00| 1.00000 495.00 Tack Coat | | | 0100 424A340 907.000 TON | 45.00000 40815.00| 44.77000 40606.39| 44.77000 40606.39 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B636 1813.000 TON | 42.00000 76146.00| 42.20000 76508.60| 42.20000 76508.60 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0120 530A101 28.000 LF | 15.00000 420.00| 20.00000 560.00| 45.00000 1260.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0130 530A102 16.000 LF | 25.00000 400.00| 30.00000 480.00| 53.00000 848.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0140 530A103 32.000 LF | 29.50000 944.00| 45.00000 1440.00| 60.00000 1920.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030530043 COUNTIES : GREENE LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20023 |( 2 ) 07048 |( 3 ) 02033 |TEN-T CORPORATION |GLASGOW CONSTRUCTION CO., I |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 530A104 4.000 LF | 50.00000 200.00| 80.00000 320.00| 85.00000 340.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0160 535A001 120.000 LF | 18.00000 2160.00| 20.00000 2400.00| 45.00000 5400.00 18" Side Drain Pipe | | | 0170 600A000 LUMP| 9500.00000 9500.00| 20000.00000 20000.00| 20000.00000 20000.00 Mobilization | | | 0180 619A002 6.000 EACH| 525.00000 3150.00| 400.00000 2400.00| 550.00000 3300.00 18" Roadway Pipe End Treatment, Class 1 | | | 0190 619A003 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| 650.00000 1300.00 24" Roadway Pipe End Treatment, Class 1 | | | 0200 619A004 4.000 EACH| 750.00000 3000.00| 600.00000 2400.00| 800.00000 3200.00 30" Roadway Pipe End Treatment, Class 1 | | | 0210 619A055 2.000 EACH| 1400.00000 2800.00| 1100.00000 2200.00| 900.00000 1800.00 36" Roadway Pipe End Treatment, Class 2 | | | 0220 619A101 6.000 EACH| 475.00000 2850.00| 400.00000 2400.00| 550.00000 3300.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 620A000 3.000 CUYD| 500.00000 1500.00| 1000.00000 3000.00| 900.00000 2700.00 Minor Structure Concrete | | | 0240 650A000 1682.000 CUYD| 5.00000 8410.00| 6.00000 10092.00| 8.10000 13624.20 Topsoil | | | 0250 652A056 6.000 ACRE| 500.00000 3000.00| 500.00000 3000.00| 550.00000 3300.00 Seeding (Mix 2E) | | | 0260 656A000 2.000 ACRE| 500.00000 1000.00| 500.00000 1000.00| 550.00000 1100.00 Mulching, Class A, Type 1 | | | 0270 656A001 4.000 ACRE| 500.00000 2000.00| 600.00000 2400.00| 550.00000 2200.00 Mulching, Class A, Type 2 | | | 0280 665F000 420.000 EACH| 7.50000 3150.00| 5.00000 2100.00| 5.00000 2100.00 Hay Bales | | | 0290 665I000 120.000 TON | 22.00000 2640.00| 30.00000 3600.00| 26.50000 3180.00 Temporary Riprap, Class 2 | | | 0300 665J000 6262.000 LF | 4.00000 25048.00| 5.00000 31310.00| 4.00000 25048.00 Silt Fence, Type A | | | 0310 665K000 520.000 CUYD| 2.00000 1040.00| 5.00000 2600.00| 7.00000 3640.00 Drainage Sump Excavation | | | 0320 680A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 25200.00000 25200.00 Engineering Controls | | | 0330 701A006 3.000 MILE| 500.00000 1500.00| 400.00000 1200.00| 500.00000 1500.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030530043 COUNTIES : GREENE LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20023 |( 2 ) 07048 |( 3 ) 02033 |TEN-T CORPORATION |GLASGOW CONSTRUCTION CO., I |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 701A014 3.000 MILE| 500.00000 1500.00| 400.00000 1200.00| 500.00000 1500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0350 701C001 6.000 MILE| 500.00000 3000.00| 400.00000 2400.00| 500.00000 3000.00 Solid Temporary Traffic Stripe | | | 0360 703A000 154.000 SQFT| 1.50000 231.00| 0.58000 89.32| 1.50000 231.00 Traffic Control Markings, Class 1, Type | | | A | | | 0370 703B000 137.000 SQFT| 1.50000 205.50| 0.58000 79.46| 1.50000 205.50 Traffic Control Legends, Class 1, Type | | | 0380 740B000 168.000 SQFT| 12.50000 2100.00| 8.00000 1344.00| 12.00000 2016.00 Construction Signs | | | 0390 740D000 75.000 EACH| 40.00000 3000.00| 70.00000 5250.00| 5.00000 375.00 Channelizing Drums | | | 0400 740E000 149.000 EACH| 10.00000 1490.00| 11.00000 1639.00| 0.10000 14.90 Cones (36 Inches High) | | | 0410 740M001 149.000 EACH| 5.00000 745.00| 8.00000 1192.00| 0.10000 14.90 Ballast For Cone | | | SECTION TOTALS | $ 328,557.75| $ 344,803.57| $ 348,438.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 328,557.75| $ 344,803.57| $ 348,438.04 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 043 -5 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030530043 COUNTIES : GREENE LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 16048 |( 6 ) 18024 |TOMLIN CONSTRUCTION, LLC |WALKER PATTON COMPANY, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 43000.00000 43000.00| 42000.00000 42000.00| 25000.00000 25000.00 Clearing & Grubbing (Approximately 10 | | | Acres) | | | 0020 210A000 5025.000 CUYD| 5.00000 25125.00| 4.73000 23768.25| 7.00000 35175.00 Unclassified Excavation | | | 0030 210D021 1390.000 CUYD| 6.00000 8340.00| 7.00000 9730.00| 12.00000 16680.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 214A000 59.000 CUYD| 25.00000 1475.00| 16.00000 944.00| 20.00000 1180.00 Structure Excavation | | | 0050 214B001 15.000 CUYD| 30.00000 450.00| 33.00000 495.00| 45.00000 675.00 Foundation Backfill, Commercial | | | 0060 230A000 68.000 RBST| 300.00000 20400.00| 145.00000 9860.00| 450.00000 30600.00 Roadbed Processing | | | 0070 301A222 16855.000 SQYD| 3.50000 58992.50| 3.25000 54778.75| 4.50000 75847.50 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0080 401A000 16855.000 SQYD| 0.42000 7079.10| 0.42000 7079.10| 0.44000 7416.20 Bituminous Treatment A | | | 0090 405A000 495.000 GAL | 1.00000 495.00| 1.00000 495.00| 1.05000 519.75 Tack Coat | | | 0100 424A340 907.000 TON | 44.77000 40606.39| 46.00000 41722.00| 47.01000 42638.07 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B636 1813.000 TON | 42.20000 76508.60| 43.00000 77959.00| 45.36000 82237.68 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0120 530A101 28.000 LF | 50.00000 1400.00| 35.00000 980.00| 68.00000 1904.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0130 530A102 16.000 LF | 55.00000 880.00| 52.00000 832.00| 73.50000 1176.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0140 530A103 32.000 LF | 60.00000 1920.00| 61.00000 1952.00| 82.30000 2633.60 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 043 -6 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030530043 COUNTIES : GREENE LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 16048 |( 6 ) 18024 |TOMLIN CONSTRUCTION, LLC |WALKER PATTON COMPANY, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 530A104 4.000 LF | 100.00000 400.00| 80.00000 320.00| 185.00000 740.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0160 535A001 120.000 LF | 20.00000 2400.00| 27.00000 3240.00| 23.00000 2760.00 18" Side Drain Pipe | | | 0170 600A000 LUMP| 2000.00000 2000.00| 40275.00000 40275.00| 27500.00000 27500.00 Mobilization | | | 0180 619A002 6.000 EACH| 250.00000 1500.00| 550.00000 3300.00| 465.00000 2790.00 18" Roadway Pipe End Treatment, Class 1 | | | 0190 619A003 2.000 EACH| 400.00000 800.00| 700.00000 1400.00| 572.00000 1144.00 24" Roadway Pipe End Treatment, Class 1 | | | 0200 619A004 4.000 EACH| 550.00000 2200.00| 875.00000 3500.00| 767.00000 3068.00 30" Roadway Pipe End Treatment, Class 1 | | | 0210 619A055 2.000 EACH| 600.00000 1200.00| 1475.00000 2950.00| 2095.00000 4190.00 36" Roadway Pipe End Treatment, Class 2 | | | 0220 619A101 6.000 EACH| 300.00000 1800.00| 550.00000 3300.00| 465.00000 2790.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 620A000 3.000 CUYD| 750.00000 2250.00| 550.00000 1650.00| 1000.00000 3000.00 Minor Structure Concrete | | | 0240 650A000 1682.000 CUYD| 6.00000 10092.00| 7.00000 11774.00| 12.00000 20184.00 Topsoil | | | 0250 652A056 6.000 ACRE| 450.00000 2700.00| 500.00000 3000.00| 646.00000 3876.00 Seeding (Mix 2E) | | | 0260 656A000 2.000 ACRE| 450.00000 900.00| 500.00000 1000.00| 513.00000 1026.00 Mulching, Class A, Type 1 | | | 0270 656A001 4.000 ACRE| 450.00000 1800.00| 500.00000 2000.00| 620.00000 2480.00 Mulching, Class A, Type 2 | | | 0280 665F000 420.000 EACH| 6.00000 2520.00| 5.00000 2100.00| 5.00000 2100.00 Hay Bales | | | 0290 665I000 120.000 TON | 25.00000 3000.00| 31.00000 3720.00| 25.00000 3000.00 Temporary Riprap, Class 2 | | | 0300 665J000 6262.000 LF | 3.00000 18786.00| 2.00000 12524.00| 3.00000 18786.00 Silt Fence, Type A | | | 0310 665K000 520.000 CUYD| 10.00000 5200.00| 4.00000 2080.00| 0.10000 52.00 Drainage Sump Excavation | | | 0320 680A000 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 30000.00000 30000.00 Engineering Controls | | | 0330 701A006 3.000 MILE| 500.00000 1500.00| 500.00000 1500.00| 550.00000 1650.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 043 -7 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030530043 COUNTIES : GREENE LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 16048 |( 6 ) 18024 |TOMLIN CONSTRUCTION, LLC |WALKER PATTON COMPANY, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 701A014 3.000 MILE| 500.00000 1500.00| 500.00000 1500.00| 550.00000 1650.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0350 701C001 6.000 MILE| 500.00000 3000.00| 500.00000 3000.00| 550.00000 3300.00 Solid Temporary Traffic Stripe | | | 0360 703A000 154.000 SQFT| 1.50000 231.00| 1.50000 231.00| 1.65000 254.10 Traffic Control Markings, Class 1, Type | | | A | | | 0370 703B000 137.000 SQFT| 1.50000 205.50| 1.50000 205.50| 1.65000 226.05 Traffic Control Legends, Class 1, Type | | | 0380 740B000 168.000 SQFT| 7.00000 1176.00| 7.00000 1176.00| 15.22000 2556.96 Construction Signs | | | 0390 740D000 75.000 EACH| 58.00000 4350.00| 62.00000 4650.00| 77.36000 5802.00 Channelizing Drums | | | 0400 740E000 149.000 EACH| 9.00000 1341.00| 10.00000 1490.00| 11.45000 1706.05 Cones (36 Inches High) | | | 0410 740M001 149.000 EACH| 6.00000 894.00| 6.50000 968.50| 8.00000 1192.00 Ballast For Cone | | | SECTION TOTALS | $ 362,417.09| $ 395,449.10| $ 471,505.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 362,417.09| $ 395,449.10| $ 471,505.96 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20030530045 COUNTIES : LAMAR LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3800(202) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Four Oaks Road over Cantrell Mill Creek west of Pikeville. Length - 0.097 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 298,536.89 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 334,478.80 112.0394% 3 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 348,205.90 116.6375% 4 02096 E. O. BYARS CONSTRUCTION, INC. $ 355,835.83 119.1933% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030530045 COUNTIES : LAMAR LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 07048 |( 3 ) 20011 |PHILLIPS CONTRACTING CO., I |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A000 LUMP| 1500.00000 1500.00| 500.00000 500.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 5+41.64 | | | 0030 210A000 770.000 CUYD| 3.00000 2310.00| 5.00000 3850.00| 10.00000 7700.00 Unclassified Excavation | | | 0040 210D011 8104.000 CUYD| 5.25000 42546.00| 4.00000 32416.00| 7.50000 60780.00 Borrow Excavation (A-4 or Better) | | | 0050 214A000 529.000 CUYD| 6.00000 3174.00| 15.00000 7935.00| 10.00000 5290.00 Structure Excavation | | | 0060 214B001 407.000 CUYD| 22.00000 8954.00| 20.00000 8140.00| 18.00000 7326.00 Foundation Backfill, Commercial | | | 0070 230A000 6.000 RBST| 500.00000 3000.00| 500.00000 3000.00| 500.00000 3000.00 Roadbed Processing | | | 0080 301A012 1618.000 SQYD| 5.35000 8656.30| 18.00000 29124.00| 7.00000 11326.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A011 1156.000 SQYD| 5.00000 5780.00| 20.00000 23120.00| 9.25000 10693.00 Bituminous Treatment AKG | | | 0100 502A000 93852.000 LB | 0.42000 39417.84| 0.40000 37540.80| 0.45000 42233.40 Steel Reinforcement | | | 0110 524A011 468.000 CUYD| 240.00000 112320.00| 275.00000 128700.00| 285.00000 133380.00 Culvert Concrete (Cast In Place) | | | 0120 600A000 LUMP| 14500.00000 14500.00| 8000.00000 8000.00| 5000.00000 5000.00 Mobilization | | | 0130 610C001 653.000 TON | 22.25000 14529.25| 30.00000 19590.00| 20.00000 13060.00 Loose Riprap, Class 2 | | | 0140 610D003 516.000 SQYD| 3.00000 1548.00| 1.00000 516.00| 5.00000 2580.00 Filter Blanket, Geotextile | | | 0150 630A001 275.000 LF | 12.50000 3437.50| 15.00000 4125.00| 12.50000 3437.50 Steel Beam Guardrail, Class A, Type 2 | | | 0160 630C050 4.000 EACH| 1285.00000 5140.00| 1800.00000 7200.00| 1285.00000 5140.00 Guardrail End Anchor, Type 20 Series | | | 0170 650B000 560.000 CUYD| 5.00000 2800.00| 5.00000 2800.00| 5.75000 3220.00 Topsoil From Stockpiles | | | 0180 652A056 1.000 ACRE| 2250.00000 2250.00| 500.00000 500.00| 750.00000 750.00 Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030530045 COUNTIES : LAMAR LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 07048 |( 3 ) 20011 |PHILLIPS CONTRACTING CO., I |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 656A001 1.000 ACRE| 1750.00000 1750.00| 500.00000 500.00| 750.00000 750.00 Mulching, Class A, Type 2 | | | 0200 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 10.00000 500.00 Hay Bales | | | 0210 665J000 1000.000 LF | 3.00000 3000.00| 5.00000 5000.00| 10.00000 10000.00 Silt Fence, Type A | | | 0220 680A000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 5000.00000 5000.00 Engineering Controls | | | 0230 740B000 84.000 SQFT| 8.50000 714.00| 8.00000 672.00| 10.00000 840.00 Construction Signs | | | 0240 740F002 4.000 EACH| 165.00000 660.00| 200.00000 800.00| 200.00000 800.00 Barricades, Type III | | | 0250 740I005 2.000 EACH| 150.00000 300.00| 100.00000 200.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 298,536.89| $ 334,478.80| $ 348,205.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 298,536.89| $ 334,478.80| $ 348,205.90 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030530045 COUNTIES : LAMAR LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 02096 |( ) |( ) |E. O. BYARS CONSTRUCTION, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 6000.00000 6000.00| | Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A000 LUMP| 6000.00000 6000.00| | Removal Of Old Bridge, Station 5+41.64 | | | 0030 210A000 770.000 CUYD| 5.00000 3850.00| | Unclassified Excavation | | | 0040 210D011 8104.000 CUYD| 7.00000 56728.00| | Borrow Excavation (A-4 or Better) | | | 0050 214A000 529.000 CUYD| 5.25000 2777.25| | Structure Excavation | | | 0060 214B001 407.000 CUYD| 24.00000 9768.00| | Foundation Backfill, Commercial | | | 0070 230A000 6.000 RBST| 260.00000 1560.00| | Roadbed Processing | | | 0080 301A012 1618.000 SQYD| 13.00000 21034.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A011 1156.000 SQYD| 9.25000 10693.00| | Bituminous Treatment AKG | | | 0100 502A000 93852.000 LB | 0.29000 27217.08| | Steel Reinforcement | | | 0110 524A011 468.000 CUYD| 330.00000 154440.00| | Culvert Concrete (Cast In Place) | | | 0120 600A000 LUMP| 8000.00000 8000.00| | Mobilization | | | 0130 610C001 653.000 TON | 24.00000 15672.00| | Loose Riprap, Class 2 | | | 0140 610D003 516.000 SQYD| 2.25000 1161.00| | Filter Blanket, Geotextile | | | 0150 630A001 275.000 LF | 12.50000 3437.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0160 630C050 4.000 EACH| 1285.00000 5140.00| | Guardrail End Anchor, Type 20 Series | | | 0170 650B000 560.000 CUYD| 5.00000 2800.00| | Topsoil From Stockpiles | | | 0180 652A056 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 045 -5 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030530045 COUNTIES : LAMAR LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 02096 |( ) |( ) |E. O. BYARS CONSTRUCTION, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 656A001 1.000 ACRE| 1100.00000 1100.00| | Mulching, Class A, Type 2 | | | 0200 665F000 50.000 EACH| 5.00000 250.00| | Hay Bales | | | 0210 665J000 1000.000 LF | 5.50000 5500.00| | Silt Fence, Type A | | | 0220 680A000 LUMP| 9000.00000 9000.00| | Engineering Controls | | | 0230 740B000 84.000 SQFT| 12.00000 1008.00| | Construction Signs | | | 0240 740F002 4.000 EACH| 300.00000 1200.00| | Barricades, Type III | | | 0250 740I005 2.000 EACH| 250.00000 500.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 355,835.83| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 355,835.83| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20030530046 COUNTIES : LAUDERDALE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 CONTRACT TIME : 175 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3914(200) for constructing the Bridge Replacements (1 Drilled Shaft Bridge & 2 Bridge Culverts) and Approaches on C.R.#8 over Cypress Creek southwest of Cloverdale. Length - 0.661 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 1,334,851.80 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 1,416,898.25 106.1465% 3 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 1,567,881.45 117.4573% 4 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 1,589,577.42 119.0827% 5 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,782,642.14 133.5461% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030530046 COUNTIES : LAUDERDALE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 18036 |( 3 ) 11014 |S & M EQUIPMENT CO., INC. |RILEY BRIDGE & ENGINEERING |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 25000.00000 25000.00 Clearing & Grubbing (Approximately 5 | | | Acres) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 24+35.00 | | | 0030 206A001 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 9000.00000 9000.00 Removal Of Old Bridge, Station 30+50.00 | | | 0040 206B000 LUMP| 2250.00000 2250.00| 1500.00000 1500.00| 2000.00000 2000.00 Removal Of Old Box Culvert, Station | | | 0+00.00 | | | 0050 206B001 LUMP| 2250.00000 2250.00| 1500.00000 1500.00| 1000.00000 1000.00 Removal Of Old Box Culvert, Station 42. | | | 82.50 | | | 0060 206D000 120.000 LF | 8.00000 960.00| 5.50000 660.00| 3.00000 360.00 Removing Pipe | | | 0070 210A000 2347.000 CUYD| 2.00000 4694.00| 7.85000 18423.95| 4.00000 9388.00 Unclassified Excavation | | | 0080 210D000 34037.000 CUYD| 2.35000 79986.95| 5.60000 190607.20| 5.60000 190607.20 Borrow Excavation | | | 0090 214A000 1475.000 CUYD| 10.00000 14750.00| 11.00000 16225.00| 18.00000 26550.00 Structure Excavation | | | 0100 214B001 544.000 CUYD| 26.00000 14144.00| 18.00000 9792.00| 18.00000 9792.00 Foundation Backfill, Commercial | | | 0110 230A000 41.000 RBST| 300.00000 12300.00| 130.00000 5330.00| 300.00000 12300.00 Roadbed Processing | | | 0120 405A000 593.000 GAL | 1.50000 889.50| 1.15000 681.95| 1.40000 830.20 Tack Coat | | | 0130 424A341 742.000 TON | 37.00000 27454.00| 43.50000 32277.00| 47.00000 34874.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B636 1088.000 TON | 28.00000 30464.00| 39.50000 42976.00| 37.00000 40256.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0150 424C341 1483.000 TON | 26.00000 38558.00| 35.60000 52794.80| 37.00000 54871.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030530046 COUNTIES : LAUDERDALE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 18036 |( 3 ) 11014 |S & M EQUIPMENT CO., INC. |RILEY BRIDGE & ENGINEERING |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 502A000 154935.000 LB | 0.50000 77467.50| 0.46000 71270.10| 0.48000 74368.80 Steel Reinforcement | | | 0170 502B000 LUMP| 39000.00000 39000.00| 37000.00000 37000.00| 39000.00000 39000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 23+95, APPROX 81600 | | | LBS | | | 0180 505G004 20.000 EACH| 110.00000 2200.00| 98.00000 1960.00| 110.00000 2200.00 Pile Points (Type A, 14") | | | 0190 505M004 1189.000 LF | 24.50000 29130.50| 24.00000 28536.00| 24.50000 29130.50 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0200 506A006 212.000 LF | 185.00000 39220.00| 180.00000 38160.00| 185.00000 39220.00 Drilled Shaft Excavation, 5'-6" Diamete | | | 0210 506B006 44.000 LF | 1500.00000 66000.00| 1490.00000 65560.00| 1500.00000 66000.00 Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0220 506C045 262.000 LF | 145.00000 37990.00| 141.00000 36942.00| 145.00000 37990.00 Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0230 506F009 218.000 LF | 310.00000 67580.00| 295.00000 64310.00| 310.00000 67580.00 Permanent Drilled Shaft Casing, 5'-6" | | | Diameter | | | 0240 506G005 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| 1050.00000 4200.00 Crosshole Sonic Logging, 5'-6" Diameter | | | 0250 508A000 6000.000 LB | 3.80000 22800.00| 3.50000 21000.00| 3.80000 22800.00 Structural Steel | | | 0260 510A000 148.000 CUYD| 325.00000 48100.00| 310.00000 45880.00| 325.00000 48100.00 Bridge Substructure Concrete, Class A | | | 0270 510C051 LUMP| 146000.00000 146000.00| 138000.00000 138000.00| 146000.00000 146000.00 Bridge Concrete Superstructure, 23+95, | | | APPROX 401 CU YDS | | | 0280 510E000 955.000 SQYD| 3.25000 3103.75| 2.85000 2721.75| 3.25000 3103.75 Grooving Concrete Bridge Decks | | | 0290 511A001 24.000 EACH| 180.00000 4320.00| 165.00000 3960.00| 180.00000 4320.00 Elastomeric Bearings, Type 2 | | | 0300 513B017 1422.000 LF | 136.00000 193392.00| 120.00000 170640.00| 136.00000 193392.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0310 524A011 348.000 CUYD| 245.00000 85260.00| 260.00000 90480.00| 295.00000 102660.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030530046 COUNTIES : LAUDERDALE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 18036 |( 3 ) 11014 |S & M EQUIPMENT CO., INC. |RILEY BRIDGE & ENGINEERING |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 535A085 20.000 LF | 40.00000 800.00| 31.00000 620.00| 30.00000 600.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0330 600A000 LUMP| 100000.00000 100000.00| 109000.00000 109000.00| 150000.00000 150000.00 Mobilization | | | 0340 610C001 1672.000 TON | 16.00000 26752.00| 18.00000 30096.00| 16.00000 26752.00 Loose Riprap, Class 2 | | | 0350 610D000 1264.000 SQYD| 1.25000 1580.00| 3.00000 3792.00| 4.00000 5056.00 Filter Blanket | | | 0360 619A102 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 650.00000 1300.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0370 630C003 4.000 EACH| 1181.25000 4725.00| 1150.00000 4600.00| 1210.00000 4840.00 Guardrail End Anchor, Type 13 | | | 0380 630C070 4.000 EACH| 1270.50000 5082.00| 1250.00000 5000.00| 1125.00000 4500.00 Guardrail End Anchor, Type 10 Series | | | 0390 650A000 395.000 CUYD| 6.00000 2370.00| 10.50000 4147.50| 8.00000 3160.00 Topsoil | | | 0400 650B000 1610.000 CUYD| 2.50000 4025.00| 5.50000 8855.00| 6.00000 9660.00 Topsoil From Stockpiles | | | 0410 652A053 5.000 ACRE| 1050.00000 5250.00| 750.00000 3750.00| 500.00000 2500.00 Seeding (Mix 1E) | | | 0420 656A000 5.000 ACRE| 1050.00000 5250.00| 565.00000 2825.00| 500.00000 2500.00 Mulching, Class A, Type 1 | | | 0430 665F000 400.000 EACH| 4.00000 1600.00| 5.00000 2000.00| 5.00000 2000.00 Hay Bales | | | 0440 665J000 1300.000 LF | 3.00000 3900.00| 5.00000 6500.00| 5.00000 6500.00 Silt Fence, Type A | | | 0450 680A000 LUMP| 30000.00000 30000.00| 6000.00000 6000.00| 22000.00000 22000.00 Engineering Controls | | | 0460 701A004 2.000 MILE| 525.00000 1050.00| 1050.00000 2100.00| 500.00000 1000.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0470 701A012 2.000 MILE| 525.00000 1050.00| 1050.00000 2100.00| 500.00000 1000.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0480 703A000 20.000 SQFT| 1.58000 31.60| 1.75000 35.00| 1.50000 30.00 Traffic Control Markings, Class 1, Type | | | A | | | 0490 740B000 429.000 SQFT| 8.00000 3432.00| 10.00000 4290.00| 10.00000 4290.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030530046 COUNTIES : LAUDERDALE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 18036 |( 3 ) 11014 |S & M EQUIPMENT CO., INC. |RILEY BRIDGE & ENGINEERING |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 740F002 6.000 EACH| 165.00000 990.00| 500.00000 3000.00| 250.00000 1500.00 Barricades, Type III | | | 0510 740I005 6.000 EACH| 500.00000 3000.00| 500.00000 3000.00| 300.00000 1800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,334,851.80| $ 1,416,898.25| $ 1,567,881.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,334,851.80| $ 1,416,898.25| $ 1,567,881.45 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 046 -6 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030530046 COUNTIES : LAUDERDALE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 03023 |( 5 ) 03001 |( ) |B. H. CRAIG CONSTRUCTION CO |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 5800.00000 5800.00| 86500.00000 86500.00| Clearing & Grubbing (Approximately 5 | | | Acres) | | | 0020 206A000 LUMP| 6960.00000 6960.00| 23950.68000 23950.68| Removal Of Old Bridge, Station 24+35.00 | | | 0030 206A001 LUMP| 2320.00000 2320.00| 8000.00000 8000.00| Removal Of Old Bridge, Station 30+50.00 | | | 0040 206B000 LUMP| 700.00000 700.00| 7000.00000 7000.00| Removal Of Old Box Culvert, Station | | | 0+00.00 | | | 0050 206B001 LUMP| 1200.00000 1200.00| 10000.00000 10000.00| Removal Of Old Box Culvert, Station 42. | | | 82.50 | | | 0060 206D000 120.000 LF | 600.00000 72000.00| 11.71000 1405.20| Removing Pipe | | | 0070 210A000 2347.000 CUYD| 3.00000 7041.00| 3.85000 9035.95| Unclassified Excavation | | | 0080 210D000 34037.000 CUYD| 5.00000 170185.00| 4.22000 143636.14| Borrow Excavation | | | 0090 214A000 1475.000 CUYD| 3.00000 4425.00| 7.57000 11165.75| Structure Excavation | | | 0100 214B001 544.000 CUYD| 95.00000 51680.00| 26.48000 14405.12| Foundation Backfill, Commercial | | | 0110 230A000 41.000 RBST| 385.00000 15785.00| 349.42000 14326.22| Roadbed Processing | | | 0120 405A000 593.000 GAL | 1.20000 711.60| 1.09000 646.37| Tack Coat | | | 0130 424A341 742.000 TON | 46.56000 34547.52| 42.33000 31408.86| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B636 1088.000 TON | 41.21000 44836.48| 37.46000 40756.48| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0150 424C341 1483.000 TON | 38.24000 56709.92| 34.76000 51549.08| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 046 -7 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030530046 COUNTIES : LAUDERDALE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 03023 |( 5 ) 03001 |( ) |B. H. CRAIG CONSTRUCTION CO |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 502A000 154935.000 LB | 0.55000 85214.25| 0.46000 71270.10| Steel Reinforcement | | | 0170 502B000 LUMP| 44880.00000 44880.00| 36782.91000 36782.91| Steel Reinforcement For Bridge | | | Superstructure, STA 23+95, APPROX 81600 | | | LBS | | | 0180 505G004 20.000 EACH| 150.00000 3000.00| 139.39000 2787.80| Pile Points (Type A, 14") | | | 0190 505M004 1189.000 LF | 42.00000 49938.00| 28.51000 33898.39| Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0200 506A006 212.000 LF | 415.00000 87980.00| 108.64000 23031.68| Drilled Shaft Excavation, 5'-6" Diamete | | | 0210 506B006 44.000 LF | 1437.00000 63228.00| 2240.00000 98560.00| Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0220 506C045 262.000 LF | 101.00000 26462.00| 182.00000 47684.00| Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0230 506F009 218.000 LF | 178.00000 38804.00| 238.12000 51910.16| Permanent Drilled Shaft Casing, 5'-6" | | | Diameter | | | 0240 506G005 4.000 EACH| 2300.00000 9200.00| 3100.00000 12400.00| Crosshole Sonic Logging, 5'-6" Diameter | | | 0250 508A000 6000.000 LB | 3.00000 18000.00| 2.77000 16620.00| Structural Steel | | | 0260 510A000 148.000 CUYD| 325.00000 48100.00| 504.93000 74729.64| Bridge Substructure Concrete, Class A | | | 0270 510C051 LUMP| 130325.00000 130325.00| 202000.00000 202000.00| Bridge Concrete Superstructure, 23+95, | | | APPROX 401 CU YDS | | | 0280 510E000 955.000 SQYD| 3.00000 2865.00| 2.45000 2339.75| Grooving Concrete Bridge Decks | | | 0290 511A001 24.000 EACH| 230.00000 5520.00| 187.59000 4502.16| Elastomeric Bearings, Type 2 | | | 0300 513B017 1422.000 LF | 134.50000 191259.00| 124.54000 177095.88| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0310 524A011 348.000 CUYD| 260.00000 90480.00| 433.86000 150983.28| Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 046 -8 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030530046 COUNTIES : LAUDERDALE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 03023 |( 5 ) 03001 |( ) |B. H. CRAIG CONSTRUCTION CO |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 535A085 20.000 LF | 50.00000 1000.00| 50.65000 1013.00| 24" Side Drain Pipe (Class 3 R.C.) | | | 0330 600A000 LUMP| 137120.00000 137120.00| 205000.00000 205000.00| Mobilization | | | 0340 610C001 1672.000 TON | 18.00000 30096.00| 17.00000 28424.00| Loose Riprap, Class 2 | | | 0350 610D000 1264.000 SQYD| 2.00000 2528.00| 1.34000 1693.76| Filter Blanket | | | 0360 619A102 2.000 EACH| 500.00000 1000.00| 950.00000 1900.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0370 630C003 4.000 EACH| 1350.00000 5400.00| 1125.00000 4500.00| Guardrail End Anchor, Type 13 | | | 0380 630C070 4.000 EACH| 1500.00000 6000.00| 1210.00000 4840.00| Guardrail End Anchor, Type 10 Series | | | 0390 650A000 395.000 CUYD| 8.15000 3219.25| 7.60000 3002.00| Topsoil | | | 0400 650B000 1610.000 CUYD| 3.50000 5635.00| 7.08000 11398.80| Topsoil From Stockpiles | | | 0410 652A053 5.000 ACRE| 875.00000 4375.00| 472.50000 2362.50| Seeding (Mix 1E) | | | 0420 656A000 5.000 ACRE| 875.00000 4375.00| 420.00000 2100.00| Mulching, Class A, Type 1 | | | 0430 665F000 400.000 EACH| 6.00000 2400.00| 6.38000 2552.00| Hay Bales | | | 0440 665J000 1300.000 LF | 3.00000 3900.00| 3.20000 4160.00| Silt Fence, Type A | | | 0450 680A000 LUMP| 1.00000 1.00| 40225.12000 40225.12| Engineering Controls | | | 0460 701A004 2.000 MILE| 580.00000 1160.00| 505.00000 1010.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0470 701A012 2.000 MILE| 580.00000 1160.00| 505.00000 1010.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0480 703A000 20.000 SQFT| 1.75000 35.00| 1.52000 30.40| Traffic Control Markings, Class 1, Type | | | A | | | 0490 740B000 429.000 SQFT| 11.60000 4976.40| 7.42000 3183.18| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 046 -9 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030530046 COUNTIES : LAUDERDALE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 03023 |( 5 ) 03001 |( ) |B. H. CRAIG CONSTRUCTION CO |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 740F002 6.000 EACH| 290.00000 1740.00| 159.00000 954.00| Barricades, Type III | | | 0510 740I005 6.000 EACH| 550.00000 3300.00| 483.63000 2901.78| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,589,577.42| $ 1,782,642.14| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,589,577.42| $ 1,782,642.14| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20030530047 COUNTIES : LAWRENCE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4000(207) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#150 over an Unnamed Branch south of Courtland. Length - 0.004 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02011 BROOKS & SON CONSTRUCTION $ 73,152.00 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 80,890.30 110.5784% 3 19074 S & M EQUIPMENT CO., INC. $ 83,927.00 114.7296% 4 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 87,984.38 120.2761% 5 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 88,984.92 121.6439% 6 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 93,143.75 127.3291% 7 16003 PHILLIPS CONTRACTING CO., INC. $ 95,376.50 130.3813% 8 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 103,877.00 142.0016% 9 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 105,580.40 144.3302% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030530047 COUNTIES : LAWRENCE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 02011 |( 2 ) 07048 |( 3 ) 19074 |BROOKS & SON CONSTRUCTION |GLASGOW CONSTRUCTION CO., I |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 206A000 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 8+81.60 | | | 0020 214A000 403.000 CUYD| 12.00000 4836.00| 30.00000 12090.00| 10.00000 4030.00 Structure Excavation | | | 0030 214B001 96.000 CUYD| 16.00000 1536.00| 20.00000 1920.00| 22.00000 2112.00 Foundation Backfill, Commercial | | | 0040 502A000 20054.000 LB | 0.45000 9024.30| 0.45000 9024.30| 0.50000 10027.00 Steel Reinforcement | | | 0050 524A011 150.000 CUYD| 250.00000 37500.00| 300.00000 45000.00| 260.00000 39000.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 10000.00000 10000.00 Mobilization | | | 0070 665F000 50.000 EACH| 4.00000 200.00| 10.00000 500.00| 7.50000 375.00 Hay Bales | | | 0080 665J000 560.000 LF | 4.50000 2520.00| 5.00000 2800.00| 5.00000 2800.00 Silt Fence, Type A | | | 0090 680A000 LUMP| 1000.00000 1000.00| 500.00000 500.00| 6000.00000 6000.00 Engineering Controls | | | 0100 740B000 287.000 SQFT| 8.50000 2439.50| 8.00000 2296.00| 9.00000 2583.00 Construction Signs | | | 0110 740F002 10.000 EACH| 236.00000 2360.00| 160.00000 1600.00| 275.00000 2750.00 Barricades, Type III | | | 0120 740I005 2.000 EACH| 118.10000 236.20| 80.00000 160.00| 125.00000 250.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 73,152.00| $ 80,890.30| $ 83,927.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 73,152.00| $ 80,890.30| $ 83,927.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030530047 COUNTIES : LAWRENCE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 03071 |( 5 ) 18036 |( 6 ) 03023 |CHRISTOPHER PLUMBING & ELEC |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 3000.00000 3000.00| 4500.00000 4500.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 8+81.60 | | | 0020 214A000 403.000 CUYD| 25.00000 10075.00| 9.00000 3627.00| 25.00000 10075.00 Structure Excavation | | | 0030 214B001 96.000 CUYD| 14.25000 1368.00| 22.00000 2112.00| 25.00000 2400.00 Foundation Backfill, Commercial | | | 0040 502A000 20054.000 LB | 0.47000 9425.38| 0.48000 9625.92| 0.55000 11029.70 Steel Reinforcement | | | 0050 524A011 150.000 CUYD| 280.00000 42000.00| 320.00000 48000.00| 275.00000 41250.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 12180.00000 12180.00| 9500.00000 9500.00| 15000.00000 15000.00 Mobilization | | | 0070 665F000 50.000 EACH| 4.00000 200.00| 5.00000 250.00| 6.00000 300.00 Hay Bales | | | 0080 665J000 560.000 LF | 4.00000 2240.00| 5.00000 2800.00| 3.00000 1680.00 Silt Fence, Type A | | | 0090 680A000 LUMP| 3000.00000 3000.00| 900.00000 900.00| 2000.00000 2000.00 Engineering Controls | | | 0100 740B000 287.000 SQFT| 8.00000 2296.00| 10.00000 2870.00| 8.15000 2339.05 Construction Signs | | | 0110 740F002 10.000 EACH| 200.00000 2000.00| 400.00000 4000.00| 175.00000 1750.00 Barricades, Type III | | | 0120 740I005 2.000 EACH| 100.00000 200.00| 400.00000 800.00| 160.00000 320.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 87,984.38| $ 88,984.92| $ 93,143.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 87,984.38| $ 88,984.92| $ 93,143.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030530047 COUNTIES : LAWRENCE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 16003 |( 8 ) 20011 |( 9 ) 11014 |PHILLIPS CONTRACTING CO., I |TRI-COUNTY CONCRETE CONSTRU |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 2000.00000 2000.00| 20000.00000 20000.00| 18000.00000 18000.00 Removal Of Old Bridge, Station 8+81.60 | | | 0020 214A000 403.000 CUYD| 6.00000 2418.00| 20.00000 8060.00| 20.00000 8060.00 Structure Excavation | | | 0030 214B001 96.000 CUYD| 22.00000 2112.00| 20.00000 1920.00| 14.00000 1344.00 Foundation Backfill, Commercial | | | 0040 502A000 20054.000 LB | 0.50000 10027.00| 0.50000 10027.00| 0.60000 12032.40 Steel Reinforcement | | | 0050 524A011 150.000 CUYD| 400.00000 60000.00| 300.00000 45000.00| 295.00000 44250.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 10000.00000 10000.00 Mobilization | | | 0070 665F000 50.000 EACH| 5.00000 250.00| 10.00000 500.00| 5.00000 250.00 Hay Bales | | | 0080 665J000 560.000 LF | 3.00000 1680.00| 10.00000 5600.00| 5.00000 2800.00 Silt Fence, Type A | | | 0090 680A000 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 1000.00000 1000.00 Engineering Controls | | | 0100 740B000 287.000 SQFT| 8.50000 2439.50| 10.00000 2870.00| 12.00000 3444.00 Construction Signs | | | 0110 740F002 10.000 EACH| 165.00000 1650.00| 200.00000 2000.00| 400.00000 4000.00 Barricades, Type III | | | 0120 740I005 2.000 EACH| 150.00000 300.00| 200.00000 400.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 95,376.50| $ 103,877.00| $ 105,580.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 95,376.50| $ 103,877.00| $ 105,580.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20030530048 COUNTIES : LAWRENCE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4000(209) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#23 over Troublesome Creek west of Hickory Grove. Length - 0.009 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 86,245.14 100.0000% 2 02011 BROOKS & SON CONSTRUCTION $ 90,224.35 104.6138% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 94,546.15 109.6249% 4 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 97,267.54 112.7803% 5 19074 S & M EQUIPMENT CO., INC. $ 98,354.00 114.0400% 6 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 100,071.15 116.0311% 7 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 106,043.20 122.9556% 8 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 110,518.55 128.1447% 9 16003 PHILLIPS CONTRACTING CO., INC. $ 111,968.50 129.8259% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030530048 COUNTIES : LAWRENCE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 02011 |( 3 ) 07048 |TRI-COUNTY CONCRETE CONSTRU |BROOKS & SON CONSTRUCTION |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 500.00000 500.00 Removal Of Old Bridge, Station 4+92.00 | | | 0020 214A000 535.000 CUYD| 10.00000 5350.00| 12.00000 6420.00| 20.00000 10700.00 Structure Excavation | | | 0030 214B001 246.000 CUYD| 15.00000 3690.00| 16.00000 3936.00| 20.00000 4920.00 Foundation Backfill, Commercial | | | 0040 502A000 37467.000 LB | 0.42000 15736.14| 0.45000 16860.15| 0.45000 16860.15 Steel Reinforcement | | | 0050 524A011 165.000 CUYD| 250.00000 41250.00| 250.00000 41250.00| 300.00000 49500.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| 2000.00000 2000.00 Mobilization | | | 0070 610C001 100.000 TON | 15.00000 1500.00| 25.00000 2500.00| 30.00000 3000.00 Loose Riprap, Class 2 | | | 0080 610D000 66.000 SQYD| 4.00000 264.00| 3.50000 231.00| 2.00000 132.00 Filter Blanket | | | 0090 665F000 50.000 EACH| 7.50000 375.00| 4.00000 200.00| 5.00000 250.00 Hay Bales | | | 0100 665J000 560.000 LF | 10.00000 5600.00| 4.50000 2520.00| 5.00000 2800.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 500.00000 500.00 Engineering Controls | | | 0120 740B000 198.000 SQFT| 10.00000 1980.00| 8.50000 1683.00| 8.00000 1584.00 Construction Signs | | | 0130 740F002 8.000 EACH| 200.00000 1600.00| 236.00000 1888.00| 200.00000 1600.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 200.00000 400.00| 118.10000 236.20| 100.00000 200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 86,245.14| $ 90,224.35| $ 94,546.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 86,245.14| $ 90,224.35| $ 94,546.15 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030530048 COUNTIES : LAWRENCE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 03071 |( 5 ) 19074 |( 6 ) 18036 |CHRISTOPHER PLUMBING & ELEC |S & M EQUIPMENT CO., INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3500.00000 3500.00 Removal Of Old Bridge, Station 4+92.00 | | | 0020 214A000 535.000 CUYD| 10.05000 5376.75| 10.00000 5350.00| 6.00000 3210.00 Structure Excavation | | | 0030 214B001 246.000 CUYD| 14.25000 3505.50| 23.00000 5658.00| 21.00000 5166.00 Foundation Backfill, Commercial | | | 0040 502A000 37467.000 LB | 0.47000 17609.49| 0.50000 18733.50| 0.45000 16860.15 Steel Reinforcement | | | 0050 524A011 165.000 CUYD| 280.00000 46200.00| 245.00000 40425.00| 295.00000 48675.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 11567.00000 11567.00| 10000.00000 10000.00| 10000.00000 10000.00 Mobilization | | | 0070 610C001 100.000 TON | 25.00000 2500.00| 15.00000 1500.00| 20.00000 2000.00 Loose Riprap, Class 2 | | | 0080 610D000 66.000 SQYD| 2.80000 184.80| 4.25000 280.50| 5.00000 330.00 Filter Blanket | | | 0090 665F000 50.000 EACH| 4.00000 200.00| 7.50000 375.00| 5.00000 250.00 Hay Bales | | | 0100 665J000 560.000 LF | 4.00000 2240.00| 5.00000 2800.00| 5.00000 2800.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1500.00000 1500.00| 6000.00000 6000.00| 900.00000 900.00 Engineering Controls | | | 0120 740B000 198.000 SQFT| 8.00000 1584.00| 9.00000 1782.00| 10.00000 1980.00 Construction Signs | | | 0130 740F002 8.000 EACH| 200.00000 1600.00| 275.00000 2200.00| 450.00000 3600.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 100.00000 200.00| 125.00000 250.00| 400.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 97,267.54| $ 98,354.00| $ 100,071.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 97,267.54| $ 98,354.00| $ 100,071.15 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030530048 COUNTIES : LAWRENCE LETTING DATE : 05/30/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 11014 |( 8 ) 03023 |( 9 ) 16003 |JOE KEENUM EXCAVATION & CON |B. H. CRAIG CONSTRUCTION CO |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| 1500.00000 1500.00 Removal Of Old Bridge, Station 4+92.00 | | | 0020 214A000 535.000 CUYD| 10.00000 5350.00| 25.00000 13375.00| 6.00000 3210.00 Structure Excavation | | | 0030 214B001 246.000 CUYD| 14.00000 3444.00| 25.00000 6150.00| 22.00000 5412.00 Foundation Backfill, Commercial | | | 0040 502A000 37467.000 LB | 0.60000 22480.20| 0.55000 20606.85| 0.50000 18733.50 Steel Reinforcement | | | 0050 524A011 165.000 CUYD| 295.00000 48675.00| 275.00000 45375.00| 400.00000 66000.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 7000.00000 7000.00 Mobilization | | | 0070 610C001 100.000 TON | 22.00000 2200.00| 25.00000 2500.00| 20.00000 2000.00 Loose Riprap, Class 2 | | | 0080 610D000 66.000 SQYD| 4.00000 264.00| 3.00000 198.00| 5.00000 330.00 Filter Blanket | | | 0090 665F000 50.000 EACH| 5.00000 250.00| 6.00000 300.00| 6.00000 300.00 Hay Bales | | | 0100 665J000 560.000 LF | 5.00000 2800.00| 3.00000 1680.00| 3.00000 1680.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 2500.00000 2500.00 Engineering Controls | | | 0120 740B000 198.000 SQFT| 10.00000 1980.00| 8.15000 1613.70| 8.50000 1683.00 Construction Signs | | | 0130 740F002 8.000 EACH| 400.00000 3200.00| 175.00000 1400.00| 165.00000 1320.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 200.00000 400.00| 160.00000 320.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 106,043.20| $ 110,518.55| $ 111,968.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 106,043.20| $ 110,518.55| $ 111,968.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20030530052 COUNTIES : MARSHALL LETTING DATE : 05/30/03 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-4809(200) for constructing the Resurfacing and Traffic Stripe on C.R.#14 (Warrenton Road) from Fry Gap Road to Beech Creek southwest of Warrenton. Length 3.645 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 448,580.88 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030530052 COUNTIES : MARSHALL LETTING DATE : 05/30/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B100 47050.000 SQYD| 0.65120 30638.96| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 2118.000 GAL | 1.50000 3177.00| | Tack Coat | | | 0030 424A340 3382.000 TON | 38.17000 129090.94| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424B635 3882.000 TON | 31.24000 121273.68| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0050 424C345 1642.000 TON | 40.15000 65926.30| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 430B014 3000.000 TON | 13.90000 41700.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0070 600A000 LUMP| 18000.00000 18000.00| | Mobilization | | | 0080 701A031 8.000 MILE| 1050.00000 8400.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 6.000 MILE| 1150.00000 6900.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 3.000 MILE| 550.00000 1650.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 3.000 MILE| 375.00000 1125.00| | Broken Temporary Traffic Stripe | | | 0120 701C001 23.000 MILE| 400.00000 9200.00| | Solid Temporary Traffic Stripe | | | 0130 703A002 168.000 SQFT| 3.25000 546.00| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030530052 COUNTIES : MARSHALL LETTING DATE : 05/30/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703B002 72.000 SQFT| 4.00000 288.00| | Traffic Control Legends, Class 2, Type | | | 0150 705A032 482.000 EACH| 5.50000 2651.00| | Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 482.000 EACH| 5.50000 2651.00| | Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 307.000 SQFT| 9.00000 2763.00| | Construction Signs | | | 0180 740O000 1.000 EACH| 2600.00000 2600.00| | Pilot Car | | | SECTION TOTALS | $ 448,580.88| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 448,580.88| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20030530055 COUNTIES : TALLADEGA LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-6117(202) for constructing the Bridge Replacement on Eastaboga Road over Cheaha Creek near Turner. Length - 0.051 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 614,755.20 100.0000% 2 13099 MCINNIS, LLC $ 617,449.00 100.4382% 3 13036 THE MORRIS GROUP, INC. $ 725,535.00 118.0201% 4 23071 WARRIOR CONSTRUCTORS, INC. $ 766,115.42 124.6212% 5 19037 SIMPSON BRIDGE COMPANY, INC. $ 780,091.45 126.8946% 6 01007 ALABAMA BRIDGE BUILDERS, INC. $ 809,571.00 131.6900% 7 19007 SCOTT BRIDGE COMPANY, INC. $ 820,602.00 133.4844% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030530055 COUNTIES : TALLADEGA LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 13036 |NEWELL & BUSH, INC. |MCINNIS, LLC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 46000.00000 46000.00| 20000.00000 20000.00| 38000.00000 38000.00 Removal Of Old Bridge, Station 312+55.0 | | | 0020 210A000 1075.000 CUYD| 6.00000 6450.00| 7.00000 7525.00| 6.80000 7310.00 Unclassified Excavation | | | 0030 215A000 71.000 CUYD| 58.00000 4118.00| 32.00000 2272.00| 35.00000 2485.00 Unclassified Bridge Excavation | | | 0040 502A000 25900.000 LB | 0.55000 14245.00| 0.56000 14504.00| 0.50000 12950.00 Steel Reinforcement | | | 0050 502B000 LUMP| 40000.00000 40000.00| 36000.00000 36000.00| 41000.00000 41000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 312+15 APPROX 75200 | | | LBS | | | 0060 503B011 LUMP| 5000.00000 5000.00| 30000.00000 30000.00| 6200.00000 6200.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 2 | | | 0070 505G003 24.000 EACH| 90.00000 2160.00| 70.00000 1680.00| 99.00000 2376.00 Pile Points (Type A, 12") | | | 0080 505M002 303.000 LF | 27.10000 8211.30| 22.00000 6666.00| 25.00000 7575.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 508A000 5224.000 LB | 2.15000 11231.60| 3.00000 15672.00| 2.00000 10448.00 Structural Steel | | | 0100 510A000 134.000 CUYD| 345.00000 46230.00| 400.00000 53600.00| 495.00000 66330.00 Bridge Substructure Concrete, Class A | | | 0110 510C051 LUMP| 120000.00000 120000.00| 164000.00000 164000.00| 159000.00000 159000.00 Bridge Concrete Superstructure, STA | | | 312+15, APPROX 328 CU YDS | | | 0120 510E000 893.000 SQYD| 2.50000 2232.50| 3.00000 2679.00| 3.00000 2679.00 Grooving Concrete Bridge Decks | | | 0130 511A001 20.000 EACH| 98.00000 1960.00| 200.00000 4000.00| 295.00000 5900.00 Elastomeric Bearings, Type 2 | | | 0140 513B017 1333.000 LF | 125.00000 166625.00| 126.00000 167958.00| 150.00000 199950.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0150 600A000 LUMP| 55000.00000 55000.00| 20000.00000 20000.00| 86000.00000 86000.00 Mobilization | | | 0160 610C001 1258.000 TON | 26.10000 32833.80| 20.00000 25160.00| 21.00000 26418.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030530055 COUNTIES : TALLADEGA LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 13036 |NEWELL & BUSH, INC. |MCINNIS, LLC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 610D000 1300.000 SQYD| 3.50000 4550.00| 2.00000 2600.00| 2.00000 2600.00 Filter Blanket | | | 0180 630A001 800.000 LF | 11.00000 8800.00| 10.20000 8160.00| 10.20000 8160.00 Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C003 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0200 630C070 4.000 EACH| 1200.00000 4800.00| 1125.00000 4500.00| 1125.00000 4500.00 Guardrail End Anchor, Type 10 Series | | | 0210 665F000 150.000 EACH| 12.00000 1800.00| 6.00000 900.00| 6.00000 900.00 Hay Bales | | | 0220 665J000 2500.000 LF | 5.50000 13750.00| 4.80000 12000.00| 2.60000 6500.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 18000.00000 18000.00 Engineering Controls | | | 0240 740B000 397.000 SQFT| 14.00000 5558.00| 9.00000 3573.00| 7.00000 2779.00 Construction Signs | | | 0250 740F002 12.000 EACH| 300.00000 3600.00| 300.00000 3600.00| 150.00000 1800.00 Barricades, Type III | | | 0260 740I005 6.000 EACH| 300.00000 1800.00| 500.00000 3000.00| 212.50000 1275.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 614,755.20| $ 617,449.00| $ 725,535.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 614,755.20| $ 617,449.00| $ 725,535.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 055 -4 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030530055 COUNTIES : TALLADEGA LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23071 |( 5 ) 19037 |( 6 ) 01007 |WARRIOR CONSTRUCTORS, INC. |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 115106.91000 115106.91| 93000.00000 93000.00| 100000.00000 100000.00 Removal Of Old Bridge, Station 312+55.0 | | | 0020 210A000 1075.000 CUYD| 10.07000 10825.25| 14.00000 15050.00| 10.00000 10750.00 Unclassified Excavation | | | 0030 215A000 71.000 CUYD| 15.11000 1072.81| 95.00000 6745.00| 50.00000 3550.00 Unclassified Bridge Excavation | | | 0040 502A000 25900.000 LB | 0.61000 15799.00| 0.53000 13727.00| 0.50000 12950.00 Steel Reinforcement | | | 0050 502B000 LUMP| 50122.70000 50122.70| 39500.00000 39500.00| 40000.00000 40000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 312+15 APPROX 75200 | | | LBS | | | 0060 503B011 LUMP| 2520.36000 2520.36| 500.00000 500.00| 0.00000 0.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 2 | | | 0070 505G003 24.000 EACH| 102.55000 2461.20| 112.00000 2688.00| 115.00000 2760.00 Pile Points (Type A, 12") | | | 0080 505M002 303.000 LF | 25.31000 7668.93| 25.00000 7575.00| 22.00000 6666.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 508A000 5224.000 LB | 4.52000 23612.48| 3.00000 15672.00| 2.50000 13060.00 Structural Steel | | | 0100 510A000 134.000 CUYD| 375.07000 50259.38| 398.00000 53332.00| 400.00000 53600.00 Bridge Substructure Concrete, Class A | | | 0110 510C051 LUMP| 125341.92000 125341.92| 205000.00000 205000.00| 150000.00000 150000.00 Bridge Concrete Superstructure, STA | | | 312+15, APPROX 328 CU YDS | | | 0120 510E000 893.000 SQYD| 2.75000 2455.75| 2.50000 2232.50| 3.00000 2679.00 Grooving Concrete Bridge Decks | | | 0130 511A001 20.000 EACH| 249.99000 4999.80| 205.00000 4100.00| 150.00000 3000.00 Elastomeric Bearings, Type 2 | | | 0140 513B017 1333.000 LF | 119.63000 159466.79| 110.00000 146630.00| 160.00000 213280.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0150 600A000 LUMP| 80056.64000 80056.64| 75000.00000 75000.00| 98000.00000 98000.00 Mobilization | | | 0160 610C001 1258.000 TON | 28.13000 35387.54| 25.00000 31450.00| 22.00000 27676.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 055 -5 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030530055 COUNTIES : TALLADEGA LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23071 |( 5 ) 19037 |( 6 ) 01007 |WARRIOR CONSTRUCTORS, INC. |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 610D000 1300.000 SQYD| 3.03000 3939.00| 3.70000 4810.00| 3.00000 3900.00 Filter Blanket | | | 0180 630A001 800.000 LF | 10.20000 8160.00| 10.71000 8568.00| 10.20000 8160.00 Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C003 4.000 EACH| 1100.00000 4400.00| 1155.00000 4620.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0200 630C070 4.000 EACH| 1125.00000 4500.00| 1185.00000 4740.00| 1125.00000 4500.00 Guardrail End Anchor, Type 10 Series | | | 0210 665F000 150.000 EACH| 7.52000 1128.00| 7.00000 1050.00| 5.00000 750.00 Hay Bales | | | 0220 665J000 2500.000 LF | 8.11000 20275.00| 4.20000 10500.00| 5.00000 12500.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 19996.87000 19996.87| 26250.00000 26250.00| 30000.00000 30000.00 Engineering Controls | | | 0240 740B000 397.000 SQFT| 15.23000 6046.31| 7.35000 2917.95| 10.00000 3970.00 Construction Signs | | | 0250 740F002 12.000 EACH| 499.61000 5995.32| 157.00000 1884.00| 175.00000 2100.00 Barricades, Type III | | | 0260 740I005 6.000 EACH| 752.91000 4517.46| 425.00000 2550.00| 220.00000 1320.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 766,115.42| $ 780,091.45| $ 809,571.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 766,115.42| $ 780,091.45| $ 809,571.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 055 -6 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030530055 COUNTIES : TALLADEGA LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 7 ) 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| 50000.00000 50000.00| | Removal Of Old Bridge, Station 312+55.0 | | | 0020 210A000 1075.000 CUYD| 10.00000 10750.00| | Unclassified Excavation | | | 0030 215A000 71.000 CUYD| 42.00000 2982.00| | Unclassified Bridge Excavation | | | 0040 502A000 25900.000 LB | 0.55000 14245.00| | Steel Reinforcement | | | 0050 502B000 LUMP| 50000.00000 50000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA 312+15 APPROX 75200 | | | LBS | | | 0060 503B011 LUMP| 13000.00000 13000.00| | Cofferdam And Pumping, Pier No.Or Bent | | | No. 2 | | | 0070 505G003 24.000 EACH| 200.00000 4800.00| | Pile Points (Type A, 12") | | | 0080 505M002 303.000 LF | 30.00000 9090.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 508A000 5224.000 LB | 2.50000 13060.00| | Structural Steel | | | 0100 510A000 134.000 CUYD| 530.00000 71020.00| | Bridge Substructure Concrete, Class A | | | 0110 510C051 LUMP| 225000.00000 225000.00| | Bridge Concrete Superstructure, STA | | | 312+15, APPROX 328 CU YDS | | | 0120 510E000 893.000 SQYD| 3.00000 2679.00| | Grooving Concrete Bridge Decks | | | 0130 511A001 20.000 EACH| 200.00000 4000.00| | Elastomeric Bearings, Type 2 | | | 0140 513B017 1333.000 LF | 150.00000 199950.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0150 600A000 LUMP| 68000.00000 68000.00| | Mobilization | | | 0160 610C001 1258.000 TON | 25.00000 31450.00| | Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 055 -7 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030530055 COUNTIES : TALLADEGA LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 7 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 610D000 1300.000 SQYD| 2.50000 3250.00| | Filter Blanket | | | 0180 630A001 800.000 LF | 11.00000 8800.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C003 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 13 | | | 0200 630C070 4.000 EACH| 1200.00000 4800.00| | Guardrail End Anchor, Type 10 Series | | | 0210 665F000 150.000 EACH| 7.00000 1050.00| | Hay Bales | | | 0220 665J000 2500.000 LF | 2.60000 6500.00| | Silt Fence, Type A | | | 0230 680A000 LUMP| 15000.00000 15000.00| | Engineering Controls | | | 0240 740B000 397.000 SQFT| 8.00000 3176.00| | Construction Signs | | | 0250 740F002 12.000 EACH| 175.00000 2100.00| | Barricades, Type III | | | 0260 740I005 6.000 EACH| 250.00000 1500.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 820,602.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 820,602.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20030530056 COUNTIES : SHELBY LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : STPBH-7112(601) for constructing the Intersection Modifications on S.R.#261 at Aaron Road and Stratshire Road in Pelham. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 223,339.75 100.0000% 2 16048 WALKER PATTON COMPANY, INC. $ 280,830.75 125.7415% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030530056 COUNTIES : SHELBY LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 16048 |( ) |APAC-SOUTHEAST, INC. |WALKER PATTON COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 14500.00000 14500.00| 42875.00000 42875.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206D002 276.000 LF | 8.70000 2401.20| 5.00000 1380.00| Removing Curb | | | 0030 210A000 716.000 CUYD| 25.85000 18508.60| 12.00000 8592.00| Unclassified Excavation | | | 0040 214A000 6.000 CUYD| 31.00000 186.00| 40.00000 240.00| Structure Excavation | | | 0050 214B001 4.000 CUYD| 79.00000 316.00| 45.00000 180.00| Foundation Backfill, Commercial | | | 0060 405A000 320.000 GAL | 1.27000 406.40| 1.00000 320.00| Tack Coat | | | 0070 424A361 734.000 TON | 43.29000 31774.86| 47.75000 35048.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B652 184.000 TON | 49.00000 9016.00| 45.25000 8326.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0090 424B682 441.000 TON | 46.00000 20286.00| 43.25000 19073.25| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424C365 50.000 TON | 55.00000 2750.00| 83.00000 4150.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 530A100 12.000 LF | 59.00000 708.00| 55.00000 660.00| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0120 535B011 8.000 LF | 38.50000 308.00| 65.00000 520.00| 22" Span, 14" Rise Side Drain Pipe | | | 0130 600A000 LUMP| 15450.00000 15450.00| 42532.00000 42532.00| Mobilization | | | 0140 602A000 2.000 EACH| 256.00000 512.00| 150.00000 300.00| Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030530056 COUNTIES : SHELBY LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 16048 |( ) |APAC-SOUTHEAST, INC. |WALKER PATTON COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 619A001 1.000 EACH| 44.00000 44.00| 455.00000 455.00| 15" Roadway Pipe End Treatment, Class 1 | | | 0160 619B116 1.000 EACH| 882.00000 882.00| 725.00000 725.00| 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0170 620A000 1.000 CUYD| 662.00000 662.00| 1000.00000 1000.00| Minor Structure Concrete | | | 0180 621A000 1.000 EACH| 1685.00000 1685.00| 2100.00000 2100.00| Junction Boxes, Type 1, 1P Or 5 | | | 0190 623A000 131.000 LF | 10.45000 1368.95| 15.00000 1965.00| Concrete Gutter | | | 0200 623C000 401.000 LF | 9.37000 3757.37| 15.00000 6015.00| Combination Curb & Gutter, Type C | | | 0210 641A035 675.000 LF | 27.30000 18427.50| 26.00000 17550.00| 6 Inch D.I. Water Main Laid | | | 0220 641A080 190.000 LF | 33.00000 6270.00| 39.00000 7410.00| 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 0230 649A026 190.000 LF | 122.00000 23180.00| 105.00000 19950.00| 14 Inch Encasement Pipe, Type 2 | | | Installation | | | 0240 650A000 120.000 CUYD| 28.60000 3432.00| 12.00000 1440.00| Topsoil | | | 0250 652B050 1.000 ACRE| 520.00000 520.00| 350.00000 350.00| Temporary Seeding (Mix 1AT) | | | 0260 654A000 1568.000 SQYD| 3.12000 4892.16| 6.00000 9408.00| Solid Sodding | | | 0270 659A000 235.000 SQYD| 2.60000 611.00| 3.50000 822.50| Erosion Control Netting, Class A | | | 0280 665A000 1.000 ACRE| 260.00000 260.00| 400.00000 400.00| Temporary Seeding | | | 0290 665B000 1.000 ACRE| 260.00000 260.00| 400.00000 400.00| Temporary Mulching | | | 0300 665F000 50.000 EACH| 5.20000 260.00| 5.00000 250.00| Hay Bales | | | 0310 665G000 30.000 EACH| 6.85000 205.50| 4.00000 120.00| Sand Bags | | | 0320 665J000 1234.000 LF | 3.64000 4491.76| 3.00000 3702.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 056 -4 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030530056 COUNTIES : SHELBY LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 16048 |( ) |APAC-SOUTHEAST, INC. |WALKER PATTON COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 680A000 LUMP| 12850.00000 12850.00| 20000.00000 20000.00| Engineering Controls | | | 0340 701A028 1.000 MILE| 1155.00000 1155.00| 1200.00000 1200.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0350 701A048 1.000 MILE| 1470.00000 1470.00| 1400.00000 1400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0360 701B009 1010.000 LF | 0.63000 636.30| 0.60000 606.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0370 701C001 1.000 MILE| 420.00000 420.00| 425.00000 425.00| Solid Temporary Traffic Stripe | | | 0380 701H001 3720.000 LF | 0.53000 1971.60| 0.50000 1860.00| Solid Traffic Stripe Removed (Plastic) | | | 0390 703A002 2776.000 SQFT| 2.10000 5829.60| 1.75000 4858.00| Traffic Control Markings, Class 2, Type | | | A | | | 0400 703B002 113.000 SQFT| 2.10000 237.30| 1.75000 197.75| Traffic Control Legends, Class 2, Type | | | 0410 703D001 83.000 SQFT| 1.05000 87.15| 1.00000 83.00| Temporary Traffic Control Markings | | | 0420 705A030 13.000 EACH| 5.25000 68.25| 4.25000 55.25| Pavement Markers, Class A-H, Type 2-C | | | 0430 705A032 120.000 EACH| 5.25000 630.00| 4.25000 510.00| Pavement Markers, Class A-H, Type 1-B | | | 0440 705A037 23.000 EACH| 5.25000 120.75| 4.25000 97.75| Pavement Markers, Class A-H, Type 2-D | | | 0450 705A038 25.000 EACH| 5.25000 131.25| 4.25000 106.25| Pavement Markers, Class A-H, Type 2-E | | | 0460 710A126 12.000 SQFT| 18.00000 216.00| 16.00000 192.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0470 710B001 28.000 LF | 5.00000 140.00| 6.00000 168.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0480 740B000 600.000 SQFT| 8.00000 4800.00| 9.00000 5400.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 056 -5 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030530056 COUNTIES : SHELBY LETTING DATE : 05/30/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 16048 |( ) |APAC-SOUTHEAST, INC. |WALKER PATTON COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 740D000 65.000 EACH| 57.50000 3737.50| 75.00000 4875.00| Channelizing Drums | | | 0500 740E000 25.000 EACH| 19.00000 475.00| 13.00000 325.00| Cones (36 Inches High) | | | 0510 740M001 25.000 EACH| 1.27000 31.75| 8.50000 212.50| Ballast For Cone | | | SECTION TOTALS | $ 223,339.75| $ 280,830.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 223,339.75| $ 280,830.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20030530058 COUNTIES : HOUSTON LETTING DATE : 05/30/03 10:00 AM DIVISION : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-3504(203) for constructing the Resurfacing and Traffic Stripe on STPAA-3542(200) various County roads as indicated on the plans. Length - STPAA-3540(200) 14.894 mi OTHERS -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,053,247.15 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,112,362.20 105.6126% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20030530058 COUNTIES : HOUSTON LETTING DATE : 05/30/03 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 206E019 4.000 EACH| 100.00000 400.00| 99.00000 396.00| Removing Guardrail End Anchor (Type 10) | | | 0020 401B108 169055.000 SQYD| 0.72000 121719.60| 0.69000 116647.95| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 11175.000 GAL | 1.12000 12516.00| 2.00000 22350.00| Tack Coat | | | 0040 408A052 650.000 SQYD| 4.05000 2632.50| 6.50000 4225.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A341 15360.000 TON | 38.77000 595507.20| 41.85000 642816.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A346 3590.000 TON | 40.64000 145897.60| 43.50000 156165.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424A361 665.000 TON | 43.65000 29027.25| 43.75000 29093.75| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 50.000 TON | 71.44000 3572.00| 95.00000 4750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 48900.00000 48900.00| 45000.00000 45000.00| Mobilization | | | 0100 630A001 50.000 LF | 14.00000 700.00| 13.86000 693.00| Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C022 4.000 EACH| 1100.00000 4400.00| 1089.00000 4356.00| Guardrail End Anchor, Type Special | | | 0120 630C070 4.000 EACH| 1250.00000 5000.00| 1237.50000 4950.00| Guardrail End Anchor, Type 10 Series | | | 0130 701A031 12.000 MILE| 1050.00000 12600.00| 1050.00000 12600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 058 -3 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20030530058 COUNTIES : HOUSTON LETTING DATE : 05/30/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A035 21.000 MILE| 1150.00000 24150.00| 1150.00000 24150.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 9.000 MILE| 750.00000 6750.00| 750.00000 6750.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 2.000 MILE| 380.00000 760.00| 380.00000 760.00| Broken Temporary Traffic Stripe | | | 0170 701C001 7.000 MILE| 430.00000 3010.00| 430.00000 3010.00| Solid Temporary Traffic Stripe | | | 0180 701G049 2600.000 LF | 1.00000 2600.00| 1.00000 2600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0190 703A002 3985.000 SQFT| 2.50000 9962.50| 2.50000 9962.50| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 234.000 SQFT| 3.50000 819.00| 3.50000 819.00| Traffic Control Legends, Class 2, Type | | | 0210 703D001 2154.000 SQFT| 1.50000 3231.00| 1.50000 3231.00| Temporary Traffic Control Markings | | | 0220 705A032 398.000 EACH| 6.00000 2388.00| 6.00000 2388.00| Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 1534.000 EACH| 6.00000 9204.00| 6.00000 9204.00| Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 213.000 SQFT| 21.00000 4473.00| 15.00000 3195.00| Construction Signs | | | 0250 740E000 50.000 EACH| 6.28000 314.00| 10.00000 500.00| Cones (36 Inches High) | | | 0260 740M001 50.000 EACH| 4.27000 213.50| 5.00000 250.00| Ballast For Cone | | | 0270 740O000 1.000 EACH| 2500.00000 2500.00| 1500.00000 1500.00| Pilot Car | | | SECTION TOTALS | $ 1,053,247.15| $ 1,112,362.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,053,247.15| $ 1,112,362.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 071 -1 VENDOR RANKING CALL ORDER : 071 CONTRACT ID : 20030530071 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-063-171-001 for constructing the Bridge and Approaches on S.R.#171 at the Mitt Lary Road (C.R.#56) Extension northwest of Northport. Length 0.085 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 1,075,043.43 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,117,765.17 103.9740% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,133,422.78 105.4304% 4 19007 SCOTT BRIDGE COMPANY, INC. $ 1,258,674.77 117.0813% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 071 -2 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030530071 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 03001 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 2194.00000 2194.00| 5000.00000 5000.00| 65000.00000 65000.00 Clearing & Grubbing (Approximately 3 | | | ACRES) | | | 0020 210A000 54815.000 CUYD| 4.55000 249408.25| 2.90000 158963.50| 1.74000 95378.10 Unclassified Excavation | | | 0030 215A000 310.000 CUYD| 10.13000 3140.30| 15.00000 4650.00| 8.00000 2480.00 Unclassified Bridge Excavation | | | 0040 215B000 LUMP| 2009.14000 2009.14| 5000.00000 5000.00| 2000.00000 2000.00 Cofferdams Or Sheeting And Shoring, STA | | | 151+45.72 | | | 0050 230A000 4.000 RBST| 500.00000 2000.00| 865.00000 3460.00| 1500.00000 6000.00 Roadbed Processing | | | 0060 301A007 192.000 SQYD| 10.00000 1920.00| 5.00000 960.00| 5.00000 960.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.75" Compacted Thickness | | | 0070 301A008 6214.000 SQYD| 4.75000 29516.50| 5.00000 31070.00| 5.00000 31070.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0080 301A012 1969.000 SQYD| 5.50000 10829.50| 5.75000 11321.75| 5.75000 11321.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 301A014 496.000 SQYD| 8.00000 3968.00| 6.50000 3224.00| 6.50000 3224.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6.5" Compacted Thickness | | | 0100 401A000 3213.000 SQYD| 0.90000 2891.70| 1.05000 3373.65| 1.05000 3373.65 Bituminous Treatment A | | | 0110 401B106 496.000 SQYD| 14.90000 7390.40| 5.25000 2604.00| 5.25000 2604.00 Bituminous Treatment JG (With Polymer | | | Additive) | | | 0120 405A000 160.000 GAL | 3.25000 520.00| 2.00000 320.00| 2.00000 320.00 Tack Coat | | | 0130 424A360 152.000 TON | 63.85000 9705.20| 86.48000 13144.96| 86.48000 13144.96 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A363 50.000 TON | 1.87000 93.50| 75.00000 3750.00| 75.00000 3750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 071 -3 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030530071 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 03001 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B652 449.000 TON | 49.25000 22113.25| 78.60000 35291.40| 78.60000 35291.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0160 424B656 50.000 TON | 1.87000 93.50| 75.00000 3750.00| 75.00000 3750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B682 351.000 TON | 51.50000 18076.50| 73.00000 25623.00| 73.00000 25623.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424B686 50.000 TON | 1.78000 89.00| 75.00000 3750.00| 75.00000 3750.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424C361 169.000 TON | 62.35000 10537.15| 82.74000 13983.06| 82.74000 13983.06 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0200 424C365 50.000 TON | 1.87000 93.50| 85.00000 4250.00| 85.00000 4250.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 428B000 430.000 LF | 1.67000 718.10| 1.00000 430.00| 1.00000 430.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0220 450B000 107.000 SQYD| 95.23000 10189.61| 65.00000 6955.00| 61.00000 6527.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0230 502A000 55400.000 LB | 0.56000 31024.00| 0.50000 27700.00| 0.40000 22160.00 Steel Reinforcement | | | 0240 502B000 LUMP| 51620.08000 51620.08| 40000.00000 40000.00| 32000.00000 32000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 151+ 45.72, APPROX | | | 81500 LBS | | | 0250 505A002 2.000 EACH| 2000.00000 4000.00| 1500.00000 3000.00| 2500.00000 5000.00 Steel Test Piles (HP 12x53) | | | 0260 505B087 2.000 EACH| 2000.00000 4000.00| 500.00000 1000.00| 400.00000 800.00 Dynamic Loading Tests (HP 12x53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 071 -4 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030530071 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 03001 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 505B102 2.000 EACH| 1000.00000 2000.00| 2000.00000 4000.00| 1400.00000 2800.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0280 505M002 2643.000 LF | 21.05000 55635.15| 16.00000 42288.00| 26.00000 68718.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0290 508A000 7525.000 LB | 3.98000 29949.50| 2.00000 15050.00| 2.50000 18812.50 Structural Steel | | | 0300 510A000 276.000 CUYD| 351.41000 96989.16| 300.00000 82800.00| 450.00000 124200.00 Bridge Substructure Concrete, Class A | | | 0310 510C051 LUMP| 108525.50000 108525.50| 145000.00000 145000.00| 145000.00000 145000.00 Bridge Concrete Superstructure, STA | | | 151+ 45.72, APPROX 342 CU YDS | | | 0320 510E000 1036.000 SQYD| 2.22000 2299.92| 3.00000 3108.00| 2.21000 2289.56 Grooving Concrete Bridge Decks | | | 0330 511A001 36.000 EACH| 148.77000 5355.72| 150.00000 5400.00| 100.00000 3600.00 Elastomeric Bearings, Type 2 | | | 0340 513B005 702.000 LF | 69.81000 49006.62| 110.00000 77220.00| 83.00000 58266.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0350 513B019 686.000 LF | 88.03000 60388.58| 145.00000 99470.00| 123.00000 84378.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0360 535A001 40.000 LF | 18.50000 740.00| 16.00000 640.00| 25.00000 1000.00 18" Side Drain Pipe | | | 0370 600A000 LUMP| 90000.00000 90000.00| 125783.00000 125783.00| 135000.00000 135000.00 Mobilization | | | 0380 601A000 1.000 EACH| 1500.00000 1500.00| 5000.00000 5000.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0390 614A000 4.000 CUYD| 500.00000 2000.00| 500.00000 2000.00| 200.00000 800.00 Slope Paving | | | 0400 614A001 99.000 CUYD| 300.00000 29700.00| 250.00000 24750.00| 200.00000 19800.00 Slope Paving (Under Bridges) | | | 0410 619A101 2.000 EACH| 455.00000 910.00| 500.00000 1000.00| 650.00000 1300.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0420 630A001 225.000 LF | 10.50000 2362.50| 9.85000 2216.25| 10.50000 2362.50 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 071 -5 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030530071 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 03001 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 630C003 4.000 EACH| 1000.00000 4000.00| 950.00000 3800.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0440 630C050 3.000 EACH| 1350.00000 4050.00| 1200.00000 3600.00| 1350.00000 4050.00 Guardrail End Anchor, Type 20 Series | | | 0450 630C070 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 Guardrail End Anchor, Type 10 Series | | | 0460 650A000 1047.000 CUYD| 5.00000 5235.00| 6.00000 6282.00| 6.75000 7067.25 Topsoil | | | 0470 651B000 6.000 TON | 35.00000 210.00| 50.00000 300.00| 36.75000 220.50 Agricultural Limestone | | | 0480 654A000 95.000 SQYD| 4.50000 427.50| 5.00000 475.00| 4.05000 384.75 Solid Sodding | | | 0490 658A002 3.000 ACRE| 1500.00000 4500.00| 1500.00000 4500.00| 892.50000 2677.50 Hydro-Seeding & Mulching (Mix 2E) | | | 0500 665A000 1.000 ACRE| 100.00000 100.00| 500.00000 500.00| 472.50000 472.50 Temporary Seeding | | | 0510 665B000 1.000 ACRE| 100.00000 100.00| 500.00000 500.00| 420.00000 420.00 Temporary Mulching | | | 0520 665F000 40.000 EACH| 5.00000 200.00| 5.00000 200.00| 6.50000 260.00 Hay Bales | | | 0530 665I000 80.000 TON | 12.00000 960.00| 21.00000 1680.00| 22.00000 1760.00 Temporary Riprap, Class 2 | | | 0540 665J000 3300.000 LF | 1.00000 3300.00| 2.50000 8250.00| 3.25000 10725.00 Silt Fence, Type A | | | 0550 665K000 80.000 CUYD| 3.00000 240.00| 10.00000 800.00| 0.10000 8.00 Drainage Sump Excavation | | | 0560 666A001 3.000 ACRE| 1.00000 3.00| 50.00000 150.00| 10.50000 31.50 Pest Control Treatment | | | 0570 680A000 LUMP| 16000.00000 16000.00| 15000.00000 15000.00| 13500.00000 13500.00 Engineering Controls | | | 0580 701G050 430.000 LF | 1.00000 430.00| 1.00000 430.00| 1.25000 537.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0590 701G073 430.000 LF | 1.00000 430.00| 1.00000 430.00| 1.20000 516.00 Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0600 701G125 470.000 LF | 5.06000 2378.20| 5.06000 2378.20| 2.09000 982.30 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 071 -6 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030530071 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 03001 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 701G133 470.000 LF | 5.22000 2453.40| 5.22000 2453.40| 2.18000 1024.60 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0620 702C010 760.000 LF | 2.50000 1900.00| 2.50000 1900.00| 1.38000 1048.80 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0630 702C011 760.000 LF | 2.50000 1900.00| 2.50000 1900.00| 1.38000 1048.80 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0640 702C012 760.000 LF | 1.50000 1140.00| 1.50000 1140.00| 1.38000 1048.80 Broken White, Profiled Traffic | | | Stripe(6"Wide) | | | 0650 705A031 5.000 EACH| 10.00000 50.00| 10.00000 50.00| 6.00000 30.00 Pavement Markers, Class A-H, Type 1-A | | | 0660 705A037 27.000 EACH| 10.00000 270.00| 10.00000 270.00| 6.00000 162.00 Pavement Markers, Class A-H, Type 2-D | | | 0670 740B000 627.000 SQFT| 7.50000 4702.50| 11.00000 6897.00| 8.50000 5329.50 Construction Signs | | | 0680 740F002 12.000 EACH| 160.00000 1920.00| 215.00000 2580.00| 150.00000 1800.00 Barricades, Type III | | | 0690 740I005 4.000 EACH| 360.00000 1440.00| 450.00000 1800.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,075,043.43| $ 1,117,765.17| $ 1,133,422.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,075,043.43| $ 1,117,765.17| $ 1,133,422.78 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 071 -7 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030530071 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 5000.00000 5000.00| | Clearing & Grubbing (Approximately 3 | | | ACRES) | | | 0020 210A000 54815.000 CUYD| 3.00000 164445.00| | Unclassified Excavation | | | 0030 215A000 310.000 CUYD| 25.00000 7750.00| | Unclassified Bridge Excavation | | | 0040 215B000 LUMP| 11000.00000 11000.00| | Cofferdams Or Sheeting And Shoring, STA | | | 151+45.72 | | | 0050 230A000 4.000 RBST| 690.00000 2760.00| | Roadbed Processing | | | 0060 301A007 192.000 SQYD| 13.75000 2640.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.75" Compacted Thickness | | | 0070 301A008 6214.000 SQYD| 7.30000 45362.20| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0080 301A012 1969.000 SQYD| 8.84000 17405.96| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 301A014 496.000 SQYD| 13.45000 6671.20| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6.5" Compacted Thickness | | | 0100 401A000 3213.000 SQYD| 0.90000 2891.70| | Bituminous Treatment A | | | 0110 401B106 496.000 SQYD| 14.90000 7390.40| | Bituminous Treatment JG (With Polymer | | | Additive) | | | 0120 405A000 160.000 GAL | 3.25000 520.00| | Tack Coat | | | 0130 424A360 152.000 TON | 63.85000 9705.20| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A363 50.000 TON | 68.65000 3432.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 071 -8 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030530071 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B652 449.000 TON | 49.25000 22113.25| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0160 424B656 50.000 TON | 66.00000 3300.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B682 351.000 TON | 51.50000 18076.50| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424B686 50.000 TON | 63.45000 3172.50| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424C361 169.000 TON | 62.35000 10537.15| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0200 424C365 50.000 TON | 63.45000 3172.50| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 428B000 430.000 LF | 4.80000 2064.00| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0220 450B000 107.000 SQYD| 100.00000 10700.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0230 502A000 55400.000 LB | 0.58000 32132.00| | Steel Reinforcement | | | 0240 502B000 LUMP| 47500.00000 47500.00| | Steel Reinforcement For Bridge | | | Superstructure, STA 151+ 45.72, APPROX | | | 81500 LBS | | | 0250 505A002 2.000 EACH| 3500.00000 7000.00| | Steel Test Piles (HP 12x53) | | | 0260 505B087 2.000 EACH| 2500.00000 5000.00| | Dynamic Loading Tests (HP 12x53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 071 -9 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030530071 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 505B102 2.000 EACH| 2000.00000 4000.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0280 505M002 2643.000 LF | 32.00000 84576.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0290 508A000 7525.000 LB | 3.05000 22951.25| | Structural Steel | | | 0300 510A000 276.000 CUYD| 460.00000 126960.00| | Bridge Substructure Concrete, Class A | | | 0310 510C051 LUMP| 200000.00000 200000.00| | Bridge Concrete Superstructure, STA | | | 151+ 45.72, APPROX 342 CU YDS | | | 0320 510E000 1036.000 SQYD| 2.21000 2289.56| | Grooving Concrete Bridge Decks | | | 0330 511A001 36.000 EACH| 200.00000 7200.00| | Elastomeric Bearings, Type 2 | | | 0340 513B005 702.000 LF | 90.00000 63180.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0350 513B019 686.000 LF | 112.50000 77175.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0360 535A001 40.000 LF | 25.00000 1000.00| | 18" Side Drain Pipe | | | 0370 600A000 LUMP| 110000.00000 110000.00| | Mobilization | | | 0380 601A000 1.000 EACH| 6500.00000 6500.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0390 614A000 4.000 CUYD| 575.00000 2300.00| | Slope Paving | | | 0400 614A001 99.000 CUYD| 300.00000 29700.00| | Slope Paving (Under Bridges) | | | 0410 619A101 2.000 EACH| 400.00000 800.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0420 630A001 225.000 LF | 10.50000 2362.50| | Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 071 -10 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030530071 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 630C003 4.000 EACH| 1000.00000 4000.00| | Guardrail End Anchor, Type 13 | | | 0440 630C050 3.000 EACH| 1350.00000 4050.00| | Guardrail End Anchor, Type 20 Series | | | 0450 630C070 1.000 EACH| 1200.00000 1200.00| | Guardrail End Anchor, Type 10 Series | | | 0460 650A000 1047.000 CUYD| 5.00000 5235.00| | Topsoil | | | 0470 651B000 6.000 TON | 37.00000 222.00| | Agricultural Limestone | | | 0480 654A000 95.000 SQYD| 6.00000 570.00| | Solid Sodding | | | 0490 658A002 3.000 ACRE| 900.00000 2700.00| | Hydro-Seeding & Mulching (Mix 2E) | | | 0500 665A000 1.000 ACRE| 476.00000 476.00| | Temporary Seeding | | | 0510 665B000 1.000 ACRE| 425.00000 425.00| | Temporary Mulching | | | 0520 665F000 40.000 EACH| 6.35000 254.00| | Hay Bales | | | 0530 665I000 80.000 TON | 25.00000 2000.00| | Temporary Riprap, Class 2 | | | 0540 665J000 3300.000 LF | 2.75000 9075.00| | Silt Fence, Type A | | | 0550 665K000 80.000 CUYD| 15.00000 1200.00| | Drainage Sump Excavation | | | 0560 666A001 3.000 ACRE| 10.60000 31.80| | Pest Control Treatment | | | 0570 680A000 LUMP| 20000.00000 20000.00| | Engineering Controls | | | 0580 701G050 430.000 LF | 1.32000 567.60| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0590 701G073 430.000 LF | 1.27000 546.10| | Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0600 701G125 470.000 LF | 2.21000 1038.70| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 071 -11 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030530071 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 701G133 470.000 LF | 2.31000 1085.70| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0620 702C010 760.000 LF | 1.46000 1109.60| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0630 702C011 760.000 LF | 1.46000 1109.60| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0640 702C012 760.000 LF | 1.46000 1109.60| | Broken White, Profiled Traffic | | | Stripe(6"Wide) | | | 0650 705A031 5.000 EACH| 6.35000 31.75| | Pavement Markers, Class A-H, Type 1-A | | | 0660 705A037 27.000 EACH| 6.35000 171.45| | Pavement Markers, Class A-H, Type 2-D | | | 0670 740B000 627.000 SQFT| 8.50000 5329.50| | Construction Signs | | | 0680 740F002 12.000 EACH| 150.00000 1800.00| | Barricades, Type III | | | 0690 740I005 4.000 EACH| 150.00000 600.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,258,674.77| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,258,674.77| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 072 -1 VENDOR RANKING CALL ORDER : 072 CONTRACT ID : 20030530072 COUNTIES : ETOWAH LETTING DATE : 05/30/03 10:00 AM DIVISION : 01 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-283-211-912 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#211 from U.S.#278 in Gadsden to U.S.#11. Length 3.987 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 630,341.83 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 645,143.28 102.3482% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 072 -2 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030530072 COUNTIES : ETOWAH LETTING DATE : 05/30/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B100 40248.000 SQYD| 0.46000 18514.08| 0.57120 22989.66| Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 2532.000 GAL | 1.25000 3165.00| 1.25000 3165.00| Tack Coat | | | 0030 408A053 37900.000 SQYD| 1.75000 66325.00| 0.95000 36005.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A360 3494.000 TON | 37.00000 129278.00| 44.23000 154539.62| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424B651 2500.000 TON | 34.00000 85000.00| 32.53000 81325.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 250.000 TON | 55.00000 13750.00| 65.00000 16250.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 4000.000 TON | 28.00000 112000.00| 30.59000 122360.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 430B040 650.000 TON | 12.15000 7897.50| 10.00000 6500.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0090 600A000 LUMP| 22250.00000 22250.00| 38860.00000 38860.00| Mobilization | | | 0100 665F000 50.000 EACH| 15.00000 750.00| 1.00000 50.00| Hay Bales | | | 0110 665J000 150.000 LF | 4.50000 675.00| 1.00000 150.00| Silt Fence, Type A | | | 0120 701C000 6.000 MILE| 420.00000 2520.00| 424.20000 2545.20| Broken Temporary Traffic Stripe | | | 0130 701C001 24.000 MILE| 480.00000 11520.00| 484.80000 11635.20| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 072 -3 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030530072 COUNTIES : ETOWAH LETTING DATE : 05/30/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701G125 1780.000 LF | 3.44000 6123.20| 3.47000 6176.60| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0150 701G133 1780.000 LF | 3.59000 6390.20| 3.63000 6461.40| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701H001 3560.000 LF | 0.50000 1780.00| 0.51000 1815.60| Solid Traffic Stripe Removed (Plastic) | | | 0170 702A040 2.000 MILE| 2000.00000 4000.00| 2020.00000 4040.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A041 8.000 MILE| 4100.00000 32800.00| 4141.00000 33128.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A042 1.000 MILE| 2000.00000 2000.00| 2020.00000 2020.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702A043 9.000 MILE| 4100.00000 36900.00| 4141.00000 37269.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 702B011 53.000 LF | 2.00000 106.00| 2.02000 107.06| Dotted Profiled Traffic Stripe (6" Wide | | | 0220 703A002 2993.000 SQFT| 2.30000 6883.90| 2.32000 6943.76| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 1109.000 SQFT| 3.30000 3659.70| 3.33000 3692.97| Traffic Control Legends, Class 2, Type | | | 0240 703D001 4920.000 SQFT| 1.30000 6396.00| 1.31000 6445.20| Temporary Traffic Control Markings | | | 0250 705A030 78.000 EACH| 5.50000 429.00| 5.56000 433.68| Pavement Markers, Class A-H, Type 2-C | | | 0260 705A031 63.000 EACH| 5.50000 346.50| 5.56000 350.28| Pavement Markers, Class A-H, Type 1-A | | | 0270 705A032 108.000 EACH| 5.50000 594.00| 5.56000 600.48| Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 1070.000 EACH| 5.50000 5885.00| 5.56000 5949.20| Pavement Markers, Class A-H, Type 2-D | | | 0290 705A038 41.000 EACH| 5.50000 225.50| 5.56000 227.96| Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 072 -4 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030530072 COUNTIES : ETOWAH LETTING DATE : 05/30/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 730H001 5355.000 LF | 3.50000 18742.50| 3.50000 18742.50| Loop Wire | | | 0310 730I001 525.000 LF | 2.75000 1443.75| 2.75000 1443.75| Loop Detector Lead-In-Cable | | | 0320 740B000 798.000 SQFT| 14.00000 11172.00| 7.42000 5921.16| Construction Signs | | | 0330 740D000 200.000 EACH| 35.00000 7000.00| 10.00000 2000.00| Channelizing Drums | | | 0340 740E000 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| Cones (36 Inches High) | | | 0350 740M001 200.000 EACH| 3.50000 700.00| 5.00000 1000.00| Ballast For Cone | | | 0360 741C010 2.000 EACH| 1060.00000 2120.00| 1500.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 630,341.83| $ 645,143.28| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 630,341.83| $ 645,143.28| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 073 -1 VENDOR RANKING CALL ORDER : 073 CONTRACT ID : 20030530073 COUNTIES : CHAMBERS LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-304-093-001-301 for constructing the Resurfacing and Traffic Stripe on S.R.#1 (U.S.#431) from S.R.#77 in Lafatette to MP 169.27 at Five Points. Length 6.480 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 524,341.15 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 544,374.71 103.8207% 3 01087 APAC-SOUTHEAST, INC. $ 653,033.80 124.5437% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 073 -2 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030530073 COUNTIES : CHAMBERS LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 04013 |( 3 ) 01087 |EAST ALABAMA PAVING CO., IN |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 209A000 5.000 EACH| 80.00000 400.00| 167.24000 836.20| 105.91000 529.55 Mailbox Reset, Single | | | 0020 401B100 92450.000 SQYD| 0.60500 55932.25| 0.69000 63790.50| 0.70000 64715.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 350.000 GAL | 5.00000 1750.00| 0.88000 308.00| 1.20000 420.00 Tack Coat | | | 0040 407A000 400.000 GAL | 22.00000 8800.00| 16.33000 6532.00| 18.53000 7412.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A051 2160.000 SQYD| 4.00000 8640.00| 1.96000 4233.60| 6.50000 14040.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 424A361 7775.000 TON | 35.66000 277256.50| 35.04000 272436.00| 42.07000 327094.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 1500.000 TON | 38.43000 57645.00| 40.28000 60420.00| 49.36000 74040.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A370 150.000 TON | 35.66000 5349.00| 52.27000 7840.50| 60.57000 9085.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 100.000 TON | 65.00000 6500.00| 47.98000 4798.00| 129.02000 12902.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0093 424B659 600.000 TON | 34.12000 20472.00| 38.73000 23238.00| 53.19000 31914.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B043 1375.000 TON | 14.50000 19937.50| 16.83000 23141.25| 23.02000 31652.50 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0110 600A000 LUMP| 1500.00000 1500.00| 10703.25000 10703.25| 11483.13000 11483.13 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 073 -3 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030530073 COUNTIES : CHAMBERS LETTING DATE : 05/30/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 04013 |( 3 ) 01087 |EAST ALABAMA PAVING CO., IN |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701A028 13.000 MILE| 1450.00000 18850.00| 1608.57000 20911.41| 1522.50000 19792.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A046 5.000 MILE| 1150.00000 5750.00| 1275.77000 6378.85| 1207.50000 6037.50 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701A048 8.000 MILE| 1550.00000 12400.00| 1719.51000 13756.08| 1627.50000 13020.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701C000 12.000 MILE| 300.00000 3600.00| 332.81000 3993.72| 315.00000 3780.00 Broken Temporary Traffic Stripe | | | 0160 701C001 20.000 MILE| 400.00000 8000.00| 443.74000 8874.80| 420.00000 8400.00 Solid Temporary Traffic Stripe | | | 0170 703A002 564.000 SQFT| 2.80000 1579.20| 3.11000 1754.04| 2.94000 1658.16 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703D001 141.000 SQFT| 1.70000 239.70| 1.89000 266.49| 1.79000 252.39 Temporary Traffic Control Markings | | | 0190 740B000 899.000 SQFT| 10.00000 8990.00| 8.22000 7389.78| 7.35000 6607.65 Construction Signs | | | 0200 740O000 1.000 EACH| 750.00000 750.00| 2772.24000 2772.24| 8197.67000 8197.67 Pilot Car | | | SECTION TOTALS | $ 524,341.15| $ 544,374.71| $ 653,033.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 524,341.15| $ 544,374.71| $ 653,033.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 074 -1 VENDOR RANKING CALL ORDER : 074 CONTRACT ID : 20030530074 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : 99-305-632-215-301 for constructing the Resufacing and Traffic Stripe on S.R.#215 from MP 9.295 to Hopewell Baptist Church in Tuscaloosa. Length - 0.805 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 262,131.00 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 287,280.01 109.5941% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 074 -2 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030530074 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 3.000 EACH| 200.00000 600.00| 360.00000 1080.00| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 300.00000 300.00| 420.00000 420.00| Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 400.00000 400.00| 520.00000 520.00| Mailbox Reset, Multiple | | | 0040 404E002 1011.000 TON | 43.00000 43473.00| 60.00000 60660.00| Paver-Laid Surface Treatment, Plant Mix | | | Production, Type C Gradation | | | 0050 404F000 23767.000 SQYD| 3.10000 73677.70| 3.26000 77480.42| Paver-Laid Surface Treatment, Placement | | | 0060 424A363 100.000 TON | 70.00000 7000.00| 90.00000 9000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A366 250.000 TON | 60.00000 15000.00| 59.00000 14750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A369 233.000 TON | 70.00000 16310.00| 56.00000 13048.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 100.000 TON | 75.00000 7500.00| 86.00000 8600.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B022 400.000 TON | 21.00000 8400.00| 24.85000 9940.00| Aggregate Surfacing (ALDOT #810 Or 8910 | | | 0110 600A000 LUMP| 35500.00000 35500.00| 25750.00000 25750.00| Mobilization | | | 0120 701C000 2.000 MILE| 600.00000 1200.00| 640.00000 1280.00| Broken Temporary Traffic Stripe | | | 0130 701C001 2.000 MILE| 600.00000 1200.00| 640.00000 1280.00| Solid Temporary Traffic Stripe | | | 0140 701D008 4.000 MILE| 1750.00000 7000.00| 1975.00000 7900.00| Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 074 -3 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030530074 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701D015 2.000 MILE| 1500.00000 3000.00| 1675.00000 3350.00| Broken Traffic Stripe Removed (Plastic) | | | 0160 701H011 360.000 LF | 1.00000 360.00| 1.06000 381.60| Dotted Traffic Stripe Removed (Plastic) | | | 0170 702A040 2.000 MILE| 2200.00000 4400.00| 2450.00000 4900.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A041 2.000 MILE| 4300.00000 8600.00| 4750.00000 9500.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A043 2.000 MILE| 4300.00000 8600.00| 4750.00000 9500.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702B011 360.000 LF | 2.00000 720.00| 2.35000 846.00| Dotted Profiled Traffic Stripe (6" Wide | | | 0210 703A002 234.000 SQFT| 3.00000 702.00| 3.25000 760.50| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 90.000 SQFT| 4.00000 360.00| 4.35000 391.50| Traffic Control Legends, Class 2, Type | | | 0230 703C001 324.000 SQFT| 3.00000 972.00| 3.15000 1020.60| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0240 703D002 191.000 SQFT| 1.30000 248.30| 1.37000 261.67| Temporary Traffic Control Markings | | | (Paint) | | | 0250 705A030 24.000 EACH| 5.50000 132.00| 5.78000 138.72| Pavement Markers, Class A-H, Type 2-C | | | 0260 705A031 114.000 EACH| 5.50000 627.00| 5.78000 658.92| Pavement Markers, Class A-H, Type 1-A | | | 0270 705A037 118.000 EACH| 5.50000 649.00| 5.78000 682.04| Pavement Markers, Class A-H, Type 2-D | | | 0280 730H001 2264.000 LF | 2.25000 5094.00| 2.36000 5343.04| Loop Wire | | | 0290 730I001 2510.000 LF | 1.00000 2510.00| 1.05000 2635.50| Loop Detector Lead-In-Cable | | | 0300 740B000 512.000 SQFT| 8.00000 4096.00| 8.25000 4224.00| Construction Signs | | | 0310 740D000 150.000 EACH| 10.00000 1500.00| 59.85000 8977.50| Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 074 -4 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030530074 COUNTIES : TUSCALOOSA LETTING DATE : 05/30/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 741C010 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 262,131.00| $ 287,280.01| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 262,131.00| $ 287,280.01| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 075 -1 VENDOR RANKING CALL ORDER : 075 CONTRACT ID : 20030530075 COUNTIES : PIKE COFFEE LETTING DATE : 05/30/03 10:00 AM DIVISION : 07 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-555-053-301 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#53 (U.S.#231) from the Dale County line to the south city limits of Brundidge. Length - 7.239 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 4,686,809.09 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 4,993,330.12 106.5401% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 075 -2 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030530075 COUNTIES : PIKE COFFEE LETTING DATE : 05/30/03 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 2747.000 LF | 1.00000 2747.00| 0.99000 2719.53| Removing Guardrail | | | 0020 206D002 235.000 LF | 4.50000 1057.50| 5.00000 1175.00| Removing Curb | | | 0030 206D003 2405.000 LF | 5.50000 13227.50| 5.00000 12025.00| Removing Curb And Gutter | | | 0040 206D007 96.000 LF | 3.50000 336.00| 5.00000 480.00| Removing Concrete Flume | | | 0050 206E042 9.000 EACH| 365.00000 3285.00| 300.00000 2700.00| Removing Inlets (Partial) | | | 0060 209A000 9.000 EACH| 150.00000 1350.00| 80.00000 720.00| Mailbox Reset, Single | | | 0070 210D010 11541.000 CUYD| 5.00000 57705.00| 4.00000 46164.00| Borrow Excavation (A-2 or Better) | | | 0080 405A000 44146.000 GAL | 1.43000 63128.78| 1.65000 72840.90| Tack Coat | | | 0090 408A051 5476.000 SQYD| 0.45000 2464.20| 1.00000 5476.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0100 408A053 259680.000 SQYD| 0.39000 101275.20| 0.47000 122049.60| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0110 410A002 1.000 EACH| 21000.00000 21000.00| 2000.00000 2000.00| Profilograph | | | 0120 420A011 11740.000 TON | 52.62000 617758.80| 50.90000 597566.00| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0130 424A280 16222.000 TON | 35.70000 579125.40| 35.10000 569392.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0140 424B281 32445.000 TON | 29.77000 965887.65| 30.64000 994114.80| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0150 424B289 28672.000 TON | 27.76000 795934.72| 33.65000 964812.80| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 075 -3 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030530075 COUNTIES : PIKE COFFEE LETTING DATE : 05/30/03 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 424B581 32445.000 TON | 26.51000 860116.95| 29.10000 944149.50| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0170 428C000 68298.000 LF | 0.13000 8878.74| 0.10000 6829.80| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0180 430B000 100.000 TON | 26.00000 2600.00| 22.00000 2200.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0190 600A000 LUMP| 53750.00000 53750.00| 75000.00000 75000.00| Mobilization | | | 0200 606A000 250.000 LF | 10.00000 2500.00| 10.00000 2500.00| 6" Underdrain Pipe | | | 0210 614A000 1.000 CUYD| 525.00000 525.00| 350.00000 350.00| Slope Paving | | | 0220 621C056 8.000 EACH| 1350.00000 10800.00| 1650.00000 13200.00| Inlets, Type S3 (1 Wing)(Partial) | | | 0230 621C062 1.000 EACH| 1450.00000 1450.00| 1750.00000 1750.00| Inlets, Type S3 (2 Wing) (Partial) | | | 0240 623A000 20.000 LF | 29.54000 590.80| 25.00000 500.00| Concrete Gutter | | | 0250 623C000 2640.000 LF | 10.00000 26400.00| 17.50000 46200.00| Combination Curb & Gutter, Type C | | | 0260 630A001 2375.000 LF | 10.10000 23987.50| 10.00000 23750.00| Steel Beam Guardrail, Class A, Type 2 | | | 0270 630C001 7.000 EACH| 650.00000 4550.00| 643.50000 4504.50| Guardrail End Anchor, Type 8 | | | 0280 630C050 7.000 EACH| 1355.00000 9485.00| 1341.45000 9390.15| Guardrail End Anchor, Type 20 Series | | | 0290 651B000 36.000 TON | 25.00000 900.00| 23.76000 855.36| Agricultural Limestone | | | 0300 652A061 18.000 ACRE| 388.00000 6984.00| 391.05000 7038.90| Seeding (Mix 3E) | | | 0310 654A001 424.000 SQYD| 2.25000 954.00| 2.18000 924.32| Solid Sodding (Bermuda) | | | 0320 656A000 18.000 ACRE| 350.00000 6300.00| 346.50000 6237.00| Mulching, Class A, Type 1 | | | 0330 665F000 200.000 EACH| 3.60000 720.00| 3.47000 694.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 075 -4 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030530075 COUNTIES : PIKE COFFEE LETTING DATE : 05/30/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 665G000 75.000 EACH| 1.50000 112.50| 1.49000 111.75| Sand Bags | | | 0350 665J000 2500.000 LF | 2.55000 6375.00| 2.67000 6675.00| Silt Fence, Type A | | | 0360 680A000 LUMP| 3000.00000 3000.00| 3797.66000 3797.66| Engineering Controls | | | 0370 701C000 145.000 MILE| 390.00000 56550.00| 390.00000 56550.00| Broken Temporary Traffic Stripe | | | 0380 701C001 147.000 MILE| 460.00000 67620.00| 460.00000 67620.00| Solid Temporary Traffic Stripe | | | 0390 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Paint) | | | 0400 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Plastic) | | | 0410 701D014 1.000 MILE| 1350.00000 1350.00| 1350.00000 1350.00| Broken Traffic Stripe Removed (Paint) | | | 0420 701D015 1.000 MILE| 1450.00000 1450.00| 1450.00000 1450.00| Broken Traffic Stripe Removed (Plastic) | | | 0430 702A040 15.000 MILE| 2350.00000 35250.00| 2350.00000 35250.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0440 702A041 15.000 MILE| 4600.00000 69000.00| 4600.00000 69000.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0450 702A042 15.000 MILE| 2350.00000 35250.00| 2350.00000 35250.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0460 702A043 15.000 MILE| 4600.00000 69000.00| 4600.00000 69000.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0470 702B011 4100.000 LF | 2.10000 8610.00| 2.10000 8610.00| Dotted Profiled Traffic Stripe (6" Wide | | | 0480 703A002 4309.000 SQFT| 2.50000 10772.50| 2.50000 10772.50| Traffic Control Markings, Class 2, Type | | | A | | | 0490 703B002 606.000 SQFT| 3.50000 2121.00| 3.50000 2121.00| Traffic Control Legends, Class 2, Type | | | 0500 703D001 21544.000 SQFT| 1.30000 28007.20| 1.30000 28007.20| Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/03 PAGE : 075 -5 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030530075 COUNTIES : PIKE COFFEE LETTING DATE : 05/30/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 705A030 56.000 EACH| 5.25000 294.00| 5.25000 294.00| Pavement Markers, Class A-H, Type 2-C | | | 0520 705A031 1010.000 EACH| 5.25000 5302.50| 5.25000 5302.50| Pavement Markers, Class A-H, Type 1-A | | | 0530 705A032 218.000 EACH| 5.25000 1144.50| 5.25000 1144.50| Pavement Markers, Class A-H, Type 1-B | | | 0540 705A037 1916.000 EACH| 5.25000 10059.00| 5.25000 10059.00| Pavement Markers, Class A-H, Type 2-D | | | 0550 705A038 177.000 EACH| 5.25000 929.25| 5.25000 929.25| Pavement Markers, Class A-H, Type 2-E | | | 0560 740B000 1254.000 SQFT| 7.35000 9216.90| 7.35000 9216.90| Construction Signs | | | 0570 740D000 150.000 EACH| 35.00000 5250.00| 75.00000 11250.00| Channelizing Drums | | | 0580 740E000 150.000 EACH| 15.00000 2250.00| 12.00000 1800.00| Cones (36 Inches High) | | | 0590 740F002 12.000 EACH| 100.00000 1200.00| 250.00000 3000.00| Barricades, Type III | | | 0600 740I005 12.000 EACH| 120.00000 1440.00| 315.00000 3780.00| Warning Lights, Type B (Detachable Head | | | 0610 740M001 150.000 EACH| 8.00000 1200.00| 7.53000 1129.50| Ballast For Cone | | | 0620 741C010 2.000 EACH| 1515.00000 3030.00| 3150.00000 6300.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 4,686,809.09| $ 4,993,330.12| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,686,809.09| $ 4,993,330.12| $ ====================================================================================================================================