ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 320 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : ACIM-IM-I010(327) for constructing the I-10 Interchange Improvement including dual Bridges north of Bayou La Batre. Length - 1.382 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14003 W. S. NEWELL, INC. $ 10,730,937.67 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 11,012,911.31 102.6277% 3 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 11,418,456.82 106.4069% 4 13008 MOBILE ASPHALT COMPANY, LLC $ 11,629,098.56 108.3698% 5 12003 L & A CONTRACTING COMPANY $ 12,730,042.24 118.6294% 6 30015 S. J. & L., INC & FRANK TURNER CONSTRUCTION CO. INC $ 13,033,987.20 121.4618% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 864000.00000 864000.00| 77420.08000 77420.08| 400000.00000 400000.00 Clearing & Grubbing (Approximately 132 | | | ACRES) | | | 0020 206A000 LUMP| 85000.00000 85000.00| 87011.32000 87011.32| 100000.00000 100000.00 Removal Of Old Bridge, Station 122+20 | | | 0030 206C002 1048.000 SQYD| 1.00000 1048.00| 3.31000 3468.88| 2.43000 2546.64 Removing Concrete Slope Paving | | | 0040 206C016 309.000 SQYD| 3.00000 927.00| 4.56000 1409.04| 4.12000 1273.08 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0050 206D000 772.000 LF | 4.00000 3088.00| 4.29000 3311.88| 11.00000 8492.00 Removing Pipe | | | 0060 206D001 2373.000 LF | 1.00000 2373.00| 0.55000 1305.15| 2.00000 4746.00 Removing Guardrail | | | 0070 206D011 14204.000 LF | 1.31000 18607.24| 0.49000 6959.96| 1.25000 17755.00 Removing Fence | | | 0080 206E050 7.000 EACH| 125.00000 875.00| 107.68000 753.76| 350.00000 2450.00 Removing Slope Paved Headwall | | | 0090 210A000 524806.000 CUYD| 1.56000 818697.36| 1.41000 739976.46| 2.25000 1180813.50 Unclassified Excavation | | | 0100 210D012 250676.000 CUYD| 0.01000 2506.76| 3.00000 752028.00| 1.50000 376014.00 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0110 214A000 8247.000 CUYD| 3.00000 24741.00| 3.11000 25648.17| 10.00000 82470.00 Structure Excavation | | | 0120 214B000 2793.000 CUYD| 3.00000 8379.00| 4.16000 11618.88| 7.00000 19551.00 Foundation Backfill, Local | | | 0130 215A000 720.000 CUYD| 9.00000 6480.00| 34.80000 25056.00| 25.00000 18000.00 Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 2000.00000 2000.00| 9281.21000 9281.21| 33495.00000 33495.00 Cofferdams Or Sheeting And Shoring, | | | STATION 272+32.6467, SBL | | | 0150 215B001 LUMP| 2000.00000 2000.00| 9281.21000 9281.21| 33495.00000 33495.00 Cofferdams Or Sheeting And Shoring, | | | STATION 272+32.4533, NBL | | | 0160 230A000 323.000 RBST| 160.00000 51680.00| 187.68000 60620.64| 650.00000 209950.00 Roadbed Processing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301A012 134173.000 SQYD| 6.58000 882858.34| 6.35000 851998.55| 7.75000 1039840.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0180 401A000 134173.000 SQYD| 0.25000 33543.25| 0.41000 55010.93| 0.25000 33543.25 Bituminous Treatment A | | | 0190 405A000 12770.000 GAL | 0.85000 10854.50| 1.13000 14430.10| 0.86000 10982.20 Tack Coat | | | 0200 408A053 9259.000 SQYD| 1.20000 11110.80| 1.29000 11944.11| 1.22000 11295.98 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0210 410B000 1.000 EACH| 5000.00000 5000.00| 2413.00000 2413.00| 5075.00000 5075.00 State Furnished Profilograph | | | 0220 420A011 2002.000 TON | 58.20000 116516.40| 55.74000 111591.48| 59.07000 118258.14 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0230 423A002 5072.000 TON | 46.50000 235848.00| 48.80000 247513.60| 47.20000 239398.40 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0240 423B001 6815.000 TON | 46.55000 317238.25| 47.59000 324325.85| 47.25000 322008.75 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0250 424A361 6724.000 TON | 32.15000 216176.60| 34.46000 231709.04| 32.63000 219404.12 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0260 424B581 17330.000 TON | 30.75000 532897.50| 31.15000 539829.50| 31.21000 540869.30 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0270 424B589 745.000 TON | 31.70000 23616.50| 40.16000 29919.20| 32.18000 23974.10 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0280 424B651 10223.000 TON | 29.85000 305156.55| 32.81000 335416.63| 30.30000 309756.90 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424B655 100.000 TON | 100.00000 10000.00| 39.86000 3986.00| 101.50000 10150.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0300 424B659 324.000 TON | 34.00000 11016.00| 40.83000 13228.92| 34.51000 11181.24 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0310 424B682 16079.000 TON | 30.75000 494429.25| 33.62000 540575.98| 31.21000 501825.59 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0320 428C000 35962.000 LF | 0.25000 8990.50| 0.23000 8271.26| 0.25000 8990.50 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0330 450B000 320.000 SQYD| 65.00000 20800.00| 108.42000 34694.40| 50.75000 16240.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0340 502A000 126200.000 LB | 0.50000 63100.00| 0.44000 55528.00| 0.36000 45432.00 Steel Reinforcement | | | 0350 502B000 LUMP| 75000.00000 75000.00| 71929.36000 71929.36| 56840.00000 56840.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 272+29.6467, S.B.L.| | | , APPROX 161,200 | | | 0360 502B001 LUMP| 75000.00000 75000.00| 71929.36000 71929.36| 56840.00000 56840.00 Steel Reinforcement For Bridge | | | Superstructure STA. 272+32.4533, N.B.L.,| | | APPROX. | | | 0370 505A002 4.000 EACH| 2000.00000 8000.00| 10093.31000 40373.24| 2030.00000 8120.00 Steel Test Piles (HP 12x53) | | | 0380 505B057 4.000 EACH| 2000.00000 8000.00| 11601.51000 46406.04| 1522.50000 6090.00 Static Loading Tests (HP 12x53) | | | 0390 505B087 4.000 EACH| 1750.00000 7000.00| 3480.45000 13921.80| 355.25000 1421.00 Dynamic Loading Tests (HP 12x53) | | | 0400 505M002 10880.000 LF | 24.50000 266560.00| 15.08000 164070.40| 19.29000 209875.20 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 508A000 10900.000 LB | 2.35000 25615.00| 2.83000 30847.00| 2.18000 23762.00 Structural Steel | | | 0420 510A000 702.000 CUYD| 370.00000 259740.00| 597.48000 419430.96| 380.63000 267202.26 Bridge Substructure Concrete, Class A | | | 0430 510C051 LUMP| 354000.00000 354000.00| 301639.24000 301639.24| 271005.00000 271005.00 Bridge Concrete Superstructure, STA. | | | 272+29.6467, S.B.L., APPROX | | | 0440 510C052 LUMP| 354000.00000 354000.00| 301639.24000 301639.24| 271005.00000 271005.00 Bridge Concrete Superstructure, STA. | | | 272+32.4533, N.B.L., APPROX. 869 | | | 0450 510E000 4692.000 SQYD| 2.00000 9384.00| 2.61000 12246.12| 2.03000 9524.76 Grooving Concrete Bridge Decks | | | 0460 511A001 128.000 EACH| 100.00000 12800.00| 107.89000 13809.92| 83.23000 10653.44 Elastomeric Bearings, Type 2 | | | 0470 513B019 6976.000 LF | 129.00000 899904.00| 102.09000 712179.84| 91.35000 637257.60 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0480 530A000 29.000 LF | 38.50000 1116.50| 26.81000 777.49| 50.00000 1450.00 15" Roadway Pipe (Class 3 R.C.) | | | 0490 530A001 84.000 LF | 41.50000 3486.00| 23.09000 1939.56| 45.00000 3780.00 18" Roadway Pipe (Class 3 R.C.) | | | 0500 530A002 2050.000 LF | 29.50000 60475.00| 28.57000 58568.50| 35.00000 71750.00 24" Roadway Pipe (Class 3 R.C.) | | | 0510 530A003 202.000 LF | 37.00000 7474.00| 37.85000 7645.70| 42.00000 8484.00 30" Roadway Pipe (Class 3 R.C.) | | | 0520 530A004 1383.000 LF | 47.50000 65692.50| 57.47000 79481.01| 68.00000 94044.00 36" Roadway Pipe (Class 3 R.C.) | | | 0530 530A005 548.000 LF | 58.00000 31784.00| 70.10000 38414.80| 85.00000 46580.00 42" Roadway Pipe (Class 3 R.C.) | | | 0540 530A105 40.000 LF | 90.00000 3600.00| 82.22000 3288.80| 120.00000 4800.00 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0550 530A800 27.000 LF | 25.00000 675.00| 22.59000 609.93| 50.00000 1350.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0560 530B002 130.000 LF | 40.00000 5200.00| 32.41000 4213.30| 35.00000 4550.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 530B003 124.000 LF | 53.00000 6572.00| 40.92000 5074.08| 50.00000 6200.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0580 530B004 122.000 LF | 67.00000 8174.00| 58.64000 7154.08| 70.00000 8540.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0590 530B007 480.000 LF | 116.00000 55680.00| 110.27000 52929.60| 120.00000 57600.00 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0600 530B008 98.000 LF | 144.00000 14112.00| 152.15000 14910.70| 175.00000 17150.00 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0610 533A098 629.000 LF | 24.00000 15096.00| 19.98000 12567.42| 25.00000 15725.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0620 533A100 236.000 LF | 38.00000 8968.00| 37.50000 8850.00| 50.00000 11800.00 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0630 535A001 156.000 LF | 17.00000 2652.00| 14.87000 2319.72| 20.00000 3120.00 18" Side Drain Pipe | | | 0640 535A002 286.000 LF | 21.00000 6006.00| 15.22000 4352.92| 23.00000 6578.00 24" Side Drain Pipe | | | 0650 535A004 104.000 LF | 33.00000 3432.00| 28.26000 2939.04| 65.00000 6760.00 36" Side Drain Pipe | | | 0660 600A000 LUMP| 1023584.00000 1023584.00| 996579.42000 996579.42| 1000000.00000 1000000.00 Mobilization | | | 0670 602A000 61.000 EACH| 65.00000 3965.00| 150.87000 9203.07| 95.25000 5810.25 Right Of Way Markers | | | 0680 606A012 1000.000 LF | 10.00000 10000.00| 5.19000 5190.00| 8.88000 8880.00 6" Underdrain Pipe, Type 8 | | | 0690 610C001 637.000 TON | 30.00000 19110.00| 38.33000 24416.21| 35.00000 22295.00 Loose Riprap, Class 2 | | | 0700 610D003 432.000 SQYD| 1.75000 756.00| 3.29000 1421.28| 2.00000 864.00 Filter Blanket, Geotextile | | | 0710 614A000 607.000 CUYD| 210.00000 127470.00| 229.99000 139603.93| 225.00000 136575.00 Slope Paving | | | 0720 614A001 189.000 CUYD| 0.01000 1.89| 273.80000 51748.20| 230.00000 43470.00 Slope Paving (Under Bridges) | | | 0730 619A001 1.000 EACH| 325.00000 325.00| 355.94000 355.94| 355.25000 355.25 15" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 619A002 2.000 EACH| 375.00000 750.00| 410.70000 821.40| 456.75000 913.50 18" Roadway Pipe End Treatment, Class 1 | | | 0750 619A003 24.000 EACH| 428.00000 10272.00| 468.74000 11249.76| 456.75000 10962.00 24" Roadway Pipe End Treatment, Class 1 | | | 0760 619A004 4.000 EACH| 498.00000 1992.00| 545.40000 2181.60| 609.00000 2436.00 30" Roadway Pipe End Treatment, Class 1 | | | 0770 619A005 2.000 EACH| 643.00000 1286.00| 704.20000 1408.40| 710.50000 1421.00 36" Roadway Pipe End Treatment, Class 1 | | | 0780 619A006 1.000 EACH| 790.00000 790.00| 865.20000 865.20| 1015.00000 1015.00 42" Roadway Pipe End Treatment, Class 1 | | | 0790 619A055 3.000 EACH| 825.00000 2475.00| 903.52000 2710.56| 710.50000 2131.50 36" Roadway Pipe End Treatment, Class 2 | | | 0800 619A101 4.000 EACH| 390.00000 1560.00| 427.12000 1708.48| 456.75000 1827.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0810 619A102 8.000 EACH| 475.00000 3800.00| 520.21000 4161.68| 456.75000 3654.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0820 619A206 2.000 EACH| 890.00000 1780.00| 974.71000 1949.42| 1015.00000 2030.00 42" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0830 619A229 2.000 EACH| 999.00000 1998.00| 1094.09000 2188.18| 710.50000 1421.00 36" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0840 619A274 2.000 EACH| 825.00000 1650.00| 903.53000 1807.06| 710.50000 1421.00 36" Side Drain Pipe End Treatment, | | | Class 1 (Double Line) | | | 0850 619B023 2.000 EACH| 700.00000 1400.00| 766.63000 1533.26| 1218.00000 2436.00 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0860 619B068 2.000 EACH| 825.00000 1650.00| 903.53000 1807.06| 558.25000 1116.50 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0870 619B268 2.000 EACH| 725.00000 1450.00| 794.01000 1588.02| 558.25000 1116.50 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1, (Double Line) | | | 0880 619B284 2.000 EACH| 925.00000 1850.00| 1013.05000 2026.10| 659.75000 1319.50 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 619B317 2.000 EACH| 1225.00000 2450.00| 1341.60000 2683.20| 1218.00000 2436.00 65" Span, 40" Rise Roadway Pipe End | | | Treatment,Class 2 (Triple Line) | | | 0900 620A000 2.000 CUYD| 500.00000 1000.00| 547.59000 1095.18| 1015.00000 2030.00 Minor Structure Concrete | | | 0910 621A011 11.000 EACH| 2500.00000 27500.00| 2737.96000 30117.56| 2537.50000 27912.50 Junction Boxes, Type 1 Or 1P | | | 0920 621A013 2.000 EACH| 3800.00000 7600.00| 4161.70000 8323.40| 4060.00000 8120.00 Junction Boxes, Type Special | | | 0930 621A019 6.000 EACH| 3000.00000 18000.00| 3285.55000 19713.30| 4060.00000 24360.00 Junction Boxes, Type 1 Or 2P | | | 0940 621B011 1.000 EACH| 250.00000 250.00| 273.80000 273.80| 355.25000 355.25 Junction Box Units, Type 1 Or 1P | | | 0950 621C020 16.000 EACH| 1500.00000 24000.00| 1642.77000 26284.32| 1522.50000 24360.00 Inlets, Type Y | | | 0960 621C027 6.000 EACH| 1500.00000 9000.00| 1642.77000 9856.62| 1522.50000 9135.00 Inlets, Type C | | | 0970 621D019 22.000 EACH| 225.00000 4950.00| 246.42000 5421.24| 253.75000 5582.50 Inlet Units, Type Y | | | 0980 624A000 1182.000 LF | 7.50000 8865.00| 8.21000 9704.22| 5.08000 6004.56 Cable Guiderail | | | 0990 624B000 2.000 EACH| 1650.00000 3300.00| 985.67000 1971.34| 1776.25000 3552.50 Cable Guiderail Anchor | | | 1000 629A053 690.000 LF | 93.50000 64515.00| 102.40000 70656.00| 75.00000 51750.00 Concrete Median Or Safety Barrier, Type | | | 1B (Modified) | | | 1010 630A001 2880.000 LF | 11.00000 31680.00| 12.05000 34704.00| 10.66000 30700.80 Steel Beam Guardrail, Class A, Type 2 | | | 1020 630C001 14.000 EACH| 500.00000 7000.00| 547.59000 7666.26| 659.75000 9236.50 Guardrail End Anchor, Type 8 | | | 1030 630C003 4.000 EACH| 1000.00000 4000.00| 985.67000 3942.68| 1106.35000 4425.40 Guardrail End Anchor, Type 13 | | | 1040 630C050 8.000 EACH| 1500.00000 12000.00| 1752.29000 14018.32| 1624.00000 12992.00 Guardrail End Anchor, Type 20 Series | | | 1050 630C070 10.000 EACH| 1100.00000 11000.00| 1423.74000 14237.40| 1471.75000 14717.50 Guardrail End Anchor, Type 10 Series | | | 1060 634A002 14063.000 LF | 7.36000 103503.68| 8.28000 116441.64| 9.16000 128817.08 Industrial Fence, 6 Feet High | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 636A000 6564.000 LF | 3.16000 20742.24| 4.78000 31375.92| 3.21000 21070.44 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 1080 637A000 405.000 LF | 5.25000 2126.25| 6.34000 2567.70| 5.33000 2158.65 Fence Reset | | | 1090 650B000 41236.000 CUYD| 1.50000 61854.00| 4.96000 204530.56| 5.00000 206180.00 Topsoil From Stockpiles | | | 1100 652A061 132.000 ACRE| 500.00000 66000.00| 438.07000 57825.24| 406.00000 53592.00 Seeding (Mix 3E) | | | 1110 652C000 132.000 ACRE| 45.00000 5940.00| 32.86000 4337.52| 30.45000 4019.40 Mowing | | | 1120 654A000 1027.000 SQYD| 4.00000 4108.00| 3.83000 3933.41| 3.55000 3645.85 Solid Sodding | | | 1130 656A000 106.000 ACRE| 450.00000 47700.00| 438.07000 46435.42| 406.00000 43036.00 Mulching, Class A, Type 1 | | | 1140 656A001 26.000 ACRE| 475.00000 12350.00| 438.07000 11389.82| 406.00000 10556.00 Mulching, Class A, Type 2 | | | 1150 659A002 31775.000 SQYD| 4.00000 127100.00| 3.95000 125511.25| 5.02000 159510.50 Erosion Control Netting, Class C1 | | | 1160 665A000 33.000 ACRE| 300.00000 9900.00| 438.07000 14456.31| 406.00000 13398.00 Temporary Seeding | | | 1170 665B000 33.000 ACRE| 400.00000 13200.00| 438.07000 14456.31| 406.00000 13398.00 Temporary Mulching | | | 1180 665F000 518.000 EACH| 6.00000 3108.00| 6.03000 3123.54| 11.29000 5848.22 Hay Bales | | | 1190 665I000 1257.000 TON | 30.00000 37710.00| 17.55000 22060.35| 16.14000 20287.98 Temporary Riprap, Class 2 | | | 1200 665J000 14086.000 LF | 3.00000 42258.00| 2.29000 32256.94| 6.22000 87614.92 Silt Fence, Type A | | | 1210 665K000 1100.000 CUYD| 3.00000 3300.00| 4.37000 4807.00| 7.03000 7733.00 Drainage Sump Excavation | | | 1220 665N000 378.000 TON | 25.00000 9450.00| 18.70000 7068.60| 26.17000 9892.26 Temporary Coarse Aggregate For Inlet | | | Protection | | | 1230 666A001 132.000 ACRE| 25.00000 3300.00| 21.90000 2890.80| 20.30000 2679.60 Pest Control Treatment | | | 1240 680A000 LUMP| 0.01000 0.01| 96080.32000 96080.32| 130000.00000 130000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1250 701C000 4.000 MILE| 300.00000 1200.00| 353.75000 1415.00| 327.85000 1311.40 Broken Temporary Traffic Stripe | | | 1260 701C001 17.000 MILE| 350.00000 5950.00| 401.93000 6832.81| 372.51000 6332.67 Solid Temporary Traffic Stripe | | | 1270 701D007 2.000 MILE| 1500.00000 3000.00| 1283.56000 2567.12| 1189.58000 2379.16 Solid Traffic Stripe Removed (Paint) | | | 1280 701F000 6978.000 LF | 0.35000 2442.30| 0.38000 2651.64| 0.36000 2512.08 Dotted Temporary Traffic Stripe | | | 1290 701G121 2000.000 LF | 2.50000 5000.00| 2.03000 4060.00| 1.88000 3760.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1300 701G125 1000.000 LF | 4.00000 4000.00| 4.16000 4160.00| 3.86000 3860.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1310 701G133 1000.000 LF | 4.00000 4000.00| 4.17000 4170.00| 3.87000 3870.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1320 702A040 3.000 MILE| 1600.00000 4800.00| 2236.36000 6709.08| 2072.63000 6217.89 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1330 702A041 9.000 MILE| 4200.00000 37800.00| 4545.01000 40905.09| 4212.25000 37910.25 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1340 702A043 8.000 MILE| 4200.00000 33600.00| 4545.01000 36360.08| 4212.25000 33698.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1350 702B011 6978.000 LF | 2.00000 13956.00| 1.81000 12630.18| 1.67000 11653.26 Dotted Profiled Traffic Stripe (6" Wide | | | 1360 703A002 7901.000 SQFT| 2.00000 15802.00| 2.35000 18567.35| 2.18000 17224.18 Traffic Control Markings, Class 2, Type | | | A | | | 1370 703B002 404.000 SQFT| 2.50000 1010.00| 3.12000 1260.48| 2.89000 1167.56 Traffic Control Legends, Class 2, Type | | | 1380 703D001 6925.000 SQFT| 1.50000 10387.50| 1.48000 10249.00| 1.37000 9487.25 Temporary Traffic Control Markings | | | 1390 705A030 67.000 EACH| 5.00000 335.00| 5.48000 367.16| 5.08000 340.36 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 705A031 1720.000 EACH| 5.00000 8600.00| 5.48000 9425.60| 5.08000 8737.60 Pavement Markers, Class A-H, Type 1-A | | | 1410 705A032 1245.000 EACH| 5.00000 6225.00| 5.48000 6822.60| 5.08000 6324.60 Pavement Markers, Class A-H, Type 1-B | | | 1420 705A037 156.000 EACH| 5.00000 780.00| 5.32000 829.92| 4.93000 769.08 Pavement Markers, Class A-H, Type 2-D | | | 1430 705A038 271.000 EACH| 5.00000 1355.00| 5.48000 1485.08| 5.08000 1376.68 Pavement Markers, Class A-H, Type 2-E | | | 1440 707B003 1.000 EACH| 175.00000 175.00| 191.65000 191.65| 126.88000 126.88 Type A Hazard Marker Installation | | | 1450 710A115 556.000 SQFT| 15.00000 8340.00| 16.43000 9135.08| 15.12000 8406.72 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1460 710A126 205.000 SQFT| 18.00000 3690.00| 19.71000 4040.55| 17.15000 3515.75 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1470 710A140 3031.000 SQFT| 20.00000 60620.00| 24.09000 73016.79| 23.24000 70440.44 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1480 710A141 184.000 SQFT| 24.00000 4416.00| 26.28000 4835.52| 23.85000 4388.40 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1490 710A142 18.000 SQFT| 30.00000 540.00| 32.86000 591.48| 30.45000 548.10 Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | 1500 710B001 1065.000 LF | 5.00000 5325.00| 6.57000 6997.05| 6.50000 6922.50 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1510 710B007 48.000 LF | 80.00000 3840.00| 87.61000 4205.28| 64.71000 3106.08 Roadway Sign Post (W6 x 15 Steel Beam) | | | 1520 710B008 192.000 LF | 75.00000 14400.00| 93.09000 17873.28| 65.98000 12668.16 Roadway Sign Post (W8 x 18 Steel Beam) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1530 713A000 24.000 LF | 125.00000 3000.00| 116.36000 2792.64| 50.75000 1218.00 Permanent Barricades | | | 1540 715A000 LUMP| 39000.00000 39000.00| 42712.12000 42712.12| 32342.98000 32342.98 Overhead Roadway Sign Structure No. 1 | | | 1550 715A001 LUMP| 39000.00000 39000.00| 42712.12000 42712.12| 32155.20000 32155.20 Overhead Roadway Sign Structure No. 2 | | | 1560 715A002 LUMP| 42000.00000 42000.00| 48188.03000 48188.03| 37377.38000 37377.38 Overhead Roadway Sign Structure No. 3 | | | 1570 715A003 LUMP| 39000.00000 39000.00| 42712.12000 42712.12| 32155.20000 32155.20 Overhead Roadway Sign Structure No. 4 | | | 1580 715A004 LUMP| 39000.00000 39000.00| 42712.12000 42712.12| 32627.18000 32627.18 Overhead Roadway Sign Structure No. 5 | | | 1590 726A000 11130.000 LF | 27.00000 300510.00| 29.02000 322992.60| 27.41000 305073.30 Portable Concrete Safety Barriers, Type | | | 6 | | | 1600 726A001 20.000 LF | 100.00000 2000.00| 54.76000 1095.20| 50.75000 1015.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1610 726D025 2.000 EACH| 15000.00000 30000.00| 12594.60000 25189.20| 11672.50000 23345.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1620 740B000 1227.000 SQFT| 10.00000 12270.00| 8.12000 9963.24| 9.14000 11214.78 Construction Signs | | | 1630 740D000 170.000 EACH| 40.00000 6800.00| 69.61000 11833.70| 59.89000 10181.30 Channelizing Drums | | | 1640 740E000 50.000 EACH| 0.01000 0.50| 11.81000 590.50| 16.24000 812.00 Cones (36 Inches High) | | | 1650 740F002 28.000 EACH| 225.00000 6300.00| 232.03000 6496.84| 203.00000 5684.00 Barricades, Type III | | | 1660 740I005 14.000 EACH| 250.00000 3500.00| 580.08000 8121.12| 558.25000 7815.50 Warning Lights, Type B (Detachable Head | | | 1670 740L005 68.000 EACH| 30.00000 2040.00| 87.01000 5916.68| 76.13000 5176.84 Vertical Panel, Type I (Double-Sided) | | | 1680 740M001 50.000 EACH| 0.01000 0.50| 6.90000 345.00| 8.12000 406.00 Ballast For Cone | | | 1690 741C010 1.000 EACH| 3500.00000 3500.00| 4640.61000 4640.61| 3654.00000 3654.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 23011 |( 3 ) 01059 |W. S. NEWELL, INC. |HOSEA O. WEAVER & SONS, INC |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1700 742A001 2.000 EACH| 10000.00000 20000.00| 17402.26000 34804.52| 14717.50000 29435.00 Portable Changeable Message Sign, Type | | | 1710 999 000 5000.000 HOUR| 0.80000 4000.00| 0.80000 4000.00| 0.80000 4000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,730,937.67| $ 11,012,911.31| $ 11,418,456.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,730,937.67| $ 11,012,911.31| $ 11,418,456.82 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 513809.80000 513809.80| 542400.00000 542400.00| 276500.00000 276500.00 Clearing & Grubbing (Approximately 132 | | | ACRES) | | | 0020 206A000 LUMP| 90515.95000 90515.95| 101759.54000 101759.54| 86800.00000 86800.00 Removal Of Old Bridge, Station 122+20 | | | 0030 206C002 1048.000 SQYD| 3.30000 3458.40| 6.15000 6445.20| 3.60000 3772.80 Removing Concrete Slope Paving | | | 0040 206C016 309.000 SQYD| 10.05000 3105.45| 11.03000 3408.27| 4.10000 1266.90 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0050 206D000 772.000 LF | 5.35000 4130.20| 9.23000 7125.56| 7.55000 5828.60 Removing Pipe | | | 0060 206D001 2373.000 LF | 1.60000 3796.80| 1.28000 3037.44| 2.50000 5932.50 Removing Guardrail | | | 0070 206D011 14204.000 LF | 2.20000 31248.80| 1.69000 24004.76| 1.90000 26987.60 Removing Fence | | | 0080 206E050 7.000 EACH| 114.25000 799.75| 328.00000 2296.00| 115.00000 805.00 Removing Slope Paved Headwall | | | 0090 210A000 524806.000 CUYD| 2.85000 1495697.10| 2.24000 1175565.44| 2.95000 1548177.70 Unclassified Excavation | | | 0100 210D012 250676.000 CUYD| 0.01000 2506.76| 6.72000 1684542.72| 6.15000 1541657.40 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0110 214A000 8247.000 CUYD| 1.95000 16081.65| 2.87000 23668.89| 5.75000 47420.25 Structure Excavation | | | 0120 214B000 2793.000 CUYD| 10.15000 28348.95| 10.25000 28628.25| 6.80000 18992.40 Foundation Backfill, Local | | | 0130 215A000 720.000 CUYD| 33.50000 24120.00| 6.91000 4975.20| 34.75000 25020.00 Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 31289.45000 31289.45| 36466.46000 36466.46| 9260.00000 9260.00 Cofferdams Or Sheeting And Shoring, | | | STATION 272+32.6467, SBL | | | 0150 215B001 LUMP| 31289.45000 31289.45| 19666.46000 19666.46| 9260.00000 9260.00 Cofferdams Or Sheeting And Shoring, | | | STATION 272+32.4533, NBL | | | 0160 230A000 323.000 RBST| 285.85000 92329.55| 170.15000 54958.45| 200.00000 64600.00 Roadbed Processing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301A012 134173.000 SQYD| 7.55000 1013006.15| 9.02000 1210240.46| 7.05000 945919.65 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0180 401A000 134173.000 SQYD| 0.25000 33543.25| 0.26000 34884.98| 0.50000 67086.50 Bituminous Treatment A | | | 0190 405A000 12770.000 GAL | 0.85000 10854.50| 0.87000 11109.90| 1.35000 17239.50 Tack Coat | | | 0200 408A053 9259.000 SQYD| 1.15000 10647.85| 1.23000 11388.57| 2.30000 21295.70 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0210 410B000 1.000 EACH| 918.20000 918.20| 5125.00000 5125.00| 4630.00000 4630.00 State Furnished Profilograph | | | 0220 420A011 2002.000 TON | 57.00000 114114.00| 59.66000 119439.32| 56.70000 113513.40 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0230 423A002 5072.000 TON | 46.00000 233312.00| 47.66000 241731.52| 64.55000 327397.60 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0240 423B001 6815.000 TON | 46.00000 313490.00| 47.71000 325143.65| 62.10000 423211.50 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0250 424A361 6724.000 TON | 32.00000 215168.00| 32.95000 221555.80| 40.00000 268960.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0260 424B581 17330.000 TON | 32.00000 554560.00| 31.52000 546241.60| 41.40000 717462.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0270 424B589 745.000 TON | 32.00000 23840.00| 32.49000 24205.05| 41.40000 30843.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0280 424B651 10223.000 TON | 32.00000 327136.00| 30.60000 312823.80| 38.20000 390518.60 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424B655 100.000 TON | 50.00000 5000.00| 29.21000 2921.00| 56.30000 5630.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0300 424B659 324.000 TON | 34.00000 11016.00| 34.85000 11291.40| 44.70000 14482.80 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0310 424B682 16079.000 TON | 32.00000 514528.00| 31.52000 506810.08| 37.50000 602962.50 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0320 428C000 35962.000 LF | 0.15000 5394.30| 1.50000 53943.00| 0.15000 5394.30 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0330 450B000 320.000 SQYD| 55.85000 17872.00| 253.71000 81187.20| 114.60000 36672.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0340 502A000 126200.000 LB | 0.40000 50480.00| 0.41000 51742.00| 0.45000 56790.00 Steel Reinforcement | | | 0350 502B000 LUMP| 62578.90000 62578.90| 66092.00000 66092.00| 71750.00000 71750.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 272+29.6467, S.B.L.| | | , APPROX 161,200 | | | 0360 502B001 LUMP| 62578.90000 62578.90| 66092.00000 66092.00| 71750.00000 71750.00 Steel Reinforcement For Bridge | | | Superstructure STA. 272+32.4533, N.B.L.,| | | APPROX. | | | 0370 505A002 4.000 EACH| 2234.95000 8939.80| 5070.33000 20281.32| 10070.00000 40280.00 Steel Test Piles (HP 12x53) | | | 0380 505B057 4.000 EACH| 1676.20000 6704.80| 13288.48000 53153.92| 11575.00000 46300.00 Static Loading Tests (HP 12x53) | | | 0390 505B087 4.000 EACH| 391.10000 1564.40| 2185.16000 8740.64| 3470.00000 13880.00 Dynamic Loading Tests (HP 12x53) | | | 0400 505M002 10880.000 LF | 21.25000 231200.00| 16.33000 177670.40| 15.00000 163200.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 508A000 10900.000 LB | 2.40000 26160.00| 2.76000 30084.00| 2.80000 30520.00 Structural Steel | | | 0420 510A000 702.000 CUYD| 419.05000 294173.10| 378.35000 265601.70| 595.00000 417690.00 Bridge Substructure Concrete, Class A | | | 0430 510C051 LUMP| 298367.35000 298367.35| 360304.78000 360304.78| 300875.00000 300875.00 Bridge Concrete Superstructure, STA. | | | 272+29.6467, S.B.L., APPROX | | | 0440 510C052 LUMP| 298367.35000 298367.35| 307565.17000 307565.17| 300875.00000 300875.00 Bridge Concrete Superstructure, STA. | | | 272+32.4533, N.B.L., APPROX. 869 | | | 0450 510E000 4692.000 SQYD| 2.25000 10557.00| 1.68000 7882.56| 2.60000 12199.20 Grooving Concrete Bridge Decks | | | 0460 511A001 128.000 EACH| 91.65000 11731.20| 79.17000 10133.76| 107.65000 13779.20 Elastomeric Bearings, Type 2 | | | 0470 513B019 6976.000 LF | 100.55000 701436.80| 111.12000 775173.12| 101.85000 710505.60 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0480 530A000 29.000 LF | 28.55000 827.95| 25.63000 743.27| 21.25000 616.25 15" Roadway Pipe (Class 3 R.C.) | | | 0490 530A001 84.000 LF | 31.70000 2662.80| 28.91000 2428.44| 24.00000 2016.00 18" Roadway Pipe (Class 3 R.C.) | | | 0500 530A002 2050.000 LF | 32.45000 66522.50| 39.77000 81528.50| 31.45000 64472.50 24" Roadway Pipe (Class 3 R.C.) | | | 0510 530A003 202.000 LF | 46.05000 9302.10| 51.87000 10477.74| 41.70000 8423.40 30" Roadway Pipe (Class 3 R.C.) | | | 0520 530A004 1383.000 LF | 66.60000 92107.80| 72.37000 100087.71| 59.80000 82703.40 36" Roadway Pipe (Class 3 R.C.) | | | 0530 530A005 548.000 LF | 82.25000 45073.00| 91.64000 50218.72| 76.85000 42113.80 42" Roadway Pipe (Class 3 R.C.) | | | 0540 530A105 40.000 LF | 86.95000 3478.00| 96.56000 3862.40| 79.00000 3160.00 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0550 530A800 27.000 LF | 52.90000 1428.30| 24.09000 650.43| 22.30000 602.10 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0560 530B002 130.000 LF | 41.25000 5362.50| 42.23000 5489.90| 36.60000 4758.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 530B003 124.000 LF | 47.70000 5914.80| 53.10000 6584.40| 45.20000 5604.80 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0580 530B004 122.000 LF | 71.15000 8680.30| 74.83000 9129.26| 67.65000 8253.30 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0590 530B007 480.000 LF | 125.45000 60216.00| 136.33000 65438.40| 120.00000 57600.00 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0600 530B008 98.000 LF | 161.85000 15861.30| 166.05000 16272.90| 160.00000 15680.00 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0610 533A098 629.000 LF | 26.00000 16354.00| 27.68000 17410.72| 22.80000 14341.20 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0620 533A100 236.000 LF | 44.40000 10478.40| 51.87000 12241.32| 42.20000 9959.20 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0630 535A001 156.000 LF | 29.75000 4641.00| 27.68000 4318.08| 24.35000 3798.60 18" Side Drain Pipe | | | 0640 535A002 286.000 LF | 36.35000 10396.10| 42.23000 12077.78| 32.65000 9337.90 24" Side Drain Pipe | | | 0650 535A004 104.000 LF | 69.65000 7243.60| 73.60000 7654.40| 61.80000 6427.20 36" Side Drain Pipe | | | 0660 600A000 LUMP| 1120000.00000 1120000.00| 246748.80000 246748.80| 420000.00000 420000.00 Mobilization | | | 0670 602A000 61.000 EACH| 128.55000 7841.55| 65.52000 3996.72| 163.50000 9973.50 Right Of Way Markers | | | 0680 606A012 1000.000 LF | 9.15000 9150.00| 10.87000 10870.00| 6.50000 6500.00 6" Underdrain Pipe, Type 8 | | | 0690 610C001 637.000 TON | 34.95000 22263.15| 43.46000 27684.02| 32.75000 20861.75 Loose Riprap, Class 2 | | | 0700 610D003 432.000 SQYD| 3.00000 1296.00| 4.31000 1861.92| 2.30000 993.60 Filter Blanket, Geotextile | | | 0710 614A000 607.000 CUYD| 234.65000 142432.55| 280.00000 169960.00| 245.00000 148715.00 Slope Paving | | | 0720 614A001 189.000 CUYD| 251.45000 47524.05| 280.00000 52920.00| 32.20000 6085.80 Slope Paving (Under Bridges) | | | 0730 619A001 1.000 EACH| 363.20000 363.20| 522.75000 522.75| 376.00000 376.00 15" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 619A002 2.000 EACH| 419.05000 838.10| 604.75000 1209.50| 435.00000 870.00 18" Roadway Pipe End Treatment, Class 1 | | | 0750 619A003 24.000 EACH| 478.30000 11479.20| 686.75000 16482.00| 495.00000 11880.00 24" Roadway Pipe End Treatment, Class 1 | | | 0760 619A004 4.000 EACH| 556.50000 2226.00| 881.50000 3526.00| 575.00000 2300.00 30" Roadway Pipe End Treatment, Class 1 | | | 0770 619A005 2.000 EACH| 718.55000 1437.10| 1629.75000 3259.50| 745.00000 1490.00 36" Roadway Pipe End Treatment, Class 1 | | | 0780 619A006 1.000 EACH| 882.80000 882.80| 1414.50000 1414.50| 915.00000 915.00 42" Roadway Pipe End Treatment, Class 1 | | | 0790 619A055 3.000 EACH| 921.90000 2765.70| 1773.25000 5319.75| 955.00000 2865.00 36" Roadway Pipe End Treatment, Class 2 | | | 0800 619A101 4.000 EACH| 435.80000 1743.20| 604.75000 2419.00| 450.00000 1800.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0810 619A102 8.000 EACH| 530.80000 4246.40| 686.75000 5494.00| 550.00000 4400.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0820 619A206 2.000 EACH| 994.55000 1989.10| 1845.00000 3690.00| 1030.00000 2060.00 42" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0830 619A229 2.000 EACH| 1116.35000 2232.70| 3618.25000 7236.50| 1155.00000 2310.00 36" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0840 619A274 2.000 EACH| 921.90000 1843.80| 2542.00000 5084.00| 955.00000 1910.00 36" Side Drain Pipe End Treatment, | | | Class 1 (Double Line) | | | 0850 619B023 2.000 EACH| 782.25000 1564.50| 3136.50000 6273.00| 810.00000 1620.00 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0860 619B068 2.000 EACH| 921.90000 1843.80| 2829.00000 5658.00| 955.00000 1910.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0870 619B268 2.000 EACH| 810.20000 1620.40| 3259.50000 6519.00| 840.00000 1680.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1, (Double Line) | | | 0880 619B284 2.000 EACH| 1033.65000 2067.30| 5432.50000 10865.00| 1070.00000 2140.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -20 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 619B317 2.000 EACH| 1368.90000 2737.80| 12843.25000 25686.50| 1420.00000 2840.00 65" Span, 40" Rise Roadway Pipe End | | | Treatment,Class 2 (Triple Line) | | | 0900 620A000 2.000 CUYD| 558.75000 1117.50| 1344.00000 2688.00| 580.00000 1160.00 Minor Structure Concrete | | | 0910 621A011 11.000 EACH| 2793.70000 30730.70| 1680.00000 18480.00| 2895.00000 31845.00 Junction Boxes, Type 1 Or 1P | | | 0920 621A013 2.000 EACH| 4246.45000 8492.90| 4928.00000 9856.00| 4400.00000 8800.00 Junction Boxes, Type Special | | | 0930 621A019 6.000 EACH| 3352.45000 20114.70| 3920.00000 23520.00| 3475.00000 20850.00 Junction Boxes, Type 1 Or 2P | | | 0940 621B011 1.000 EACH| 279.35000 279.35| 8400.00000 8400.00| 290.00000 290.00 Junction Box Units, Type 1 Or 1P | | | 0950 621C020 16.000 EACH| 1676.20000 26819.20| 1403.36000 22453.76| 1735.00000 27760.00 Inlets, Type Y | | | 0960 621C027 6.000 EACH| 1676.20000 10057.20| 1330.56000 7983.36| 1735.00000 10410.00 Inlets, Type C | | | 0970 621D019 22.000 EACH| 251.45000 5531.90| 1120.00000 24640.00| 260.00000 5720.00 Inlet Units, Type Y | | | 0980 624A000 1182.000 LF | 5.25000 6205.50| 5.13000 6063.66| 5.45000 6441.90 Cable Guiderail | | | 0990 624B000 2.000 EACH| 1838.25000 3676.50| 1793.75000 3587.50| 1900.00000 3800.00 Cable Guiderail Anchor | | | 1000 629A053 690.000 LF | 98.20000 67758.00| 84.00000 57960.00| 162.00000 111780.00 Concrete Median Or Safety Barrier, Type | | | 1B (Modified) | | | 1010 630A001 2880.000 LF | 11.05000 31824.00| 10.76000 30988.80| 11.40000 32832.00 Steel Beam Guardrail, Class A, Type 2 | | | 1020 630C001 14.000 EACH| 682.80000 9559.20| 512.50000 7175.00| 707.00000 9898.00 Guardrail End Anchor, Type 8 | | | 1030 630C003 4.000 EACH| 1144.95000 4579.80| 973.75000 3895.00| 1185.00000 4740.00 Guardrail End Anchor, Type 13 | | | 1040 630C050 8.000 EACH| 1680.70000 13445.60| 1435.00000 11480.00| 1740.00000 13920.00 Guardrail End Anchor, Type 20 Series | | | 1050 630C070 10.000 EACH| 1523.15000 15231.50| 1127.50000 11275.00| 1575.00000 15750.00 Guardrail End Anchor, Type 10 Series | | | 1060 634A002 14063.000 LF | 8.50000 119535.50| 7.54000 106035.02| 8.50000 119535.50 Industrial Fence, 6 Feet High | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -21 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 636A000 6564.000 LF | 3.80000 24943.20| 3.24000 21267.36| 3.65000 23958.60 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 1080 637A000 405.000 LF | 5.15000 2085.75| 5.38000 2178.90| 6.10000 2470.50 Fence Reset | | | 1090 650B000 41236.000 CUYD| 4.40000 181438.40| 5.95000 245354.20| 2.60000 107213.60 Topsoil From Stockpiles | | | 1100 652A061 132.000 ACRE| 417.95000 55169.40| 410.00000 54120.00| 660.00000 87120.00 Seeding (Mix 3E) | | | 1110 652C000 132.000 ACRE| 31.35000 4138.20| 30.75000 4059.00| 385.00000 50820.00 Mowing | | | 1120 654A000 1027.000 SQYD| 3.65000 3748.55| 3.59000 3686.93| 3.30000 3389.10 Solid Sodding | | | 1130 656A000 106.000 ACRE| 417.95000 44302.70| 410.00000 43460.00| 350.00000 37100.00 Mulching, Class A, Type 1 | | | 1140 656A001 26.000 ACRE| 417.95000 10866.70| 410.00000 10660.00| 760.00000 19760.00 Mulching, Class A, Type 2 | | | 1150 659A002 31775.000 SQYD| 5.15000 163641.25| 5.07000 161099.25| 4.00000 127100.00 Erosion Control Netting, Class C1 | | | 1160 665A000 33.000 ACRE| 417.95000 13792.35| 410.00000 13530.00| 630.00000 20790.00 Temporary Seeding | | | 1170 665B000 33.000 ACRE| 417.95000 13792.35| 410.00000 13530.00| 340.00000 11220.00 Temporary Mulching | | | 1180 665F000 518.000 EACH| 7.95000 4118.10| 6.15000 3185.70| 5.50000 2849.00 Hay Bales | | | 1190 665I000 1257.000 TON | 38.60000 48520.20| 43.46000 54629.22| 37.35000 46948.95 Temporary Riprap, Class 2 | | | 1200 665J000 14086.000 LF | 4.00000 56344.00| 4.51000 63527.86| 2.60000 36623.60 Silt Fence, Type A | | | 1210 665K000 1100.000 CUYD| 12.75000 14025.00| 6.56000 7216.00| 5.80000 6380.00 Drainage Sump Excavation | | | 1220 665N000 378.000 TON | 39.35000 14874.30| 33.83000 12787.74| 25.40000 9601.20 Temporary Coarse Aggregate For Inlet | | | Protection | | | 1230 666A001 132.000 ACRE| 22.35000 2950.20| 20.50000 2706.00| 350.00000 46200.00 Pest Control Treatment | | | 1240 680A000 LUMP| 134925.70000 134925.70| 123406.08000 123406.08| 112135.00000 112135.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -22 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1250 701C000 4.000 MILE| 313.45000 1253.80| 331.08000 1324.32| 350.00000 1400.00 Broken Temporary Traffic Stripe | | | 1260 701C001 17.000 MILE| 261.20000 4440.40| 376.18000 6395.06| 400.00000 6800.00 Solid Temporary Traffic Stripe | | | 1270 701D007 2.000 MILE| 783.65000 1567.30| 1201.30000 2402.60| 1275.00000 2550.00 Solid Traffic Stripe Removed (Paint) | | | 1280 701F000 6978.000 LF | 0.35000 2442.30| 0.36000 2512.08| 0.40000 2791.20 Dotted Temporary Traffic Stripe | | | 1290 701G121 2000.000 LF | 3.65000 7300.00| 1.90000 3800.00| 2.00000 4000.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1300 701G125 1000.000 LF | 4.20000 4200.00| 3.90000 3900.00| 4.25000 4250.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1310 701G133 1000.000 LF | 4.20000 4200.00| 3.91000 3910.00| 4.25000 4250.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1320 702A040 3.000 MILE| 2089.70000 6269.10| 2093.05000 6279.15| 2225.00000 6675.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1330 702A041 9.000 MILE| 4179.40000 37614.60| 4253.75000 38283.75| 4515.00000 40635.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1340 702A043 8.000 MILE| 4179.40000 33435.20| 4253.75000 34030.00| 4515.00000 36120.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1350 702B011 6978.000 LF | 4.20000 29307.60| 1.69000 11792.82| 1.80000 12560.40 Dotted Profiled Traffic Stripe (6" Wide | | | 1360 703A002 7901.000 SQFT| 1.80000 14221.80| 2.20000 17382.20| 2.35000 18567.35 Traffic Control Markings, Class 2, Type | | | A | | | 1370 703B002 404.000 SQFT| 1.80000 727.20| 2.92000 1179.68| 3.10000 1252.40 Traffic Control Legends, Class 2, Type | | | 1380 703D001 6925.000 SQFT| 0.65000 4501.25| 1.38000 9556.50| 1.50000 10387.50 Temporary Traffic Control Markings | | | 1390 705A030 67.000 EACH| 5.20000 348.40| 5.13000 343.71| 5.45000 365.15 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -23 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 705A031 1720.000 EACH| 5.10000 8772.00| 5.13000 8823.60| 5.45000 9374.00 Pavement Markers, Class A-H, Type 1-A | | | 1410 705A032 1245.000 EACH| 5.10000 6349.50| 5.13000 6386.85| 5.45000 6785.25 Pavement Markers, Class A-H, Type 1-B | | | 1420 705A037 156.000 EACH| 5.10000 795.60| 4.98000 776.88| 5.45000 850.20 Pavement Markers, Class A-H, Type 2-D | | | 1430 705A038 271.000 EACH| 5.10000 1382.10| 5.13000 1390.23| 5.45000 1476.95 Pavement Markers, Class A-H, Type 2-E | | | 1440 707B003 1.000 EACH| 131.30000 131.30| 128.13000 128.13| 136.00000 136.00 Type A Hazard Marker Installation | | | 1450 710A115 556.000 SQFT| 15.65000 8701.40| 15.27000 8490.12| 16.20000 9007.20 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1460 710A126 205.000 SQFT| 17.75000 3638.75| 17.32000 3550.60| 18.40000 3772.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1470 710A140 3031.000 SQFT| 24.05000 72895.55| 23.47000 71137.57| 24.95000 75623.45 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1480 710A141 184.000 SQFT| 24.70000 4544.80| 24.09000 4432.56| 25.60000 4710.40 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1490 710A142 18.000 SQFT| 31.50000 567.00| 30.75000 553.50| 25.60000 460.80 Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | 1500 710B001 1065.000 LF | 6.70000 7135.50| 6.56000 6986.40| 6.95000 7401.75 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1510 710B007 48.000 LF | 66.95000 3213.60| 65.34000 3136.32| 69.40000 3331.20 Roadway Sign Post (W6 x 15 Steel Beam) | | | 1520 710B008 192.000 LF | 68.30000 13113.60| 66.63000 12792.96| 70.70000 13574.40 Roadway Sign Post (W8 x 18 Steel Beam) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -24 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1530 713A000 24.000 LF | 111.60000 2678.40| 108.91000 2613.84| 144.65000 3471.60 Permanent Barricades | | | 1540 715A000 LUMP| 33472.00000 33472.00| 32661.63000 32661.63| 36875.00000 36875.00 Overhead Roadway Sign Structure No. 1 | | | 1550 715A001 LUMP| 33277.70000 33277.70| 32472.00000 32472.00| 36670.00000 36670.00 Overhead Roadway Sign Structure No. 2 | | | 1560 715A002 LUMP| 38682.15000 38682.15| 37745.63000 37745.63| 42615.00000 42615.00 Overhead Roadway Sign Structure No. 3 | | | 1570 715A003 LUMP| 33277.70000 33277.70| 32472.00000 32472.00| 36670.00000 36670.00 Overhead Roadway Sign Structure No. 4 | | | 1580 715A004 LUMP| 33766.15000 33766.15| 32948.63000 32948.63| 37200.00000 37200.00 Overhead Roadway Sign Structure No. 5 | | | 1590 726A000 11130.000 LF | 27.95000 311083.50| 28.70000 319431.00| 30.45000 338908.50 Portable Concrete Safety Barriers, Type | | | 6 | | | 1600 726A001 20.000 LF | 55.85000 1117.00| 51.25000 1025.00| 54.40000 1088.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1610 726D025 2.000 EACH| 14049.55000 28099.10| 11787.50000 23575.00| 12500.00000 25000.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1620 740B000 1227.000 SQFT| 10.50000 12883.50| 8.71000 10687.17| 12.15000 14908.05 Construction Signs | | | 1630 740D000 170.000 EACH| 27.95000 4751.50| 56.38000 9584.60| 75.20000 12784.00 Channelizing Drums | | | 1640 740E000 50.000 EACH| 8.95000 447.50| 12.81000 640.50| 12.00000 600.00 Cones (36 Inches High) | | | 1650 740F002 28.000 EACH| 189.95000 5318.60| 158.88000 4448.64| 235.00000 6580.00 Barricades, Type III | | | 1660 740I005 14.000 EACH| 223.50000 3129.00| 738.00000 10332.00| 695.00000 9730.00 Warning Lights, Type B (Detachable Head | | | 1670 740L005 68.000 EACH| 83.80000 5698.40| 61.50000 4182.00| 90.00000 6120.00 Vertical Panel, Type I (Double-Sided) | | | 1680 740M001 50.000 EACH| 8.40000 420.00| 7.38000 369.00| 8.10000 405.00 Ballast For Cone | | | 1690 741C010 1.000 EACH| 2234.95000 2234.95| 4817.50000 4817.50| 5785.00000 5785.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 002 -25 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20021204002 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13008 |( 5 ) 12003 |( 6 ) 30015 |MOBILE ASPHALT COMPANY, LLC |L & A CONTRACTING COMPANY |S. J. & L. AND FRANK TURNER CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1700 742A001 2.000 EACH| 11174.80000 22349.60| 13325.00000 26650.00| 18000.00000 36000.00 Portable Changeable Message Sign, Type | | | 1710 999 000 5000.000 HOUR| 0.80000 4000.00| 0.80000 4000.00| 0.80000 4000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 11,629,098.56| $ 12,730,042.24| $ 13,033,987.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,629,098.56| $ 12,730,042.24| $ 13,033,987.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20021204004 COUNTIES : CLEBURNE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 436 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPTEF-I020(310) for constructing the Landscaping on I-20 near the Georgia STPTEF-I020(311) state line and at Exit 199 in Heflin. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03092 CAMPBELL LANDSCAPE & IRRIGATION $ 234,785.20 100.0000% 2 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 258,947.70 110.2913% 3 12042 LESCO SERVICES $ 260,907.45 111.1260% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20021204004 COUNTIES : CLEBURNE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03092 |( 2 ) 02040 |( 3 ) 12042 |CAMPBELL LANDSCAPE & IRRIGA |BENTLEY TURF AND LANDSCAPE, |LESCO SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 600A000 LUMP| 22000.00000 22000.00| 12000.00000 12000.00| 27500.00000 27500.00 Mobilization | | | 0020 660C059 250.000 EACH| 15.00000 3750.00| 20.00000 5000.00| 15.75000 3937.50 Shrubs, Juniperus Parsoni (Parsons | | | Juniper) | | | 0030 660C060 3055.000 EACH| 16.00000 48880.00| 15.00000 45825.00| 17.15000 52393.25 Shrubs, Juniperus Chinensis | | | 'Pfitzeriana Compacta' (Nick's Compact | | | Juniper) | | | 0040 660C081 150.000 EACH| 16.00000 2400.00| 18.00000 2700.00| 16.15000 2422.50 Shrubs, Myrcia Cerifera (Southern Wax | | | Myrtle) | | | 0050 660C119 182.000 EACH| 19.00000 3458.00| 20.00000 3640.00| 28.75000 5232.50 Shrubs, Lagerstroemia Indica 'Victor' | | | ('Victor' Crape Myrtle | | | 0060 660C122 2110.000 EACH| 16.00000 33760.00| 18.00000 37980.00| 17.25000 36397.50 Shrubs, Abelia Grandiflora 'Edward | | | Goucher' (Edward Goucher Abelia) | | | 0070 660D021 11.000 EACH| 420.00000 4620.00| 400.00000 4400.00| 430.00000 4730.00 Trees, Gingko Biloba (Maidenhair Tree) | | | 0080 660D059 54.000 EACH| 250.00000 13500.00| 300.00000 16200.00| 240.00000 12960.00 Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0090 660D097 11.000 EACH| 250.00000 2750.00| 300.00000 3300.00| 255.00000 2805.00 Trees, Quercus Nuttallii (Nutall Oak) | | | 0100 660D131 25.000 EACH| 312.00000 7800.00| 300.00000 7500.00| 240.00000 6000.00 Trees, Magnolia Grandiflora 'Bracken | | | Brown Beauty' ('Bracken Brown Beauty' | | | Magnolia) | | | 0110 660D138 68.000 EACH| 225.00000 15300.00| 300.00000 20400.00| 215.00000 14620.00 Trees, Zelkova Serrata 'Green Vase' | | | ('Green Vase' Zelkova) | | | 0120 660D152 107.000 EACH| 180.00000 19260.00| 250.00000 26750.00| 185.00000 19795.00 Trees, Lagerstroemia Indica X Fauriei | | | 'Natchez' (Natchez Crapemyrtle) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20021204004 COUNTIES : CLEBURNE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03092 |( 2 ) 02040 |( 3 ) 12042 |CAMPBELL LANDSCAPE & IRRIGA |BENTLEY TURF AND LANDSCAPE, |LESCO SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 660H001 251140.000 GAL | 0.08000 20091.20| 0.08000 20091.20| 0.08000 20091.20 Water(Minimum Bid Of $0.08 Per Gallon) | | | 0140 660J000 974.000 CUYD| 24.00000 23376.00| 25.00000 24350.00| 27.50000 26785.00 Plant Mulch | | | 0150 665F000 58.000 EACH| 1.00000 58.00| 1.00000 58.00| 8.00000 464.00 Hay Bales | | | 0160 665J000 2733.000 LF | 3.00000 8199.00| 3.50000 9565.50| 3.25000 8882.25 Silt Fence, Type A | | | 0170 740B000 918.000 SQFT| 6.00000 5508.00| 16.00000 14688.00| 11.00000 10098.00 Construction Signs | | | 0180 740D000 75.000 EACH| 1.00000 75.00| 60.00000 4500.00| 77.25000 5793.75 Channelizing Drums | | | SECTION TOTALS | $ 234,785.20| $ 258,947.70| $ 260,907.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 234,785.20| $ 258,947.70| $ 260,907.45 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20021204005 COUNTIES : TALLADEGA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 436 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPTEF-I020(312) for constructing the Landscaping on I-20 at the S.R.#77 STPTEF-I020(313) Interchange in Lincoln and at the C.R.#207 Interchange near Embry Crossroads. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02020 EARNEST BENTLEY, INC. $ 117,916.20 100.0000% 2 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 129,893.70 110.1576% 3 03092 CAMPBELL LANDSCAPE & IRRIGATION $ 142,263.20 120.6477% 4 12042 LESCO SERVICES $ 160,579.65 136.1812% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20021204005 COUNTIES : TALLADEGA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02020 |( 2 ) 02040 |( 3 ) 03092 |EARNEST BENTLEY, INC. |BENTLEY TURF AND LANDSCAPE, |CAMPBELL LANDSCAPE & IRRIGATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201B001 1.000 ACRE| 2000.00000 2000.00| 10000.00000 10000.00| 4000.00000 4000.00 Selective Clearing | | | 0020 600A000 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| 13000.00000 13000.00 Mobilization | | | 0030 660C060 2858.000 EACH| 13.00000 37154.00| 12.00000 34296.00| 17.00000 48586.00 Shrubs, Juniperus Chinensis | | | 'Pfitzeriana Compacta' (Nick's Compact | | | Juniper) | | | 0040 660D021 43.000 EACH| 400.00000 17200.00| 350.00000 15050.00| 462.00000 19866.00 Trees, Gingko Biloba (Maidenhair Tree) | | | 0050 660D052 53.000 EACH| 250.00000 13250.00| 200.00000 10600.00| 205.00000 10865.00 Trees,Lagerstroemia Indica "Sioux" | | | (Sioux Crape Myrtle) | | | 0060 660D061 1.000 EACH| 300.00000 300.00| 250.00000 250.00| 250.00000 250.00 Trees, Magnolia Grandiflora (Southern | | | Magnolia) | | | 0070 660D094 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 200.00000 800.00 Trees, Quercus Phellos (Willow Oak) | | | 0080 660D096 5.000 EACH| 250.00000 1250.00| 250.00000 1250.00| 200.00000 1000.00 Trees, Quercus Acutissima (Sawtooth Oak | | | 0090 660H001 273415.000 GAL | 0.08000 21873.20| 0.08000 21873.20| 0.08000 21873.20 Water(Minimum Bid Of $0.08 Per Gallon) | | | 0100 660J000 515.000 CUYD| 18.00000 9270.00| 24.00000 12360.00| 24.00000 12360.00 Plant Mulch | | | 0110 665F000 100.000 EACH| 3.00000 300.00| 1.00000 100.00| 1.00000 100.00 Hay Bales | | | 0120 665J000 1433.000 LF | 3.00000 4299.00| 2.50000 3582.50| 3.00000 4299.00 Silt Fence, Type A | | | 0130 740B000 752.000 SQFT| 10.00000 7520.00| 16.00000 12032.00| 7.00000 5264.00 Construction Signs | | | SECTION TOTALS | $ 117,916.20| $ 129,893.70| $ 142,263.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 117,916.20| $ 129,893.70| $ 142,263.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20021204005 COUNTIES : TALLADEGA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 12042 |( ) |( ) |LESCO SERVICES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201B001 1.000 ACRE| 6000.00000 6000.00| | Selective Clearing | | | 0020 600A000 LUMP| 23000.00000 23000.00| | Mobilization | | | 0030 660C060 2858.000 EACH| 17.15000 49014.70| | Shrubs, Juniperus Chinensis | | | 'Pfitzeriana Compacta' (Nick's Compact | | | Juniper) | | | 0040 660D021 43.000 EACH| 430.00000 18490.00| | Trees, Gingko Biloba (Maidenhair Tree) | | | 0050 660D052 53.000 EACH| 220.00000 11660.00| | Trees,Lagerstroemia Indica "Sioux" | | | (Sioux Crape Myrtle) | | | 0060 660D061 1.000 EACH| 325.00000 325.00| | Trees, Magnolia Grandiflora (Southern | | | Magnolia) | | | 0070 660D094 4.000 EACH| 275.00000 1100.00| | Trees, Quercus Phellos (Willow Oak) | | | 0080 660D096 5.000 EACH| 275.00000 1375.00| | Trees, Quercus Acutissima (Sawtooth Oak | | | 0090 660H001 273415.000 GAL | 0.08000 21873.20| | Water(Minimum Bid Of $0.08 Per Gallon) | | | 0100 660J000 515.000 CUYD| 27.50000 14162.50| | Plant Mulch | | | 0110 665F000 100.000 EACH| 6.50000 650.00| | Hay Bales | | | 0120 665J000 1433.000 LF | 3.25000 4657.25| | Silt Fence, Type A | | | 0130 740B000 752.000 SQFT| 11.00000 8272.00| | Construction Signs | | | SECTION TOTALS | $ 160,579.65| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 160,579.65| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20021204010 COUNTIES : LEE CHAMBERS LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 436 Calendar Days CONTRACT DESCRIPTION : AUBURN-OPELIKA PROJECT(S) : STPTEF-I085(308) for constructing the Landscaping on I-85 at Exit 64 at STPTEF-I085(309) Opelika, at Moore's Mill Road and Wright's Mill Road at STPTEF-I085(316) Auburn and at the Georgia state line. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 264,564.96 100.0000% 2 02020 EARNEST BENTLEY, INC. $ 294,419.96 111.2846% 3 12042 LESCO SERVICES $ 332,262.36 125.5882% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20021204010 COUNTIES : LEE CHAMBERS LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 02020 |( 3 ) 12042 |BENTLEY TURF AND LANDSCAPE, |EARNEST BENTLEY, INC. |LESCO SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 11500.00000 11500.00| 1000.00000 1000.00| 17000.00000 17000.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 201B001 1.000 ACRE| 3500.00000 3500.00| 1000.00000 1000.00| 3500.00000 3500.00 Selective Clearing | | | 0030 430B036 34.000 TON | 40.00000 1360.00| 50.00000 1700.00| 50.00000 1700.00 Aggregate Surfacing (ALDOT #4, #5, #6, | | | #7, #8, Or #9) | | | 0040 600A000 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 35000.00000 35000.00 Mobilization | | | 0050 652A053 1.000 ACRE| 500.00000 500.00| 1000.00000 1000.00| 1400.00000 1400.00 Seeding (Mix 1E) | | | 0060 660C039 36.000 EACH| 20.00000 720.00| 25.00000 900.00| 20.00000 720.00 Shrubs, Hydrangea Quercifolia (Oakleaf | | | Hydrangea) | | | 0070 660C060 1787.000 EACH| 12.00000 21444.00| 15.00000 26805.00| 18.25000 32612.75 Shrubs, Juniperus Chinensis | | | 'Pfitzeriana Compacta' (Nick's Compact | | | Juniper) | | | 0080 660C062 1054.000 EACH| 13.00000 13702.00| 15.00000 15810.00| 17.50000 18445.00 Shrubs, Juniperus Sargentii (Green | | | Sargent Juniper) | | | 0090 660C119 420.000 EACH| 18.00000 7560.00| 25.00000 10500.00| 30.00000 12600.00 Shrubs, Lagerstroemia Indica 'Victor' | | | ('Victor' Crape Myrtle | | | 0100 660C128 379.000 EACH| 12.00000 4548.00| 15.00000 5685.00| 18.25000 6916.75 Shrubs, Juniperus Pfitzeriana 'Sea | | | Green' ('Sea Green' Juniper) | | | 0110 660C129 22.000 EACH| 20.00000 440.00| 15.00000 330.00| 19.75000 434.50 Shrubs, Forsythia Intermedia | | | Spectabilis(Showy Border Forsythia) | | | 0120 660C130 1032.000 EACH| 15.00000 15480.00| 15.00000 15480.00| 18.25000 18834.00 Shrubs, Abelia Grandiflora 'Sherwoodi' | | | (Sherwood Abelia) | | | 0130 660D010 6.000 EACH| 250.00000 1500.00| 300.00000 1800.00| 180.00000 1080.00 Trees, Betula Nigra (River Birch) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20021204010 COUNTIES : LEE CHAMBERS LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 02020 |( 3 ) 12042 |BENTLEY TURF AND LANDSCAPE, |EARNEST BENTLEY, INC. |LESCO SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 660D021 12.000 EACH| 350.00000 4200.00| 300.00000 3600.00| 430.00000 5160.00 Trees, Gingko Biloba (Maidenhair Tree) | | | 0150 660D058 6.000 EACH| 250.00000 1500.00| 400.00000 2400.00| 230.00000 1380.00 Trees, Magnolia Grandiflora"D.D. | | | Blanchard" (D.D. Blanchard Magnolia) | | | 0160 660D067 12.000 EACH| 150.00000 1800.00| 300.00000 3600.00| 180.00000 2160.00 Trees, Myrica Cerifera (Southern | | | Waxmyrtle) | | | 0170 660D091 83.000 EACH| 250.00000 20750.00| 300.00000 24900.00| 235.00000 19505.00 Trees, Quercus Lyrata (Overcup Oak) | | | 0180 660D136 15.000 EACH| 250.00000 3750.00| 300.00000 4500.00| 220.00000 3300.00 Trees, Quercus Shummardi (Shumard Oak) | | | 0190 660D138 36.000 EACH| 350.00000 12600.00| 300.00000 10800.00| 225.00000 8100.00 Trees, Zelkova Serrata 'Green Vase' | | | ('Green Vase' Zelkova) | | | 0200 660D139 38.000 EACH| 250.00000 9500.00| 300.00000 11400.00| 225.00000 8550.00 Trees, Pistacia Chinensis (Chinese | | | Pistache) | | | 0210 660D152 141.000 EACH| 200.00000 28200.00| 300.00000 42300.00| 165.00000 23265.00 Trees, Lagerstroemia Indica X Fauriei | | | 'Natchez' (Natchez Crapemyrtle) | | | 0220 660D175 24.000 EACH| 200.00000 4800.00| 300.00000 7200.00| 185.00000 4440.00 Trees,Lagerstroemia | | | Indica'Muskogee'(Muskogee Crape Myrtle) | | | 0230 660D180 9.000 EACH| 400.00000 3600.00| 400.00000 3600.00| 350.00000 3150.00 Trees, Magnolia Grandiflora 'Little | | | Gem' (Little Gem Magnolia) | | | 0240 660H001 405562.000 GAL | 0.08000 32444.96| 0.08000 32444.96| 0.08000 32444.96 Water(Minimum Bid Of $0.08 Per Gallon) | | | 0250 660J000 1287.000 CUYD| 20.00000 25740.00| 18.00000 23166.00| 30.00000 38610.00 Plant Mulch | | | 0260 663C000 1106.000 LF | 1.00000 1106.00| 5.00000 5530.00| 1.40000 1548.40 Tree Protection Fencing | | | 0270 665F000 50.000 EACH| 1.00000 50.00| 3.00000 150.00| 7.00000 350.00 Hay Bales | | | 0280 665J000 3374.000 LF | 2.00000 6748.00| 3.50000 11809.00| 3.50000 11809.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20021204010 COUNTIES : LEE CHAMBERS LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 02020 |( 3 ) 12042 |BENTLEY TURF AND LANDSCAPE, |EARNEST BENTLEY, INC. |LESCO SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 740B000 1206.000 SQFT| 12.00000 14472.00| 10.00000 12060.00| 12.00000 14472.00 Construction Signs | | | 0300 740D000 25.000 EACH| 59.00000 1475.00| 58.00000 1450.00| 75.00000 1875.00 Channelizing Drums | | | 0310 740E000 100.000 EACH| 9.50000 950.00| 10.00000 1000.00| 12.00000 1200.00 Cones (36 Inches High) | | | 0320 740M001 100.000 EACH| 6.25000 625.00| 5.00000 500.00| 7.00000 700.00 Ballast For Cone | | | SECTION TOTALS | $ 264,564.96| $ 294,419.96| $ 332,262.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 264,564.96| $ 294,419.96| $ 332,262.36 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20021204020 COUNTIES : MADISON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : HUNTSVILLE PROJECT(S) : STPHS-0002(502) for constructing the Turn Lanes on S.R.#2 (U.S.#72) at Slaughter Road in Huntsville. Length 0.253 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 161,455.75 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 162,645.39 100.7368% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20021204020 COUNTIES : MADISON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 19010 |( ) |APAC-ALABAMA, INC. |SHELBY CONTRACTING CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 252.000 CUYD| 31.99000 8061.48| 25.00000 6300.00| Unclassified Excavation | | | 0020 210D000 221.000 CUYD| 27.89000 6163.69| 25.00000 5525.00| Borrow Excavation | | | 0030 214A000 150.000 CUYD| 0.01000 1.50| 25.00000 3750.00| Structure Excavation | | | 0040 214B001 75.000 CUYD| 9.31000 698.25| 30.00000 2250.00| Foundation Backfill, Commercial | | | 0050 301A012 1340.000 SQYD| 6.64000 8897.60| 8.47000 11349.80| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0060 401A000 1300.000 SQYD| 0.89000 1157.00| 0.75000 975.00| Bituminous Treatment A | | | 0070 405A000 83.000 GAL | 1.47000 122.01| 3.00000 249.00| Tack Coat | | | 0080 424A340 85.000 TON | 89.76000 7629.60| 68.51000 5823.35| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0090 424A343 3.000 TON | 189.46000 568.38| 67.92000 203.76| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 424B637 219.000 TON | 49.70000 10884.30| 53.96000 11817.24| Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B641 7.000 TON | 92.42000 646.94| 75.00000 525.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching 1 1/2" Maximum | | | Aggregate Size Mix, Esal Range A/B | | | 0120 424C341 219.000 TON | 48.85000 10698.15| 53.96000 11817.24| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20021204020 COUNTIES : MADISON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 19010 |( ) |APAC-ALABAMA, INC. |SHELBY CONTRACTING CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 533A097 254.000 LF | 29.86000 7584.44| 25.00000 6350.00| 15" Storm Sewer Pipe (Class 3 R.C.) | | | 0140 600A000 LUMP| 11917.21000 11917.21| 5000.00000 5000.00| Mobilization | | | 0150 614A000 47.000 CUYD| 216.59000 10179.73| 350.00000 16450.00| Slope Paving | | | 0160 621A000 1.000 EACH| 2106.56000 2106.56| 2100.00000 2100.00| Junction Boxes, Type 1, 1P Or 5 | | | 0170 621C008 2.000 EACH| 3513.60000 7027.20| 2100.00000 4200.00| Inlets, Type E | | | 0180 621C020 2.000 EACH| 2461.80000 4923.60| 2100.00000 4200.00| Inlets, Type Y | | | 0190 621D019 2.000 EACH| 610.82000 1221.64| 400.00000 800.00| Inlet Units, Type Y | | | 0200 623B000 1568.000 LF | 13.87000 21748.16| 12.00000 18816.00| Concrete Curb, Type N | | | 0210 623B001 94.000 LF | 39.72000 3733.68| 30.00000 2820.00| Concrete Curb, Type N Special | | | 0220 650A000 34.000 CUYD| 28.02000 952.68| 35.00000 1190.00| Topsoil | | | 0230 652A051 1.000 ACRE| 1106.73000 1106.73| 1500.00000 1500.00| Seeding (Mix 1B) | | | 0240 656A000 1.000 ACRE| 1594.15000 1594.15| 1500.00000 1500.00| Mulching, Class A, Type 1 | | | 0250 680A000 LUMP| 2823.33000 2823.33| 3500.00000 3500.00| Engineering Controls | | | 0260 701A048 1.000 MILE| 2040.00000 2040.00| 2000.00000 2000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701B009 80.000 LF | 1.02000 81.60| 1.00000 80.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0280 701D007 1.000 MILE| 2040.00000 2040.00| 2000.00000 2000.00| Solid Traffic Stripe Removed (Paint) | | | 0290 703A002 2067.000 SQFT| 2.04000 4216.68| 2.00000 4134.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20021204020 COUNTIES : MADISON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 19010 |( ) |APAC-ALABAMA, INC. |SHELBY CONTRACTING CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703B002 90.000 SQFT| 3.06000 275.40| 3.00000 270.00| Traffic Control Legends, Class 2, Type | | | 0310 705A031 296.000 EACH| 6.12000 1811.52| 6.00000 1776.00| Pavement Markers, Class A-H, Type 1-A | | | 0320 740B000 874.000 SQFT| 14.00000 12236.00| 11.00000 9614.00| Construction Signs | | | 0330 740D000 110.000 EACH| 34.65000 3811.50| 66.00000 7260.00| Channelizing Drums | | | 0340 740F002 10.000 EACH| 110.92000 1109.20| 300.00000 3000.00| Barricades, Type III | | | 0350 741C010 2.000 EACH| 692.92000 1385.84| 1750.00000 3500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 161,455.75| $ 162,645.39| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 161,455.75| $ 162,645.39| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20021204021 COUNTIES : MOBILE ESCAMBIA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-CN02(902) for constructing the Safety Improvements at various locations in the Ninth Division as indicated on the plans. Length 1.702 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 764,026.90 100.0000% 2 01073 ASPHALT SUPPLY, L.L.C. $ 773,894.89 101.2916% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20021204021 COUNTIES : MOBILE ESCAMBIA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D000 16.000 LF | 45.45000 727.20| 40.00000 640.00| Removing Pipe | | | 0020 206E000 2.000 EACH| 218.10000 436.20| 350.00000 700.00| Removing Headwalls | | | 0030 209A000 19.000 EACH| 125.80000 2390.20| 65.00000 1235.00| Mailbox Reset, Single | | | 0040 210A000 3705.000 CUYD| 4.90000 18154.50| 4.25000 15746.25| Unclassified Excavation | | | 0050 210D022 1682.000 CUYD| 9.80000 16483.60| 7.70000 12951.40| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0060 214A000 57.000 CUYD| 18.80000 1071.60| 18.00000 1026.00| Structure Excavation | | | 0070 214B001 31.000 CUYD| 62.90000 1949.90| 43.00000 1333.00| Foundation Backfill, Commercial | | | 0080 230A000 19.000 RBST| 492.20000 9351.80| 109.00000 2071.00| Roadbed Processing | | | 0090 301A012 3483.000 SQYD| 11.95000 41621.85| 7.50000 26122.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 3483.000 SQYD| 0.65000 2263.95| 0.40000 1393.20| Bituminous Treatment A | | | 0110 405A000 2350.000 GAL | 0.95000 2232.50| 1.60000 3760.00| Tack Coat | | | 0120 408A051 14080.000 SQYD| 1.15000 16192.00| 3.45000 48576.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0130 408A052 700.000 SQYD| 7.00000 4900.00| 4.50000 3150.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0140 420A011 634.000 TON | 67.80000 42985.20| 63.00000 39942.00| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0150 424A281 1056.000 TON | 41.70000 44035.20| 44.50000 46992.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20021204021 COUNTIES : MOBILE ESCAMBIA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424A284 25.000 TON | 58.80000 1470.00| 48.00000 1200.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0170 424A360 154.000 TON | 56.00000 8624.00| 45.75000 7045.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424A361 510.000 TON | 47.20000 24072.00| 42.50000 21675.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424B289 2560.000 TON | 36.70000 93952.00| 43.00000 110080.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424B651 392.000 TON | 48.40000 18972.80| 45.50000 17836.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B655 100.000 TON | 52.65000 5265.00| 44.00000 4400.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B659 275.000 TON | 42.20000 11605.00| 44.00000 12100.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B681 529.000 TON | 44.55000 23566.95| 44.00000 23276.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 456A000 22000.000 SQYD| 5.45000 119900.00| 5.05000 111100.00| Grooving Concrete Pavement | | | 0250 502A000 1806.000 LB | 1.20000 2167.20| 1.95000 3521.70| Steel Reinforcement | | | 0260 524B011 14.000 CUYD| 1957.35000 27402.90| 1250.00000 17500.00| Culvert Concrete Extension (Cast In | | | Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20021204021 COUNTIES : MOBILE ESCAMBIA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 530A101 70.000 LF | 39.85000 2789.50| 88.00000 6160.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0280 600A000 LUMP| 43500.00000 43500.00| 45000.00000 45000.00| Mobilization | | | 0290 619A002 2.000 EACH| 538.30000 1076.60| 1450.00000 2900.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0300 620A000 1.000 CUYD| 734.00000 734.00| 900.00000 900.00| Minor Structure Concrete | | | 0310 650A000 2918.000 CUYD| 10.95000 31952.10| 9.00000 26262.00| Topsoil | | | 0320 652A061 5.000 ACRE| 571.90000 2859.50| 600.00000 3000.00| Seeding (Mix 3E) | | | 0330 656A000 5.000 ACRE| 571.90000 2859.50| 400.00000 2000.00| Mulching, Class A, Type 1 | | | 0340 665F000 378.000 EACH| 7.65000 2891.70| 5.25000 1984.50| Hay Bales | | | 0350 665G000 145.000 EACH| 0.95000 137.75| 2.15000 311.75| Sand Bags | | | 0360 665I000 105.000 TON | 36.80000 3864.00| 54.00000 5670.00| Temporary Riprap, Class 2 | | | 0370 665J000 751.000 LF | 4.30000 3229.30| 2.00000 1502.00| Silt Fence, Type A | | | 0380 666A001 5.000 ACRE| 75.00000 375.00| 600.00000 3000.00| Pest Control Treatment | | | 0390 701A031 1.000 MILE| 1715.75000 1715.75| 2703.00000 2703.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0400 701A036 1.000 MILE| 1715.75000 1715.75| 2703.00000 2703.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0410 701A040 2.000 MILE| 1143.85000 2287.70| 1946.00000 3892.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0420 701B005 360.000 LF | 1.15000 414.00| 1.08000 388.80| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20021204021 COUNTIES : MOBILE ESCAMBIA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 701C000 8.000 MILE| 343.15000 2745.20| 378.40000 3027.20| Broken Temporary Traffic Stripe | | | 0440 701C001 17.000 MILE| 285.95000 4861.15| 432.44000 7351.48| Solid Temporary Traffic Stripe | | | 0450 701D007 2.000 MILE| 686.30000 1372.60| 1621.62000 3243.24| Solid Traffic Stripe Removed (Paint) | | | 0460 701D008 2.000 MILE| 972.25000 1944.50| 2162.16000 4324.32| Solid Traffic Stripe Removed (Plastic) | | | 0470 702A040 2.000 MILE| 2287.65000 4575.30| 2703.00000 5406.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0480 702A041 5.000 MILE| 4575.35000 22876.75| 5405.41000 27027.05| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0490 702A043 4.000 MILE| 4575.35000 18301.40| 5405.41000 21621.64| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0500 702B011 450.000 LF | 2.05000 922.50| 1.08000 486.00| Dotted Profiled Traffic Stripe (6" Wide | | | 0510 703A002 2561.000 SQFT| 1.90000 4865.90| 2.70000 6914.70| Traffic Control Markings, Class 2, Type | | | A | | | 0520 703B002 1268.000 SQFT| 1.90000 2409.20| 2.70000 3423.60| Traffic Control Legends, Class 2, Type | | | 0530 703D002 197.000 SQFT| 0.55000 108.35| 1.62000 319.14| Temporary Traffic Control Markings | | | (Paint) | | | 0540 703E002 66.000 SQFT| 0.55000 36.30| 1.62000 106.92| Temporary Traffic Control Legends | | | (Paint) | | | 0550 705A030 132.000 EACH| 5.60000 739.20| 5.95000 785.40| Pavement Markers, Class A-H, Type 2-C | | | 0560 705A031 314.000 EACH| 5.60000 1758.40| 5.95000 1868.30| Pavement Markers, Class A-H, Type 1-A | | | 0570 705A032 357.000 EACH| 5.60000 1999.20| 5.95000 2124.15| Pavement Markers, Class A-H, Type 1-B | | | 0580 705A037 95.000 EACH| 5.70000 541.50| 5.95000 565.25| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 021 -6 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20021204021 COUNTIES : MOBILE ESCAMBIA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 705A038 150.000 EACH| 5.60000 840.00| 5.95000 892.50| Pavement Markers, Class A-H, Type 2-E | | | 0600 740B000 2601.000 SQFT| 12.05000 31342.05| 8.40000 21848.40| Construction Signs | | | 0610 740D000 50.000 EACH| 12.75000 637.50| 55.00000 2750.00| Channelizing Drums | | | 0620 740E000 350.000 EACH| 10.20000 3570.00| 9.00000 3150.00| Cones (36 Inches High) | | | 0630 740F002 4.000 EACH| 254.65000 1018.60| 275.00000 1100.00| Barricades, Type III | | | 0640 740I005 4.000 EACH| 318.35000 1273.40| 125.00000 500.00| Warning Lights, Type B (Detachable Head | | | 0650 740L005 32.000 EACH| 122.80000 3929.60| 55.00000 1760.00| Vertical Panel, Type I (Double-Sided) | | | 0660 740M001 350.000 EACH| 9.55000 3342.50| 3.00000 1050.00| Ballast For Cone | | | 0670 741C010 2.000 EACH| 1910.05000 3820.10| 4250.00000 8500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 764,026.90| $ 773,894.89| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 764,026.90| $ 773,894.89| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20021204022 COUNTIES : BARBOUR COFFEE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 COVINGTON OTHERS CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPTE-CN02(903) for constructing the Pedestrian Safety Improvements at various locations in the Seventh Division as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08085 H D CONSTRUCTION, INC. $ 387,544.40 100.0000% 2 13104 HOPPER MOORE, INC. $ 393,671.57 101.5810% 3 15007 OZARK STRIPING COMPANY, INC. $ 426,302.40 110.0009% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20021204022 COUNTIES : BARBOUR COFFEE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 COVINGTON OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 08085 |( 2 ) 13104 |( 3 ) 15007 |H D CONSTRUCTION, INC. |HOPPER MOORE, INC. |OZARK STRIPING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C000 646.000 SQYD| 9.50000 6137.00| 10.00000 6460.00| 10.00000 6460.00 Removing Concrete Sidewalk | | | 0020 206D002 135.000 LF | 12.50000 1687.50| 8.00000 1080.00| 10.00000 1350.00 Removing Curb | | | 0030 206D003 1485.000 LF | 11.60000 17226.00| 12.00000 17820.00| 13.00000 19305.00 Removing Curb And Gutter | | | 0040 600A000 LUMP| 45000.00000 45000.00| 21500.00000 21500.00| 27500.00000 27500.00 Mobilization | | | 0050 618A000 812.000 SQYD| 90.00000 73080.00| 175.00000 142100.00| 185.00000 150220.00 Concrete Sidewalk, 4" Thick | | | 0060 680A000 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 15000.00000 15000.00 Engineering Controls | | | 0070 703A002 39551.000 SQFT| 3.00000 118653.00| 2.15000 85034.65| 2.50000 98877.50 Traffic Control Markings, Class 2, Type | | | A | | | 0080 703B002 1948.000 SQFT| 3.00000 5844.00| 2.85000 5551.80| 2.80000 5454.40 Traffic Control Legends, Class 2, Type | | | 0090 703C001 2430.000 SQFT| 1.75000 4252.50| 3.00000 7290.00| 1.50000 3645.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0100 710A115 19.000 SQFT| 15.00000 285.00| 14.50000 275.50| 14.50000 275.50 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0110 710A125 2719.000 SQFT| 20.00000 54380.00| 18.00000 48942.00| 18.00000 48942.00 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0120 710A126 230.000 SQFT| 16.50000 3795.00| 15.75000 3622.50| 15.75000 3622.50 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0130 710B001 5160.000 LF | 6.50000 33540.00| 6.50000 33540.00| 6.50000 33540.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20021204022 COUNTIES : BARBOUR COFFEE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 COVINGTON OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 08085 |( 2 ) 13104 |( 3 ) 15007 |H D CONSTRUCTION, INC. |HOPPER MOORE, INC. |OZARK STRIPING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740B000 552.000 SQFT| 10.20000 5630.40| 18.06000 9969.12| 9.00000 4968.00 Construction Signs | | | 0150 740D000 35.000 EACH| 60.00000 2100.00| 60.00000 2100.00| 60.00000 2100.00 Channelizing Drums | | | 0160 740E000 160.000 EACH| 10.40000 1664.00| 2.00000 320.00| 9.50000 1520.00 Cones (36 Inches High) | | | 0170 740M001 160.000 EACH| 6.00000 960.00| 0.10000 16.00| 6.00000 960.00 Ballast For Cone | | | 0180 740Q000 150.000 LF | 7.40000 1110.00| 7.00000 1050.00| 3.75000 562.50 Construction Safety Fence | | | 0190 741C010 1.000 EACH| 2200.00000 2200.00| 1000.00000 1000.00| 2000.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 387,544.40| $ 393,671.57| $ 426,302.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 387,544.40| $ 393,671.57| $ 426,302.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20021204023 COUNTIES : BALDWIN MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPTE-CN02(908) for constructing Safety Improvements at various locations as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23029 J. S. WALTON & COMPANY, INC. $ 222,371.40 100.0000% 2 11002 D. M. KENNEDY & ASSOCIATES, INC. $ 223,578.08 100.5426% 3 19111 SAFTEY GUIDE OF ALABAMA, L.L.C. $ 229,610.00 103.2552% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20021204023 COUNTIES : BALDWIN MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 11002 |( 3 ) 19111 |J. S. WALTON & COMPANY, INC |D. M. KENNEDY & ASSOCIATES, |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 9.000 EACH| 42.13000 379.17| 111.50000 1003.50| 200.00000 1800.00 Mailbox Reset, Single | | | 0020 430B040 25.000 TON | 28.75000 718.75| 66.90000 1672.50| 30.00000 750.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0030 535A078 16.000 LF | 35.48000 567.68| 44.60000 713.60| 50.00000 800.00 15" Side Drain Pipe (Class 3 R.C.) | | | 0040 600A000 LUMP| 28712.42000 28712.42| 22599.50000 22599.50| 22000.00000 22000.00 Mobilization | | | 0050 614A000 1.000 CUYD| 511.19000 511.19| 334.50000 334.50| 600.00000 600.00 Slope Paving | | | 0060 618A000 979.000 SQYD| 33.77000 33060.83| 26.20000 25649.80| 40.00000 39160.00 Concrete Sidewalk, 4" Thick | | | 0070 618B002 42.000 SQYD| 32.35000 1358.70| 55.75000 2341.50| 50.00000 2100.00 Concrete Driveway, 6" Thick | | | 0080 621A000 1.000 EACH| 1302.70000 1302.70| 2230.00000 2230.00| 800.00000 800.00 Junction Boxes, Type 1, 1P Or 5 | | | 0090 621C030 1.000 EACH| 1507.69000 1507.69| 2453.00000 2453.00| 800.00000 800.00 Inlets, Type "Special" | | | 0100 623B002 218.000 LF | 10.08000 2197.44| 12.04000 2624.72| 20.00000 4360.00 Concrete Curb, Type A | | | 0110 650A000 75.000 CUYD| 34.38000 2578.50| 11.15000 836.25| 25.00000 1875.00 Topsoil | | | 0120 654A002 1000.000 SQYD| 3.58000 3580.00| 5.58000 5580.00| 7.00000 7000.00 Solid Sodding (St. Augustine) | | | 0130 665F000 550.000 EACH| 4.09000 2249.50| 6.13000 3371.50| 2.00000 1100.00 Hay Bales | | | 0140 665G000 25.000 EACH| 7.02000 175.50| 3.35000 83.75| 3.00000 75.00 Sand Bags | | | 0150 701G040 400.000 LF | 1.10000 440.00| 1.12000 448.00| 1.00000 400.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701G049 660.000 LF | 1.10000 726.00| 1.12000 739.20| 1.00000 660.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20021204023 COUNTIES : BALDWIN MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 11002 |( 3 ) 19111 |J. S. WALTON & COMPANY, INC |D. M. KENNEDY & ASSOCIATES, |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 701G063 1600.000 LF | 0.99000 1584.00| 1.00000 1600.00| 1.00000 1600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701H000 1460.000 LF | 0.39000 569.40| 0.39000 569.40| 1.00000 1460.00 Solid Traffic Stripe Removed (Paint) | | | 0190 703A002 525.000 SQFT| 1.87000 981.75| 1.90000 997.50| 3.00000 1575.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 68.000 SQFT| 1.87000 127.16| 1.90000 129.20| 4.50000 306.00 Traffic Control Legends, Class 2, Type | | | 0210 703C000 392.000 SQFT| 2.93000 1148.56| 2.79000 1093.68| 3.00000 1176.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0220 730A000 LUMP| 1960.56000 1960.56| 1935.00000 1935.00| 3000.00000 3000.00 Removal Of Existing Traffic Control | | | Unit (PRICHARD AVE. @ SUMMERVILLE ST.) | | | 0230 730A001 LUMP| 1960.56000 1960.56| 1935.00000 1935.00| 3000.00000 3000.00 Removal Of Existing Traffic Control | | | Unit (MAIN ST. @ BESSEMER AVE.) | | | 0240 730C000 LUMP| 3811.67000 3811.67| 3762.50000 3762.50| 12000.00000 12000.00 Furnishing And Installing Traffic | | | Control Unit (PRICHARD AVE @ | | | SUMMERVILLE ST.) | | | 0250 730C001 LUMP| 3811.67000 3811.67| 3762.50000 3762.50| 12000.00000 12000.00 Furnishing And Installing Traffic | | | Control Unit (MAIN ST. @ BESSEMER AVE.) | | | 0260 730E000 8.000 EACH| 2533.01000 20264.08| 2500.00000 20000.00| 2500.00000 20000.00 Metal Traffic Signal Pole Foundation | | | 0270 730G000 8.000 EACH| 4863.38000 38907.04| 4800.00000 38400.00| 3700.00000 29600.00 Traffic Signal Strain Pole | | | 0280 730H001 5658.000 LF | 3.55000 20085.90| 3.50000 19803.00| 2.00000 11316.00 Loop Wire | | | 0290 730I001 1521.000 LF | 1.90000 2889.90| 1.88000 2859.48| 2.00000 3042.00 Loop Detector Lead-In-Cable | | | 0300 730J010 13.000 EACH| 167.18000 2173.34| 165.00000 2145.00| 200.00000 2600.00 Vehicle Loop Detector | | | 0310 730K000 8.000 EACH| 354.62000 2836.96| 350.00000 2800.00| 300.00000 2400.00 Traffic Signal Junction Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20021204023 COUNTIES : BALDWIN MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 11002 |( 3 ) 19111 |J. S. WALTON & COMPANY, INC |D. M. KENNEDY & ASSOCIATES, |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 730L005 200.000 LF | 3.26000 652.00| 3.22000 644.00| 5.00000 1000.00 2", Non-Metallic, Conduit | | | 0330 730N010 4.000 EACH| 861.22000 3444.88| 850.00000 3400.00| 800.00000 3200.00 Luminaire Extension Assembly, 12 FEET | | | 0340 730P011 14.000 EACH| 481.27000 6737.78| 475.00000 6650.00| 450.00000 6300.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 0350 730P013 2.000 EACH| 770.04000 1540.08| 760.00000 1520.00| 600.00000 1200.00 Vehicular Signal Head, 12 Inch, 5 | | | section, Type Incandescent | | | 0360 730Q010 8.000 EACH| 506.60000 4052.80| 500.00000 4000.00| 500.00000 4000.00 Pedestrian Signal Head, Type | | | Incandescent | | | 0370 730R022 2.000 EACH| 9625.44000 19250.88| 9500.00000 19000.00| 8000.00000 16000.00 Controller Assembly, Type III, 8 Phase | | | 0380 740B000 461.000 SQFT| 5.00000 2305.00| 10.50000 4840.50| 5.00000 2305.00 Construction Signs | | | 0390 740D000 100.000 EACH| 3.79000 379.00| 58.00000 5800.00| 25.00000 2500.00 Channelizing Drums | | | 0400 740Q000 500.000 LF | 0.82000 410.00| 2.50000 1250.00| 3.50000 1750.00 Construction Safety Fence | | | 0410 741C010 2.000 EACH| 210.18000 420.36| 1000.00000 2000.00| 1000.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 222,371.40| $ 223,578.08| $ 229,610.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 222,371.40| $ 223,578.08| $ 229,610.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20021204024 COUNTIES : CLARKE MARENGO LETTING DATE : 12/04/02 10:00 AM DISTRICT : 08 MONROE OTHERS CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPTE-CN02(909) for constructing the Pedestrian Safety Improvements at various locations as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19111 SAFTEY GUIDE OF ALABAMA, L.L.C. $ 144,143.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20021204024 COUNTIES : CLARKE MARENGO LETTING DATE : 12/04/02 10:00 AM DISTRICT : 08 MONROE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 19111 |( ) |( ) |SAFETY GUIDE OF ALABAMA, L. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C000 354.000 SQYD| 20.00000 7080.00| | Removing Concrete Sidewalk | | | 0020 206D002 306.000 LF | 10.00000 3060.00| | Removing Curb | | | 0030 206D003 274.000 LF | 15.00000 4110.00| | Removing Curb And Gutter | | | 0040 206E042 1.000 EACH| 750.00000 750.00| | Removing Inlets (Partial) | | | 0050 210D021 25.000 CUYD| 25.00000 625.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 535A501 32.000 LF | 35.00000 1120.00| | 18" Side Drain Pipe (14 Gauge C.M.) | | | (Extension) | | | 0070 600A000 LUMP| 25000.00000 25000.00| | Mobilization | | | 0080 618A000 564.000 SQYD| 50.00000 28200.00| | Concrete Sidewalk, 4" Thick | | | 0090 619A101 1.000 EACH| 750.00000 750.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0100 623B000 283.000 LF | 20.00000 5660.00| | Concrete Curb, Type N | | | 0110 623B002 35.000 LF | 20.00000 700.00| | Concrete Curb, Type A | | | 0120 623C000 179.000 LF | 20.00000 3580.00| | Combination Curb & Gutter, Type C | | | 0130 623C001 90.000 LF | 20.00000 1800.00| | Combination Curb & Gutter, Type L | | | 0140 701G050 1750.000 LF | 1.00000 1750.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701G073 700.000 LF | 1.00000 700.00| | Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20021204024 COUNTIES : CLARKE MARENGO LETTING DATE : 12/04/02 10:00 AM DISTRICT : 08 MONROE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 19111 |( ) |( ) |SAFETY GUIDE OF ALABAMA, L. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 703A002 1565.000 SQFT| 2.50000 3912.50| | Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 273.000 SQFT| 3.50000 955.50| | Traffic Control Legends, Class 2, Type | | | 0180 703C001 204.000 SQFT| 3.00000 612.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0190 705A037 10.000 EACH| 10.00000 100.00| | Pavement Markers, Class A-H, Type 2-D | | | 0200 710A125 32.000 SQFT| 20.00000 640.00| | Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0210 710B001 64.000 LF | 10.00000 640.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0220 730Y100 LUMP| 12500.00000 12500.00| | Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign | | | 0230 730Y101 LUMP| 12500.00000 12500.00| | Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign | | | 0240 730Y102 LUMP| 12500.00000 12500.00| | Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign | | | 0250 730Y103 LUMP| 12500.00000 12500.00| | Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign | | | 0260 740B000 316.000 SQFT| 3.00000 948.00| | Construction Signs | | | 0270 740D000 25.000 EACH| 10.00000 250.00| | Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20021204024 COUNTIES : CLARKE MARENGO LETTING DATE : 12/04/02 10:00 AM DISTRICT : 08 MONROE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 19111 |( ) |( ) |SAFETY GUIDE OF ALABAMA, L. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 740E000 50.000 EACH| 3.00000 150.00| | Cones (36 Inches High) | | | 0290 740M001 50.000 EACH| 1.00000 50.00| | Ballast For Cone | | | 0300 740Q000 200.000 LF | 5.00000 1000.00| | Construction Safety Fence | | | SECTION TOTALS | $ 144,143.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 144,143.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20021204025 COUNTIES : COVINGTON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-CN03(201) for constructing the Bridge Replacements (3)(Precast) at various locations as indicated in the plans. Length - 0.039 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 543,018.00 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 573,529.50 105.6189% 3 13092 MCCLAIN CONTRACTING COMPANY, INC. $ 595,192.15 109.6082% 4 13099 MCINNIS, LLC $ 675,290.00 124.3587% 5 03047 CARTER'S CONTRACTING SERVICES, INC. $ 787,094.40 144.9481% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20021204025 COUNTIES : COVINGTON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13092 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MCCLAIN CONTRACTING COMPANY, IN 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| 24000.00000 24000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 8+53.86 | | | 0020 206A001 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 4+68.00 | | | 0030 206A002 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 5500.00000 5500.00 Removal Of Old Bridge, Station 10+08.60 | | | 0040 210A000 335.000 CUYD| 5.00000 1675.00| 3.00000 1005.00| 3.50000 1172.50 Unclassified Excavation | | | 0050 502A000 157.000 LB | 1.00000 157.00| 1.00000 157.00| 1.00000 157.00 Steel Reinforcement | | | 0060 505A032 3.000 EACH| 1500.00000 4500.00| 2000.00000 6000.00| 2000.00000 6000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 3.000 EACH| 500.00000 1500.00| 2000.00000 6000.00| 1500.00000 4500.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0080 505M002 3090.000 LF | 20.00000 61800.00| 12.00000 37080.00| 19.56000 60440.40 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 507A000 6.000 EACH| 2000.00000 12000.00| 2500.00000 15000.00| 2200.00000 13200.00 Wire Rope Abutment Anchor Assembly | | | 0100 510A000 27.000 CUYD| 400.00000 10800.00| 650.00000 17550.00| 425.00000 11475.00 Bridge Substructure Concrete, Class A | | | 0110 511A000 99.000 EACH| 75.00000 7425.00| 75.00000 7425.00| 75.00000 7425.00 Elastomeric Bearings, Type 1 | | | 0120 512A014 4.000 EACH| 2800.00000 11200.00| 2200.00000 8800.00| 3050.00000 12200.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512A015 2.000 EACH| 3600.00000 7200.00| 2400.00000 4800.00| 3165.00000 6330.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0140 512B004 1.000 EACH| 2600.00000 2600.00| 2500.00000 2500.00| 3350.00000 3350.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20021204025 COUNTIES : COVINGTON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13092 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MCCLAIN CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512B010 2.000 EACH| 3500.00000 7000.00| 2500.00000 5000.00| 3400.00000 6800.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long (Modified) | | | 0160 512C002 12.000 EACH| 1300.00000 15600.00| 2200.00000 26400.00| 1800.00000 21600.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-5" Deep By 24'-0" Long | | | 0170 512C006 4.000 EACH| 1600.00000 6400.00| 2300.00000 9200.00| 2100.00000 8400.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 5" Deep By 24'-0" Long| | | 0180 512C017 24.000 EACH| 3100.00000 74400.00| 2800.00000 67200.00| 3500.00000 84000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0190 512C025 8.000 EACH| 3400.00000 27200.00| 2800.00000 22400.00| 4000.00000 32000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512D001 4.000 EACH| 2200.00000 8800.00| 2800.00000 11200.00| 2300.00000 9200.00 Precast Concrete Barrier Rail End | | | Section, 24'-0" Long | | | 0210 512D025 2.000 EACH| 3300.00000 6600.00| 2800.00000 5600.00| 3490.00000 6980.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0220 512D030 6.000 EACH| 3300.00000 19800.00| 2800.00000 16800.00| 3520.00000 21120.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0230 512E002 48.000 EACH| 400.00000 19200.00| 500.00000 24000.00| 440.00000 21120.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0240 512F002 24.000 EACH| 600.00000 14400.00| 500.00000 12000.00| 600.00000 14400.00 Precast Concrete Wing Panels, Type W3 | | | 0250 512G000 12.000 EACH| 500.00000 6000.00| 500.00000 6000.00| 475.00000 5700.00 Precast Concrete Abutment Wing Cap Pane | | | 0260 600A000 LUMP| 10000.00000 10000.00| 34000.00000 34000.00| 50000.00000 50000.00 Mobilization | | | 0270 610C001 3586.000 TON | 28.00000 100408.00| 27.00000 96822.00| 29.75000 106683.50 Loose Riprap, Class 2 | | | 0280 610D003 2831.000 SQYD| 3.00000 8493.00| 3.50000 9908.50| 2.25000 6369.75 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20021204025 COUNTIES : COVINGTON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13092 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MCCLAIN CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 630C003 12.000 EACH| 910.00000 10920.00| 1250.00000 15000.00| 990.00000 11880.00 Guardrail End Anchor, Type 13 | | | 0300 630C050 12.000 EACH| 1400.00000 16800.00| 2000.00000 24000.00| 1470.00000 17640.00 Guardrail End Anchor, Type 20 Series | | | 0310 665F000 150.000 EACH| 4.50000 675.00| 5.00000 750.00| 5.00000 750.00 Hay Bales | | | 0320 665J000 1800.000 LF | 4.00000 7200.00| 3.50000 6300.00| 3.50000 6300.00 Silt Fence, Type A | | | 0330 680A000 LUMP| 6000.00000 6000.00| 4500.00000 4500.00| 4500.00000 4500.00 Engineering Controls | | | 0340 740B000 711.000 SQFT| 15.00000 10665.00| 12.00000 8532.00| 9.00000 6399.00 Construction Signs | | | 0350 740F002 24.000 EACH| 400.00000 9600.00| 350.00000 8400.00| 325.00000 7800.00 Barricades, Type III | | | 0360 740I005 12.000 EACH| 500.00000 6000.00| 350.00000 4200.00| 150.00000 1800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 543,018.00| $ 573,529.50| $ 595,192.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 543,018.00| $ 573,529.50| $ 595,192.15 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20021204025 COUNTIES : COVINGTON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 03047 |( ) |MCINNIS, LLC |CARTER'S CONTRACTING SERVIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 13000.00000 13000.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 8+53.86 | | | 0020 206A001 LUMP| 13000.00000 13000.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 4+68.00 | | | 0030 206A002 LUMP| 12000.00000 12000.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 10+08.60 | | | 0040 210A000 335.000 CUYD| 10.00000 3350.00| 4.00000 1340.00| Unclassified Excavation | | | 0050 502A000 157.000 LB | 1.00000 157.00| 1.20000 188.40| Steel Reinforcement | | | 0060 505A032 3.000 EACH| 2000.00000 6000.00| 2000.00000 6000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 3.000 EACH| 2000.00000 6000.00| 2000.00000 6000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0080 505M002 3090.000 LF | 27.00000 83430.00| 44.00000 135960.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 507A000 6.000 EACH| 2500.00000 15000.00| 2000.00000 12000.00| Wire Rope Abutment Anchor Assembly | | | 0100 510A000 27.000 CUYD| 500.00000 13500.00| 425.00000 11475.00| Bridge Substructure Concrete, Class A | | | 0110 511A000 99.000 EACH| 100.00000 9900.00| 62.00000 6138.00| Elastomeric Bearings, Type 1 | | | 0120 512A014 4.000 EACH| 2900.00000 11600.00| 2800.00000 11200.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512A015 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0140 512B004 1.000 EACH| 3050.00000 3050.00| 3400.00000 3400.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 025 -6 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20021204025 COUNTIES : COVINGTON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 03047 |( ) |MCINNIS, LLC |CARTER'S CONTRACTING SERVIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512B010 2.000 EACH| 3150.00000 6300.00| 3400.00000 6800.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long (Modified) | | | 0160 512C002 12.000 EACH| 1700.00000 20400.00| 2000.00000 24000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-5" Deep By 24'-0" Long | | | 0170 512C006 4.000 EACH| 1950.00000 7800.00| 2200.00000 8800.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 5" Deep By 24'-0" Long| | | 0180 512C017 24.000 EACH| 3300.00000 79200.00| 3800.00000 91200.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0190 512C025 8.000 EACH| 3750.00000 30000.00| 4000.00000 32000.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512D001 4.000 EACH| 2150.00000 8600.00| 3800.00000 15200.00| Precast Concrete Barrier Rail End | | | Section, 24'-0" Long | | | 0210 512D025 2.000 EACH| 3350.00000 6700.00| 3800.00000 7600.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0220 512D030 6.000 EACH| 3350.00000 20100.00| 3800.00000 22800.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0230 512E002 48.000 EACH| 500.00000 24000.00| 400.00000 19200.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0240 512F002 24.000 EACH| 700.00000 16800.00| 600.00000 14400.00| Precast Concrete Wing Panels, Type W3 | | | 0250 512G000 12.000 EACH| 550.00000 6600.00| 450.00000 5400.00| Precast Concrete Abutment Wing Cap Pane | | | 0260 600A000 LUMP| 55000.00000 55000.00| 25000.00000 25000.00| Mobilization | | | 0270 610C001 3586.000 TON | 30.00000 107580.00| 38.00000 136268.00| Loose Riprap, Class 2 | | | 0280 610D003 2831.000 SQYD| 3.00000 8493.00| 3.00000 8493.00| Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 025 -7 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20021204025 COUNTIES : COVINGTON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 03047 |( ) |MCINNIS, LLC |CARTER'S CONTRACTING SERVIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 630C003 12.000 EACH| 910.00000 10920.00| 1200.00000 14400.00| Guardrail End Anchor, Type 13 | | | 0300 630C050 12.000 EACH| 1400.00000 16800.00| 1900.00000 22800.00| Guardrail End Anchor, Type 20 Series | | | 0310 665F000 150.000 EACH| 10.00000 1500.00| 6.00000 900.00| Hay Bales | | | 0320 665J000 1800.000 LF | 7.00000 12600.00| 4.00000 7200.00| Silt Fence, Type A | | | 0330 680A000 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| Engineering Controls | | | 0340 740B000 711.000 SQFT| 10.00000 7110.00| 12.00000 8532.00| Construction Signs | | | 0350 740F002 24.000 EACH| 200.00000 4800.00| 275.00000 6600.00| Barricades, Type III | | | 0360 740I005 12.000 EACH| 250.00000 3000.00| 400.00000 4800.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 675,290.00| $ 787,094.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 675,290.00| $ 787,094.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20021204027 COUNTIES : MONROE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPHS-0021(502) for constructing the Intersection Improvements on S.R.#21 at S.R.#136 south of Monroeville. Length - 0.075 mi SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19111 SAFTEY GUIDE OF ALABAMA, L.L.C. $ 87,575.00 100.0000% 2 19090 E. H. SMITH ELECTRICAL CONTRACTORS, INC. $ 99,190.50 113.2635% 3 01018 APAC-ALABAMA, INC. $ 114,198.25 130.4005% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20021204027 COUNTIES : MONROE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19111 |( 2 ) 19090 |( 3 ) 01018 |SAFETY GUIDE OF ALABAMA, L. |E. H. SMITH ELECTRICAL CONT |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305A000 20.000 CUYD| 25.00000 500.00| 20.00000 400.00| 25.00000 500.00 Borrow, Section 210, A-4 OR BETTER, FOR | | | MISCELLANEOUS USE. | | | 0020 424A340 21.000 TON | 250.00000 5250.00| 200.00000 4200.00| 250.00000 5250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424B640 1.000 TON | 500.00000 500.00| 300.00000 300.00| 500.00000 500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 600A000 LUMP| 15850.00000 15850.00| 18500.00000 18500.00| 38400.00000 38400.00 Mobilization | | | 0050 623B000 110.000 LF | 15.00000 1650.00| 40.00000 4400.00| 9.00000 990.00 Concrete Curb, Type N | | | 0060 665F000 25.000 EACH| 3.00000 75.00| 6.50000 162.50| 3.00000 75.00 Hay Bales | | | 0070 701G050 100.000 LF | 2.00000 200.00| 0.90000 90.00| 1.00000 100.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0080 701G073 310.000 LF | 2.00000 620.00| 1.10000 341.00| 1.20000 372.00 Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0090 703A002 90.000 SQFT| 5.00000 450.00| 3.00000 270.00| 3.00000 270.00 Traffic Control Markings, Class 2, Type | | | A | | | 0100 703B002 25.000 SQFT| 5.00000 125.00| 3.20000 80.00| 3.25000 81.25 Traffic Control Legends, Class 2, Type | | | 0110 730A000 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2750.00000 2750.00 Removal Of Existing Traffic Control | | | Unit (SR-21 @ SR-136) | | | 0120 730C000 LUMP| 8450.00000 8450.00| 5000.00000 5000.00| 4950.00000 4950.00 Furnishing And Installing Traffic | | | Control Unit (SR-21 @ SR-136) | | | 0130 730E000 1.000 EACH| 1500.00000 1500.00| 3500.00000 3500.00| 4400.00000 4400.00 Metal Traffic Signal Pole Foundation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20021204027 COUNTIES : MONROE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19111 |( 2 ) 19090 |( 3 ) 01018 |SAFETY GUIDE OF ALABAMA, L. |E. H. SMITH ELECTRICAL CONT |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 730G000 1.000 EACH| 4500.00000 4500.00| 4950.00000 4950.00| 4840.00000 4840.00 Traffic Signal Strain Pole | | | 0150 730H001 6600.000 LF | 2.50000 16500.00| 3.75000 24750.00| 3.30000 21780.00 Loop Wire | | | 0160 730I000 1268.000 LF | 2.50000 3170.00| 1.50000 1902.00| 2.00000 2536.00 Shielded Loop Detector Home-Run Cable | | | 0170 730J000 9.000 EACH| 250.00000 2250.00| 175.00000 1575.00| 110.00000 990.00 Loop Detector Amplifier | | | 0180 730N010 1.000 EACH| 425.00000 425.00| 800.00000 800.00| 825.00000 825.00 Luminaire Extension Assembly, TWELVE | | | FEET | | | 0190 730P022 6.000 EACH| 700.00000 4200.00| 800.00000 4800.00| 913.00000 5478.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0200 730P024 2.000 EACH| 950.00000 1900.00| 1250.00000 2500.00| 1430.00000 2860.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0210 730R003 1.000 EACH| 8000.00000 8000.00| 9500.00000 9500.00| 9800.00000 9800.00 Traffic Controller, Type III, 8 Phase | | | 0220 740B000 492.000 SQFT| 5.00000 2460.00| 10.00000 4920.00| 8.00000 3936.00 Construction Signs | | | 0230 740D000 25.000 EACH| 50.00000 1250.00| 12.00000 300.00| 25.00000 625.00 Channelizing Drums | | | 0240 740E000 100.000 EACH| 6.00000 600.00| 5.00000 500.00| 4.00000 400.00 Cones (36 Inches High) | | | 0250 740M001 100.000 EACH| 4.00000 400.00| 1.50000 150.00| 2.00000 200.00 Ballast For Cone | | | 0260 741C010 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| 300.00000 300.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0270 756A020 30.000 LF | 75.00000 2250.00| 60.00000 1800.00| 33.00000 990.00 2" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 87,575.00| $ 99,190.50| $ 114,198.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 87,575.00| $ 99,190.50| $ 114,198.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20021204032 COUNTIES : ETOWAH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : GADSDEN PROJECT(S) : STPOA-0087(500) for constructing the Traffic Signal Improvements on U.S.#431 (Meighan Boulevard) from 29th Street to Springfield Avenue in Gadsden. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19060 STONE ELECTRIC COMPANY, INC. $ 888,760.50 100.0000% 2 20003 TEMPLE ELECTRIC COMPANY, INC. $ 914,901.00 102.9412% 3 07004 GEORGIA ELECTRIC COMPANY $ 1,213,657.67 136.5562% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20021204032 COUNTIES : ETOWAH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 07004 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 31969.31000 31969.31 Mobilization | | | 0020 701B009 270.000 LF | 1.00000 270.00| 0.50000 135.00| 1.60000 432.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0030 701G050 930.000 LF | 1.00000 930.00| 0.50000 465.00| 1.60000 1488.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0040 703A002 1890.000 SQFT| 2.35000 4441.50| 1.50000 2835.00| 2.56000 4838.40 Traffic Control Markings, Class 2, Type | | | A | | | 0050 703B002 50.000 SQFT| 2.35000 117.50| 1.50000 75.00| 2.56000 128.00 Traffic Control Legends, Class 2, Type | | | 0060 703C000 400.000 SQFT| 2.65000 1060.00| 0.50000 200.00| 3.04000 1216.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0070 705A031 190.000 EACH| 6.75000 1282.50| 5.00000 950.00| 10.23000 1943.70 Pavement Markers, Class A-H, Type 1-A | | | 0080 730A000 LUMP| 1000.00000 1000.00| 1791.00000 1791.00| 2299.08000 2299.08 Removal Of Existing Traffic Control | | | Unit (MEIGHAN BLVD. [US 431] AT 29TH | | | STREET) | | | 0090 730A012 LUMP| 1000.00000 1000.00| 700.00000 700.00| 666.42000 666.42 Removal Of Existing Traffic Control | | | Unit (Partial)( MEIGHAN BLVD. [US 431] | | | AT 27TH ST/WALL | | | 0100 730A013 LUMP| 1000.00000 1000.00| 700.00000 700.00| 666.42000 666.42 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD[US 431] | | | AT 26TH ST.) | | | 0110 730A014 LUMP| 1000.00000 1000.00| 700.00000 700.00| 666.42000 666.42 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD.[US 431] | | | AT 24TH ST.) | | | 0120 730A015 LUMP| 1000.00000 1000.00| 700.00000 700.00| 666.42000 666.42 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD. [US 431] | | | AT 21ST ST) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20021204032 COUNTIES : ETOWAH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 07004 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 730A016 LUMP| 2000.00000 2000.00| 850.00000 850.00| 1158.66000 1158.66 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD. [US 431] | | | AT 12TH ST/SR | | | 0140 730A017 LUMP| 1000.00000 1000.00| 700.00000 700.00| 620.97000 620.97 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD [US 431] | | | AT 11TH ST) | | | 0150 730A018 LUMP| 1500.00000 1500.00| 700.00000 700.00| 666.42000 666.42 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD [US 431] | | | AT 9TH ST) | | | 0160 730A019 LUMP| 1500.00000 1500.00| 700.00000 700.00| 666.42000 666.42 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD [US 431] | | | AT HENRY ST) | | | 0170 730A020 LUMP| 1000.00000 1000.00| 700.00000 700.00| 651.27000 651.27 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD [US 431] | | | AT 6TH ST) | | | 0180 730A021 LUMP| 1500.00000 1500.00| 700.00000 700.00| 651.27000 651.27 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD [US 431] | | | AT 5TH ST) | | | 0190 730A022 LUMP| 1000.00000 1000.00| 700.00000 700.00| 666.42000 666.42 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD [US 431] | | | AT 4TH ST) | | | 0200 730A023 LUMP| 2000.00000 2000.00| 700.00000 700.00| 1060.20000 1060.20 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD [US 431] | | | AT 3RD ST) | | | 0210 730A024 LUMP| 2000.00000 2000.00| 700.00000 700.00| 7438.93000 7438.93 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD [US 431] | | | AT HOOD AVE/SR | | | 0220 730A025 LUMP| 1500.00000 1500.00| 700.00000 700.00| 666.42000 666.42 Removal Of Existing Traffic Control | | | Unit (Partial) (MEIGHAN BLVD [US 431] | | | AT 6TH ST/ | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20021204032 COUNTIES : ETOWAH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 07004 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 730A026 LUMP| 1500.00000 1500.00| 700.00000 700.00| 726.99000 726.99 Removal Of Existing Traffic Control | | | Unit (Partial) (Meighan Blvd. [US 431] | | | at Wahl St./ | | | 0240 730A027 LUMP| 2000.00000 2000.00| 700.00000 700.00| 726.99000 726.99 Removal Of Exixting Traffic Control | | | Unit(Partial)( Meighan Blvd. [US 431] | | | at Vinson Ave./ | | | 0250 730A028 LUMP| 2000.00000 2000.00| 700.00000 700.00| 726.99000 726.99 Removal Of Existing Traffic Control | | | Unit(Partial)( Meighan Blvd. [US 431] | | | at Ansley St.) | | | 0260 730A029 LUMP| 2000.00000 2000.00| 700.00000 700.00| 726.99000 726.99 Removal Of Existing Control | | | Unit(Partial)( Meighan Blvd. [US 431] | | | at Hoke St.) | | | 0270 730A030 LUMP| 1500.00000 1500.00| 700.00000 700.00| 696.70000 696.70 Removal Of Exixting Control | | | Unit(Partial)( Meighan Blvd. [US 431] | | | at Piedmont | | | 0280 730A031 LUMP| 2000.00000 2000.00| 700.00000 700.00| 711.85000 711.85 Removal Of Existing Traffic Control | | | Unit(Partial)( Meighan Blvd. [US 431] | | | at Springfield | | | 0290 730C000 LUMP| 3000.00000 3000.00| 2900.00000 2900.00| 6086.71000 6086.71 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 27TH/ | | | 0300 730C001 LUMP| 1500.00000 1500.00| 2900.00000 2900.00| 6086.71000 6086.71 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 26TH ST] | | | 0310 730C002 LUMP| 1500.00000 1500.00| 2900.00000 2900.00| 5850.22000 5850.22 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 24TH ST] | | | 0320 730C003 LUMP| 1500.00000 1500.00| 3650.00000 3650.00| 6086.71000 6086.71 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 21ST ST) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20021204032 COUNTIES : ETOWAH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 07004 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 730C004 LUMP| 1500.00000 1500.00| 6500.00000 6500.00| 10004.83000 10004.83 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 12TH ST/ | | | 0340 730C005 LUMP| 3000.00000 3000.00| 2900.00000 2900.00| 5871.89000 5871.89 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 11TH ST) | | | 0350 730C006 LUMP| 1500.00000 1500.00| 2900.00000 2900.00| 6388.85000 6388.85 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 9TH ST) | | | 0360 730C007 LUMP| 2500.00000 2500.00| 4900.00000 4900.00| 9172.03000 9172.03 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | HENRY ST) | | | 0370 730C008 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 7261.87000 7261.87 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 6TH ST) | | | 0380 730C009 LUMP| 1500.00000 1500.00| 2900.00000 2900.00| 7287.34000 7287.34 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 5TH) | | | 0390 730C010 LUMP| 1500.00000 1500.00| 2900.00000 2900.00| 6060.82000 6060.82 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 4TH ST) | | | 0400 730C011 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 7730.81000 7730.81 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 3RD ST) | | | 0410 730C012 LUMP| 1500.00000 1500.00| 4600.00000 4600.00| 12415.88000 12415.88 Furnishing And Installing Traffic | | | Control Unit ( (MEIGHAN BLVD [US 431] | | | AT HOOD AVE/ | | | 0420 730C013 LUMP| 1500.00000 1500.00| 5400.00000 5400.00| 9899.55000 9899.55 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | 6TH ST/ | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20021204032 COUNTIES : ETOWAH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 07004 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 730C014 LUMP| 2000.00000 2000.00| 2900.00000 2900.00| 6945.65000 6945.65 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | WAHL ST/ | | | 0440 730C015 LUMP| 1500.00000 1500.00| 2900.00000 2900.00| 6978.86000 6978.86 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | VINSON AVE/ | | | 0450 730C100 LUMP| 1500.00000 1500.00| 2900.00000 2900.00| 6882.63000 6882.63 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | ANSLEY ST) | | | 0460 730C101 LUMP| 1500.00000 1500.00| 4100.00000 4100.00| 6734.37000 6734.37 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | HOKE ST) | | | 0470 730C102 LUMP| 1100.00000 1100.00| 2900.00000 2900.00| 5444.12000 5444.12 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | PEIDMONT | | | 0480 730C103 LUMP| 1300.00000 1300.00| 2900.00000 2900.00| 6011.91000 6011.91 Furnishing And Installing Traffic | | | Control Unit (MEIGHAN BLVD [US 431] AT | | | SPRINGFIELD | | | 0490 730E000 3.000 EACH| 2000.00000 6000.00| 2600.00000 7800.00| 1151.44000 3454.32 Metal Traffic Signal Pole Foundation | | | 0500 730G001 3.000 EACH| 4000.00000 12000.00| 3600.00000 10800.00| 3490.41000 10471.23 Metal Traffic Signal Strain Pole | | | 0510 730H001 27010.000 LF | 2.60000 70226.00| 3.50000 94535.00| 7.56000 204195.60 Loop Wire | | | 0520 730I001 46910.000 LF | 0.50000 23455.00| 1.00000 46910.00| 1.27000 59575.70 Loop Detector Lead-In-Cable | | | 0530 730J010 217.000 EACH| 175.00000 37975.00| 160.00000 34720.00| 145.38000 31547.46 Vehicle Loop Detector | | | 0540 730K000 56.000 EACH| 257.00000 14392.00| 275.00000 15400.00| 498.78000 27931.68 Traffic Signal Junction Box | | | 0550 730L003 160.000 LF | 3.00000 480.00| 4.00000 640.00| 5.59000 894.40 1", Non-Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20021204032 COUNTIES : ETOWAH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 07004 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 730L005 7640.000 LF | 4.00000 30560.00| 4.00000 30560.00| 5.85000 44694.00 2", Non-Metallic, Conduit | | | 0570 730N010 3.000 EACH| 642.00000 1926.00| 930.00000 2790.00| 851.82000 2555.46 Luminaire Extension Assembly, 12 FEET | | | 0580 730P022 153.000 EACH| 811.00000 124083.00| 675.00000 103275.00| 577.02000 88284.06 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0590 730P024 39.000 EACH| 1255.00000 48945.00| 1260.00000 49140.00| 989.32000 38583.48 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0600 730R022 20.000 EACH| 7825.00000 156500.00| 7650.00000 153000.00| 11845.86000 236917.20 Controller Assembly, Type III, 8 Phase | | | 0610 730U005 LUMP| 9000.00000 9000.00| 9100.00000 9100.00| 6918.98000 6918.98 Furnishing And Installing Video | | | Detection System | | | 0620 734A009 40000.000 LF | 0.64000 25600.00| 2.60000 104000.00| 3.10000 124000.00 Cable OSP, Loose Tube, 12F SM | | | 0630 734B005 2450.000 LF | 0.70000 1715.00| 2.60000 6370.00| 1.31000 3209.50 Drop Cable OSP 6F SM Central Core | | | 0640 734E036 110.000 LF | 4.00000 440.00| 4.00000 440.00| 6.23000 685.30 Conduit PVC Schedule 80 1 1/4 Inch | | | 0650 734G001 40.000 EACH| 35.00000 1400.00| 50.00000 2000.00| 41.78000 1671.20 Connector ST Termination SM | | | 0660 734G005 20.000 EACH| 642.00000 12840.00| 325.00000 6500.00| 532.80000 10656.00 Splice Closure, Aerial With Trays | | | 0670 734G009 120.000 EACH| 120.00000 14400.00| 50.00000 6000.00| 53.71000 6445.20 Splicing, Fusion | | | 0680 734N021 20.000 EACH| 3000.00000 60000.00| 2000.00000 40000.00| 1895.14000 37902.80 Fiber Optic Transceiver, RS-232 Remote | | | W/ Power | | | 0690 740B000 510.000 SQFT| 109.00000 55590.00| 9.00000 4590.00| 23.02000 11740.20 Construction Signs | | | 0700 740C000 32.000 SQFT| 110.00000 3520.00| 15.00000 480.00| 11.51000 368.32 Special Construction Signs | | | 0710 740D000 50.000 EACH| 68.00000 3400.00| 10.00000 500.00| 74.17000 3708.50 Channelizing Drums | | | 0720 740E000 200.000 EACH| 11.12000 2224.00| 10.00000 2000.00| 12.28000 2456.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 032 -8 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20021204032 COUNTIES : ETOWAH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( 3 ) 07004 |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 740M001 200.000 EACH| 7.61000 1522.00| 1.00000 200.00| 7.67000 1534.00 Ballast For Cone | | | 0740 741C010 2.000 EACH| 5383.00000 10766.00| 2500.00000 5000.00| 6010.23000 12020.46 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0750 745A000 200.000 HOUR| 35.00000 7000.00| 25.00000 5000.00| 31.97000 6394.00 Uniformed Police Officer | | | 0760 756A020 1720.000 LF | 40.00000 68800.00| 30.00000 51600.00| 14.01000 24097.20 2" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 888,760.50| $ 914,901.00| $ 1,213,657.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 888,760.50| $ 914,901.00| $ 1,213,657.67 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20021204033 COUNTIES : AUTAUGA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-0108(201) for constructing the Bridge Replacements (2) (Precast) on ACGBBRZ-0100(201) C.R.#57 and on C.R.#10 at Bridge Creek northwest of Prattville. Length 0.097 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23071 WARRIOR CONSTRUCTORS, INC. $ 989,933.00 100.0000% 2 13099 MCINNIS, LLC $ 1,076,433.00 108.7380% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021204033 COUNTIES : AUTAUGA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 13099 |( ) |WARRIOR CONSTRUCTORS, 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| 70000.00000 70000.00| 55000.00000 55000.00| Removal Of Old Bridge, Station 166+53 | | | 0020 206A001 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| Removal Of Old Bridge, Station 271+63.4 | | | 0030 210A000 1283.000 CUYD| 9.00000 11547.00| 4.00000 5132.00| Unclassified Excavation | | | 0040 502A000 771.000 LB | 3.00000 2313.00| 2.00000 1542.00| Steel Reinforcement | | | 0050 505A030 2.000 EACH| 1000.00000 2000.00| 1500.00000 3000.00| Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505A032 1.000 EACH| 1000.00000 1000.00| 1800.00000 1800.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B100 2.000 EACH| 1000.00000 2000.00| 800.00000 1600.00| Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0080 505B102 1.000 EACH| 1000.00000 1000.00| 800.00000 800.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M000 4086.000 LF | 20.00000 81720.00| 21.00000 85806.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0100 505M002 494.000 LF | 22.00000 10868.00| 24.00000 11856.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0110 507A000 4.000 EACH| 2200.00000 8800.00| 2800.00000 11200.00| Wire Rope Abutment Anchor Assembly | | | 0120 510A000 66.000 CUYD| 350.00000 23100.00| 500.00000 33000.00| Bridge Substructure Concrete, Class A | | | 0130 511A000 165.000 EACH| 100.00000 16500.00| 100.00000 16500.00| Elastomeric Bearings, Type 1 | | | 0140 512A017 4.000 EACH| 3000.00000 12000.00| 3500.00000 14000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021204033 COUNTIES : AUTAUGA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 13099 |( ) |WARRIOR CONSTRUCTORS, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512B016 11.000 EACH| 3250.00000 35750.00| 3800.00000 41800.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0160 512C018 78.000 EACH| 3475.00000 271050.00| 3800.00000 296400.00| Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-113/4" Long | | | (30^ Skew) | | | 0170 512C026 26.000 EACH| 4000.00000 104000.00| 3100.00000 80600.00| Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | (30^ Skew) | | | 0180 512D026 18.000 EACH| 3500.00000 63000.00| 3700.00000 66600.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long (30^ | | | Skew) | | | 0190 512D032 8.000 EACH| 3600.00000 28800.00| 3700.00000 29600.00| Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long (30^ Skew) | | | 0200 512E013 24.000 EACH| 375.00000 9000.00| 600.00000 14400.00| Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0210 512E014 16.000 EACH| 425.00000 6800.00| 700.00000 11200.00| Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0220 512F002 16.000 EACH| 625.00000 10000.00| 800.00000 12800.00| Precast Concrete Wing Panels, Type W3 | | | 0230 512G001 8.000 EACH| 500.00000 4000.00| 550.00000 4400.00| Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0240 600A000 LUMP| 60000.00000 60000.00| 100000.00000 100000.00| Mobilization | | | 0250 610C001 2381.000 TON | 25.00000 59525.00| 25.00000 59525.00| Loose Riprap, Class 2 | | | 0260 610D003 1880.000 SQYD| 3.00000 5640.00| 3.00000 5640.00| Filter Blanket, Geotextile | | | 0270 630A001 100.000 LF | 11.00000 1100.00| 12.00000 1200.00| Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20021204033 COUNTIES : AUTAUGA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 13099 |( ) |WARRIOR CONSTRUCTORS, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 630C003 8.000 EACH| 900.00000 7200.00| 950.00000 7600.00| Guardrail End Anchor, Type 13 | | | 0290 630C070 8.000 EACH| 1300.00000 10400.00| 1275.00000 10200.00| Guardrail End Anchor, Type 10 Series | | | 0300 665F000 80.000 EACH| 6.00000 480.00| 10.00000 800.00| Hay Bales | | | 0310 665J000 320.000 LF | 10.00000 3200.00| 10.00000 3200.00| Silt Fence, Type A | | | 0320 680A000 LUMP| 10000.00000 10000.00| 26824.00000 26824.00| Engineering Controls | | | 0330 740B000 476.000 SQFT| 15.00000 7140.00| 8.00000 3808.00| Construction Signs | | | 0340 740F002 20.000 EACH| 400.00000 8000.00| 250.00000 5000.00| Barricades, Type III | | | 0350 740I005 4.000 EACH| 500.00000 2000.00| 3400.00000 13600.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 989,933.00| $ 1,076,433.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 989,933.00| $ 1,076,433.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20021204034 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : STPBH-0123(502) for constructing the Traffic Signal Improvements at various STPBH-0123(503) intersections on S.R.#79 from I-59/I-20 to Springdale Road in Tarrant and Birmingham. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 622,068.25 100.0000% 2 07004 GEORGIA ELECTRIC COMPANY $ 742,445.65 119.3512% 3 19111 SAFTEY GUIDE OF ALABAMA, L.L.C. $ 744,887.50 119.7437% 4 19060 STONE ELECTRIC COMPANY, INC. $ 757,257.75 121.7323% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021204034 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 07004 |( 3 ) 19111 |STONE & SONS ELECTRICAL CON |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 15000.00000 15000.00| 30690.54000 30690.54| 50000.00000 50000.00 Mobilization | | | 0020 680A000 LUMP| 1000.00000 1000.00| 15345.27000 15345.27| 10000.00000 10000.00 Engineering Controls | | | 0030 703A002 240.000 SQFT| 2.50000 600.00| 2.56000 614.40| 5.00000 1200.00 Traffic Control Markings, Class 2, Type | | | A | | | 0040 730A000 LUMP| 925.00000 925.00| 2297.11000 2297.11| 2500.00000 2500.00 Removal Of Existing Traffic Control | | | Unit (SR 79 AT VANDERBILT RD/EAST LAKE | | | BLVD) | | | 0050 730A012 LUMP| 925.00000 925.00| 1272.25000 1272.25| 2500.00000 2500.00 Removal Of Existing Traffic Control | | | Unit (Partial)( SR 79 At Jefferson Blvd)| | | 0060 730A013 LUMP| 925.00000 925.00| 1095.55000 1095.55| 2500.00000 2500.00 Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 At Cedar St) | | | 0070 730A014 LUMP| 925.00000 925.00| 1236.91000 1236.91| 2500.00000 2500.00 Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 At Pinson St) | | | 0080 730A015 LUMP| 925.00000 925.00| 1024.86000 1024.86| 2500.00000 2500.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( SR 79 At Commerce | | | Cir/East Lake Blvd) | | | 0090 730A016 LUMP| 925.00000 925.00| 1307.58000 1307.58| 2500.00000 2500.00 Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 At Springdale Rd) | | | 0100 730A017 LUMP| 750.00000 750.00| 653.80000 653.80| 2500.00000 2500.00 Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 AT I-20/59 EB | | | RAMPS) | | | 0110 730A018 LUMP| 750.00000 750.00| 2102.74000 2102.74| 2500.00000 2500.00 Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 AT I-20/59 WB | | | RAMPS) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021204034 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 07004 |( 3 ) 19111 |STONE & SONS ELECTRICAL CON |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 730A019 LUMP| 925.00000 925.00| 1148.55000 1148.55| 2500.00000 2500.00 Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 AT BALL ST.) | | | 0130 730A020 LUMP| 925.00000 925.00| 1272.25000 1272.25| 2500.00000 2500.00 Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 AT 40TH AVE) | | | 0140 730A021 LUMP| 1800.00000 1800.00| 1413.61000 1413.61| 2500.00000 2500.00 Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 AT 41ST AVE/41ST | | | CT) | | | 0150 730C000 LUMP| 2785.00000 2785.00| 4680.61000 4680.61| 7000.00000 7000.00 Furnishing And Installing Traffic | | | Control Unit ( SR 79 At Jefferson Blvd) | | | 0160 730C001 LUMP| 3200.00000 3200.00| 6586.43000 6586.43| 7000.00000 7000.00 Furnishing And Installing Traffic | | | Control Unit ( SR 79 At Cedar St) | | | 0170 730C002 LUMP| 2300.00000 2300.00| 4328.85000 4328.85| 7000.00000 7000.00 Furnishing And Installing Traffic | | | Control Unit (SR 79 At Pinson St) | | | 0180 730C003 LUMP| 3900.00000 3900.00| 6725.58000 6725.58| 7000.00000 7000.00 Furnishing And Installing Traffic | | | Control Unit (SR 79 At Commerce | | | Cir/East Lake Blvd) | | | 0190 730C004 LUMP| 3425.00000 3425.00| 6254.41000 6254.41| 7000.00000 7000.00 Furnishing And Installing Traffic | | | Control Unit (SR 79 At Springdale Rd) | | | 0200 730C005 LUMP| 1550.00000 1550.00| 2176.21000 2176.21| 7000.00000 7000.00 Furnishing And Installing Traffic | | | Control Unit (SR 79 AT I-20/59 EB RAMPS)| | | 0210 730C006 LUMP| 2385.00000 2385.00| 3533.21000 3533.21| 7000.00000 7000.00 Furnishing And Installing Traffic | | | Control Unit (SR79 AT I-20/59 WB RAMPS) | | | 0220 730C007 LUMP| 4150.00000 4150.00| 5579.22000 5579.22| 7000.00000 7000.00 Furnishing And Installing Traffic | | | Control Unit (SR 79 AT VANDERBILT | | | RD/EAST LAKE BLVD) | | | 0230 730C008 LUMP| 3060.00000 3060.00| 4104.60000 4104.60| 7000.00000 7000.00 Furnishing And Installing Traffic | | | Control Unit (SR 79 AT BALL ST) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021204034 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 07004 |( 3 ) 19111 |STONE & SONS ELECTRICAL CON |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 730C009 LUMP| 2800.00000 2800.00| 3890.29000 3890.29| 7000.00000 7000.00 Furnishing And Installing Traffic | | | Control Unit (SR 79 AT 40TH AVE) | | | 0250 730C010 LUMP| 6812.00000 6812.00| 7681.38000 7681.38| 7000.00000 7000.00 Furnishing And Installing Traffic | | | Control Unit (SR 79 AT 41ST AVE/41ST CT)| | | 0260 730E000 16.000 EACH| 2200.00000 35200.00| 1107.95000 17727.20| 2000.00000 32000.00 Metal Traffic Signal Pole Foundation | | | 0270 730F000 1.000 EACH| 6620.00000 6620.00| 6019.41000 6019.41| 6000.00000 6000.00 Metal Traffic Signal Pole With 55 Foot | | | Mast Arm Assembly | | | 0280 730F001 1.000 EACH| 6800.00000 6800.00| 7258.18000 7258.18| 7500.00000 7500.00 Metal Traffic Signal Pole With 40 Foot | | | & 45 Foot Mast Arm Assemblies | | | 0290 730F002 1.000 EACH| 6650.00000 6650.00| 6729.82000 6729.82| 7000.00000 7000.00 Metal Traffic Signal Pole With 50 Foot | | | Mast Arm Assembly | | | 0300 730G001 13.000 EACH| 2875.00000 37375.00| 3096.13000 40249.69| 3500.00000 45500.00 Metal Traffic Signal Strain Pole | | | 0310 730H001 7420.000 LF | 2.65000 19663.00| 7.54000 55946.80| 3.00000 22260.00 Loop Wire | | | 0320 730I001 23545.000 LF | 1.00000 23545.00| 1.35000 31785.75| 1.50000 35317.50 Loop Detector Lead-In-Cable | | | 0330 730J010 82.000 EACH| 150.00000 12300.00| 138.54000 11360.28| 225.00000 18450.00 Vehicle Loop Detector | | | 0340 730K000 29.000 EACH| 325.00000 9425.00| 548.32000 15901.28| 300.00000 8700.00 Traffic Signal Junction Box | | | 0350 730L005 4420.000 LF | 3.50000 15470.00| 6.66000 29437.20| 7.00000 30940.00 2", Non-Metallic, Conduit | | | 0360 730N010 15.000 EACH| 425.00000 6375.00| 472.91000 7093.65| 300.00000 4500.00 Luminaire Extension Assembly, 12 Feet | | | 0370 730P020 2.000 EACH| 365.00000 730.00| 303.88000 607.76| 750.00000 1500.00 Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 0380 730P022 104.000 EACH| 720.00000 74880.00| 583.29000 60662.16| 650.00000 67600.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021204034 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 07004 |( 3 ) 19111 |STONE & SONS ELECTRICAL CON |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 730P024 4.000 EACH| 1100.00000 4400.00| 1009.41000 4037.64| 1500.00000 6000.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0400 730P030 4.000 EACH| 2515.00000 10060.00| 1375.38000 5501.52| 2500.00000 10000.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Optically Programmed | | | 0410 730P032 2.000 EACH| 4615.00000 9230.00| 2098.23000 4196.46| 5000.00000 10000.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Optically Programmed | | | 0420 730Q011 10.000 EACH| 642.00000 6420.00| 658.19000 6581.90| 750.00000 7500.00 Pedestrian Signal Head, Type LED | | | 0430 730R022 5.000 EACH| 8500.00000 42500.00| 12001.92000 60009.60| 8500.00000 42500.00 Controller Assembly, Type III, 8 Phase | | | 0440 730R052 6.000 EACH| 11900.00000 71400.00| 11627.49000 69764.94| 12000.00000 72000.00 Controller Assembly, 170, 8 Phase | | | 0450 730T000 8.000 EACH| 225.00000 1800.00| 611.66000 4893.28| 300.00000 2400.00 Wood Pole | | | 0460 730U005 LUMP| 5500.00000 5500.00| 6412.46000 6412.46| 5000.00000 5000.00 Furnishing And Installing Video | | | Detection System ( SR 79 At Cedar St) | | | 0470 730U007 LUMP| 5500.00000 5500.00| 6412.46000 6412.46| 5000.00000 5000.00 Furnishing And Installing Video | | | Detection System (SR 79 At Springdale | | | Rd) | | | 0480 730U008 LUMP| 5800.00000 5800.00| 12478.47000 12478.47| 5000.00000 5000.00 Furnishing And Installing Video | | | Detection System (SR 79 AT VANDERBILT | | | RD/EAST LAKE BLVD) | | | 0490 734A012 15435.000 LF | 1.55000 23924.25| 3.10000 47848.50| 2.00000 30870.00 Cable OSP, Loose Tube, 36F SM | | | 0500 734B005 500.000 LF | 2.00000 1000.00| 1.46000 730.00| 5.00000 2500.00 Drop Cable OSP 6F SM Central Core | | | 0510 734B007 600.000 LF | 2.50000 1500.00| 1.46000 876.00| 5.00000 3000.00 Drop Cable OSP 12F SM Central Core | | | 0520 734E026 120.000 LF | 2.50000 300.00| 6.73000 807.60| 10.00000 1200.00 Buried Duct HDPE SDR11 2 X 1 1/4 Inch | | | 0530 734F002 11.000 EACH| 500.00000 5500.00| 626.60000 6892.60| 1200.00000 13200.00 Distribution Hardware SFDU 12 Fiber , | | | WALL MOUNT | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 034 -6 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021204034 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 07004 |( 3 ) 19111 |STONE & SONS ELECTRICAL CON |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 734G001 34.000 EACH| 32.00000 1088.00| 41.78000 1420.52| 50.00000 1700.00 Connector ST Termination SM | | | 0550 734G005 11.000 EACH| 650.00000 7150.00| 532.80000 5860.80| 1200.00000 13200.00 Splice Closure, Aerial With Trays | | | 0560 734G009 102.000 EACH| 45.00000 4590.00| 53.71000 5478.42| 50.00000 5100.00 Splicing, Fusion | | | 0570 734H015 11.000 EACH| 48.00000 528.00| 56.82000 625.02| 50.00000 550.00 Patch Cord Simplex SM,FC | | | 0580 734N021 11.000 EACH| 2550.00000 28050.00| 1895.14000 20846.54| 1850.00000 20350.00 Fiber Optic Transceiver, RS-232 Remote | | | W/ Power | | | 0590 740B000 858.000 SQFT| 9.00000 7722.00| 16.94000 14534.52| 5.00000 4290.00 Construction Signs | | | 0600 740C000 64.000 SQFT| 10.50000 672.00| 11.51000 736.64| 5.00000 320.00 Special Construction Signs | | | 0610 740D000 100.000 EACH| 62.00000 6200.00| 74.17000 7417.00| 15.00000 1500.00 Channelizing Drums | | | 0620 740E000 400.000 EACH| 12.00000 4800.00| 12.28000 4912.00| 4.00000 1600.00 Cones (36 Inches High) | | | 0630 740M001 400.000 EACH| 8.00000 3200.00| 7.67000 3068.00| 1.00000 400.00 Ballast For Cone | | | 0640 741C010 4.000 EACH| 1800.00000 7200.00| 3005.12000 12020.48| 500.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0650 745A000 112.000 HOUR| 32.00000 3584.00| 31.97000 3580.64| 20.00000 2240.00 Uniformed Police Officer | | | 0660 756A021 1125.000 LF | 30.00000 33750.00| 14.85000 16706.25| 20.00000 22500.00 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 622,068.25| $ 742,445.65| $ 744,887.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 622,068.25| $ 742,445.65| $ 744,887.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 034 -7 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021204034 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19060 |( ) |( ) |STONE ELECTRIC COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 4500.00000 4500.00| | Mobilization | | | 0020 680A000 LUMP| 5500.00000 5500.00| | Engineering Controls | | | 0030 703A002 240.000 SQFT| 2.50000 600.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0040 730A000 LUMP| 1500.00000 1500.00| | Removal Of Existing Traffic Control | | | Unit (SR 79 AT VANDERBILT RD/EAST LAKE | | | BLVD) | | | 0050 730A012 LUMP| 1000.00000 1000.00| | Removal Of Existing Traffic Control | | | Unit (Partial)( SR 79 At Jefferson Blvd)| | | 0060 730A013 LUMP| 1500.00000 1500.00| | Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 At Cedar St) | | | 0070 730A014 LUMP| 1000.00000 1000.00| | Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 At Pinson St) | | | 0080 730A015 LUMP| 1000.00000 1000.00| | Removal Of Existing Traffic Control | | | Unit (Partial) ( SR 79 At Commerce | | | Cir/East Lake Blvd) | | | 0090 730A016 LUMP| 1500.00000 1500.00| | Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 At Springdale Rd) | | | 0100 730A017 LUMP| 1000.00000 1000.00| | Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 AT I-20/59 EB | | | RAMPS) | | | 0110 730A018 LUMP| 1000.00000 1000.00| | Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 AT I-20/59 WB | | | RAMPS) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 034 -8 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021204034 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19060 |( ) |( ) |STONE ELECTRIC COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 730A019 LUMP| 1000.00000 1000.00| | Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 AT BALL ST.) | | | 0130 730A020 LUMP| 1000.00000 1000.00| | Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 AT 40TH AVE) | | | 0140 730A021 LUMP| 1000.00000 1000.00| | Removal Of Existing Traffic Control | | | Unit (Partial) (SR 79 AT 41ST AVE/41ST | | | CT) | | | 0150 730C000 LUMP| 1000.00000 1000.00| | Furnishing And Installing Traffic | | | Control Unit ( SR 79 At Jefferson Blvd) | | | 0160 730C001 LUMP| 1500.00000 1500.00| | Furnishing And Installing Traffic | | | Control Unit ( SR 79 At Cedar St) | | | 0170 730C002 LUMP| 1000.00000 1000.00| | Furnishing And Installing Traffic | | | Control Unit (SR 79 At Pinson St) | | | 0180 730C003 LUMP| 1500.00000 1500.00| | Furnishing And Installing Traffic | | | Control Unit (SR 79 At Commerce | | | Cir/East Lake Blvd) | | | 0190 730C004 LUMP| 1500.00000 1500.00| | Furnishing And Installing Traffic | | | Control Unit (SR 79 At Springdale Rd) | | | 0200 730C005 LUMP| 1000.00000 1000.00| | Furnishing And Installing Traffic | | | Control Unit (SR 79 AT I-20/59 EB RAMPS)| | | 0210 730C006 LUMP| 1000.00000 1000.00| | Furnishing And Installing Traffic | | | Control Unit (SR79 AT I-20/59 WB RAMPS) | | | 0220 730C007 LUMP| 1500.00000 1500.00| | Furnishing And Installing Traffic | | | Control Unit (SR 79 AT VANDERBILT | | | RD/EAST LAKE BLVD) | | | 0230 730C008 LUMP| 1000.00000 1000.00| | Furnishing And Installing Traffic | | | Control Unit (SR 79 AT BALL ST) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 034 -9 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021204034 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19060 |( ) |( ) |STONE ELECTRIC COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 730C009 LUMP| 1000.00000 1000.00| | Furnishing And Installing Traffic | | | Control Unit (SR 79 AT 40TH AVE) | | | 0250 730C010 LUMP| 3000.00000 3000.00| | Furnishing And Installing Traffic | | | Control Unit (SR 79 AT 41ST AVE/41ST CT)| | | 0260 730E000 16.000 EACH| 2000.00000 32000.00| | Metal Traffic Signal Pole Foundation | | | 0270 730F000 1.000 EACH| 4200.00000 4200.00| | Metal Traffic Signal Pole With 55 Foot | | | Mast Arm Assembly | | | 0280 730F001 1.000 EACH| 4000.00000 4000.00| | Metal Traffic Signal Pole With 40 Foot | | | & 45 Foot Mast Arm Assemblies | | | 0290 730F002 1.000 EACH| 4100.00000 4100.00| | Metal Traffic Signal Pole With 50 Foot | | | Mast Arm Assembly | | | 0300 730G001 13.000 EACH| 4000.00000 52000.00| | Metal Traffic Signal Strain Pole | | | 0310 730H001 7420.000 LF | 2.50000 18550.00| | Loop Wire | | | 0320 730I001 23545.000 LF | 0.40000 9418.00| | Loop Detector Lead-In-Cable | | | 0330 730J010 82.000 EACH| 150.00000 12300.00| | Vehicle Loop Detector | | | 0340 730K000 29.000 EACH| 250.00000 7250.00| | Traffic Signal Junction Box | | | 0350 730L005 4420.000 LF | 4.00000 17680.00| | 2", Non-Metallic, Conduit | | | 0360 730N010 15.000 EACH| 642.00000 9630.00| | Luminaire Extension Assembly, 12 Feet | | | 0370 730P020 2.000 EACH| 475.00000 950.00| | Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 0380 730P022 104.000 EACH| 1000.00000 104000.00| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 034 -10 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021204034 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19060 |( ) |( ) |STONE ELECTRIC COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 730P024 4.000 EACH| 1250.00000 5000.00| | Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0400 730P030 4.000 EACH| 2900.00000 11600.00| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Optically Programmed | | | 0410 730P032 2.000 EACH| 5000.00000 10000.00| | Vehicular Signal Head, 12 Inch, 5 | | | Section, Optically Programmed | | | 0420 730Q011 10.000 EACH| 850.00000 8500.00| | Pedestrian Signal Head, Type LED | | | 0430 730R022 5.000 EACH| 8350.00000 41750.00| | Controller Assembly, Type III, 8 Phase | | | 0440 730R052 6.000 EACH| 10300.00000 61800.00| | Controller Assembly, 170, 8 Phase | | | 0450 730T000 8.000 EACH| 400.00000 3200.00| | Wood Pole | | | 0460 730U005 LUMP| 5000.00000 5000.00| | Furnishing And Installing Video | | | Detection System ( SR 79 At Cedar St) | | | 0470 730U007 LUMP| 6700.00000 6700.00| | Furnishing And Installing Video | | | Detection System (SR 79 At Springdale | | | Rd) | | | 0480 730U008 LUMP| 7500.00000 7500.00| | Furnishing And Installing Video | | | Detection System (SR 79 AT VANDERBILT | | | RD/EAST LAKE BLVD) | | | 0490 734A012 15435.000 LF | 1.25000 19293.75| | Cable OSP, Loose Tube, 36F SM | | | 0500 734B005 500.000 LF | 0.70000 350.00| | Drop Cable OSP 6F SM Central Core | | | 0510 734B007 600.000 LF | 0.70000 420.00| | Drop Cable OSP 12F SM Central Core | | | 0520 734E026 120.000 LF | 4.00000 480.00| | Buried Duct HDPE SDR11 2 X 1 1/4 Inch | | | 0530 734F002 11.000 EACH| 3000.00000 33000.00| | Distribution Hardware SFDU 12 Fiber , | | | WALL MOUNT | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 034 -11 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20021204034 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19060 |( ) |( ) |STONE ELECTRIC COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 734G001 34.000 EACH| 50.00000 1700.00| | Connector ST Termination SM | | | 0550 734G005 11.000 EACH| 642.00000 7062.00| | Splice Closure, Aerial With Trays | | | 0560 734G009 102.000 EACH| 50.00000 5100.00| | Splicing, Fusion | | | 0570 734H015 11.000 EACH| 50.00000 550.00| | Patch Cord Simplex SM,FC | | | 0580 734N021 11.000 EACH| 2450.00000 26950.00| | Fiber Optic Transceiver, RS-232 Remote | | | W/ Power | | | 0590 740B000 858.000 SQFT| 110.00000 94380.00| | Construction Signs | | | 0600 740C000 64.000 SQFT| 110.00000 7040.00| | Special Construction Signs | | | 0610 740D000 100.000 EACH| 68.00000 6800.00| | Channelizing Drums | | | 0620 740E000 400.000 EACH| 11.12000 4448.00| | Cones (36 Inches High) | | | 0630 740M001 400.000 EACH| 7.32000 2928.00| | Ballast For Cone | | | 0640 741C010 4.000 EACH| 5652.00000 22608.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0650 745A000 112.000 HOUR| 35.00000 3920.00| | Uniformed Police Officer | | | 0660 756A021 1125.000 LF | 40.00000 45000.00| | 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 757,257.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 757,257.75| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20021204035 COUNTIES : BALDWIN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0201(200) for constructing the Grading, Drainage, and Pavement (Curve Realignments) at various sites on S.R.#180 from MP 1.14 to MP 14.88 west of Gulf Shores. Length - 2.758 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,958,707.43 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 2,035,237.39 103.9072% 3 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 2,116,636.33 108.0629% 4 23029 J. S. WALTON & COMPANY, INC. $ 2,166,438.26 110.6055% 5 09010 INDUSTRIAL SERVICES OF MOBILE, INC. $ 2,361,870.34 120.5831% 6 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 2,597,591.01 132.6176% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20021204035 COUNTIES : BALDWIN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 106748.25000 106748.25| 30848.66000 30848.66| 37774.00000 37774.00 Clearing & Grubbing (Approximately 110 | | | Acres) | | | 0020 206D000 290.000 LF | 10.95000 3175.50| 7.93000 2299.70| 5.79000 1679.10 Removing Pipe | | | 0030 209A000 33.000 EACH| 120.35000 3971.55| 66.59000 2197.47| 36.61000 1208.13 Mailbox Reset, Single | | | 0040 210A000 7020.000 CUYD| 7.00000 49140.00| 4.59000 32221.80| 5.82000 40856.40 Unclassified Excavation | | | 0050 210D012 25966.000 CUYD| 7.00000 181762.00| 8.94000 232136.04| 8.49000 220451.34 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0060 214A000 71.000 CUYD| 27.55000 1956.05| 10.03000 712.13| 1.30000 92.30 Structure Excavation | | | 0070 214B000 108.000 CUYD| 24.00000 2592.00| 10.69000 1154.52| 10.95000 1182.60 Foundation Backfill, Local | | | 0080 301A012 52248.000 SQYD| 7.45000 389247.60| 7.16000 374095.68| 7.98000 416939.04 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 52248.000 SQYD| 0.01000 522.48| 0.05000 2612.40| 0.19000 9927.12 Bituminous Treatment A | | | 0100 405A000 2200.000 GAL | 0.95000 2090.00| 1.15000 2530.00| 1.00000 2200.00 Tack Coat | | | 0110 408A051 1188.000 SQYD| 3.00000 3564.00| 2.55000 3029.40| 3.16000 3754.08 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0120 408A052 3556.000 SQYD| 2.60000 9245.60| 2.56000 9103.36| 2.72000 9672.32 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0130 408A053 267.000 SQYD| 8.15000 2176.05| 5.67000 1513.89| 16.92000 4517.64 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0140 424A340 2849.000 TON | 36.00000 102564.00| 44.28000 126153.72| 40.29000 114786.21 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20021204035 COUNTIES : BALDWIN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A346 1382.000 TON | 38.00000 52516.00| 42.91000 59301.62| 41.28000 57048.96 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0160 424B636 2738.000 TON | 33.00000 90354.00| 40.33000 110423.54| 36.19000 99088.22 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0170 424B641 200.000 TON | 50.00000 10000.00| 46.65000 9330.00| 72.15000 14430.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching 1 1/2" Maximum | | | Aggregate Size Mix, Esal Range A/B | | | 0180 424B644 9448.000 TON | 34.00000 321232.00| 39.20000 370361.60| 36.63000 346080.24 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0190 424B667 4357.000 TON | 34.00000 148138.00| 39.80000 173408.60| 36.52000 159117.64 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0200 430B040 6825.000 TON | 22.05000 150491.25| 19.51000 133155.75| 22.88000 156156.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0210 530A001 184.000 LF | 34.00000 6256.00| 35.19000 6474.96| 33.86000 6230.24 18" Roadway Pipe (Class 3 R.C.) | | | 0220 530A002 124.000 LF | 45.05000 5586.20| 33.28000 4126.72| 42.23000 5236.52 24" Roadway Pipe (Class 3 R.C.) | | | 0230 600A000 LUMP| 62000.00000 62000.00| 120992.00000 120992.00| 137280.00000 137280.00 Mobilization | | | 0240 619A002 6.000 EACH| 1054.40000 6326.40| 869.06000 5214.36| 430.61000 2583.66 18" Roadway Pipe End Treatment, Class 1 | | | 0250 619A227 2.000 EACH| 4451.95000 8903.90| 1394.38000 2788.76| 1546.61000 3093.22 24" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0260 650A000 4198.000 CUYD| 8.00000 33584.00| 8.49000 35641.02| 12.26000 51467.48 Topsoil | | | 0270 652A061 4.000 ACRE| 531.30000 2125.20| 502.11000 2008.44| 499.50000 1998.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20021204035 COUNTIES : BALDWIN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 652D057 4.000 ACRE| 509.35000 2037.40| 557.90000 2231.60| 555.00000 2220.00 Seeding In Stubble (Mix 3A) | | | 0290 654A001 6570.000 SQYD| 3.30000 21681.00| 3.91000 25688.70| 3.89000 25557.30 Solid Sodding (Bermuda) | | | 0300 656A000 4.000 ACRE| 498.40000 1993.60| 502.11000 2008.44| 499.50000 1998.00 Mulching, Class A, Type 1 | | | 0310 659A000 9437.000 SQYD| 1.80000 16986.60| 2.06000 19440.22| 2.05000 19345.85 Erosion Control Netting, Class A | | | 0320 665A000 6.000 ACRE| 328.65000 1971.90| 446.32000 2677.92| 444.00000 2664.00 Temporary Seeding | | | 0330 665B000 6.000 ACRE| 328.65000 1971.90| 446.32000 2677.92| 444.00000 2664.00 Temporary Mulching | | | 0340 665F000 500.000 EACH| 7.65000 3825.00| 5.78000 2890.00| 6.66000 3330.00 Hay Bales | | | 0350 665G000 250.000 EACH| 2.30000 575.00| 3.44000 860.00| 5.87000 1467.50 Sand Bags | | | 0360 665J000 4910.000 LF | 3.20000 15712.00| 2.33000 11440.30| 3.55000 17430.50 Silt Fence, Type A | | | 0370 666A001 6.000 ACRE| 87.85000 527.10| 27.90000 167.40| 166.50000 999.00 Pest Control Treatment | | | 0380 680A000 LUMP| 32247.60000 32247.60| 10694.90000 10694.90| 23442.00000 23442.00 Engineering Controls | | | 0390 701A028 6.000 MILE| 1752.65000 10515.90| 1032.11000 6192.66| 1026.75000 6160.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0400 701A046 1.000 MILE| 1095.40000 1095.40| 641.58000 641.58| 638.25000 638.25 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0410 701A048 6.000 MILE| 1752.65000 10515.90| 1534.22000 9205.32| 1526.25000 9157.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0420 701C002 4.000 MILE| 328.65000 1314.60| 379.37000 1517.48| 377.40000 1509.60 Broken Temporary Traffic Stripe (Paint) | | | 0430 701C003 24.000 MILE| 273.85000 6572.40| 424.00000 10176.00| 421.80000 10123.20 Solid Temporary Traffic Stripe (Paint) | | | 0440 701D008 1.000 MILE| 931.10000 931.10| 1478.43000 1478.43| 1470.75000 1470.75 Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20021204035 COUNTIES : BALDWIN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 701D015 1.000 MILE| 712.00000 712.00| 1087.90000 1087.90| 1082.25000 1082.25 Broken Traffic Stripe Removed (Plastic) | | | 0460 705A032 66.000 EACH| 5.50000 363.00| 4.35000 287.10| 4.33000 285.78 Pavement Markers, Class A-H, Type 1-B | | | 0470 705A037 1590.000 EACH| 5.50000 8745.00| 4.35000 6916.50| 4.33000 6884.70 Pavement Markers, Class A-H, Type 2-D | | | 0480 740B000 2409.000 SQFT| 10.90000 26258.10| 11.44000 27558.96| 15.85000 38182.65 Construction Signs | | | 0490 740D000 60.000 EACH| 12.50000 750.00| 55.79000 3347.40| 75.27000 4516.20 Channelizing Drums | | | 0500 740E000 140.000 EACH| 12.50000 1750.00| 11.16000 1562.40| 14.79000 2070.60 Cones (36 Inches High) | | | 0510 740F002 30.000 EACH| 362.95000 10888.50| 323.58000 9707.40| 221.79000 6653.70 Barricades, Type III | | | 0520 740L005 288.000 EACH| 73.55000 21182.40| 69.74000 20085.12| 72.23000 20802.24 Vertical Panel, Type I (Double-Sided) | | | 0530 740M001 140.000 EACH| 9.40000 1316.00| 6.14000 859.60| 8.07000 1129.80 Ballast For Cone | | | SECTION TOTALS | $ 1,958,707.43| $ 2,035,237.39| $ 2,116,636.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,958,707.43| $ 2,035,237.39| $ 2,116,636.33 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 035 -6 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20021204035 COUNTIES : BALDWIN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 09010 |( 6 ) 01059 |J. S. WALTON & COMPANY, INC |INDUSTRIAL SERVICES OF MOBI |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 66974.14000 66974.14| 243800.62000 243800.62| 150000.00000 150000.00 Clearing & Grubbing (Approximately 110 | | | Acres) | | | 0020 206D000 290.000 LF | 4.86000 1409.40| 5.44000 1577.60| 12.00000 3480.00 Removing Pipe | | | 0030 209A000 33.000 EACH| 97.26000 3209.58| 32.04000 1057.32| 100.00000 3300.00 Mailbox Reset, Single | | | 0040 210A000 7020.000 CUYD| 8.71000 61144.20| 3.99000 28009.80| 6.70000 47034.00 Unclassified Excavation | | | 0050 210D012 25966.000 CUYD| 9.12000 236809.92| 10.34000 268488.44| 12.50000 324575.00 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0060 214A000 71.000 CUYD| 25.70000 1824.70| 2.48000 176.08| 20.00000 1420.00 Structure Excavation | | | 0070 214B000 108.000 CUYD| 20.39000 2202.12| 12.30000 1328.40| 20.00000 2160.00 Foundation Backfill, Local | | | 0080 301A012 52248.000 SQYD| 7.31000 381932.88| 6.80000 355286.40| 9.50000 496356.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 52248.000 SQYD| 0.20000 10449.60| 0.51000 26646.48| 0.20000 10449.60 Bituminous Treatment A | | | 0100 405A000 2200.000 GAL | 1.11000 2442.00| 1.62000 3564.00| 1.00000 2200.00 Tack Coat | | | 0110 408A051 1188.000 SQYD| 3.27000 3884.76| 3.69000 4383.72| 3.14000 3730.32 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0120 408A052 3556.000 SQYD| 2.81000 9992.36| 4.26000 15148.56| 2.70000 9601.20 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0130 408A053 267.000 SQYD| 17.50000 4672.50| 5.39000 1439.13| 16.76000 4474.92 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0140 424A340 2849.000 TON | 41.68000 118746.32| 47.11000 134216.39| 42.13000 120028.37 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 035 -7 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20021204035 COUNTIES : BALDWIN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 09010 |( 6 ) 01059 |J. S. WALTON & COMPANY, INC |INDUSTRIAL SERVICES OF MOBI |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A346 1382.000 TON | 42.70000 59011.40| 45.98000 63544.36| 43.12000 59591.84 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0160 424B636 2738.000 TON | 37.43000 102483.34| 45.41000 124332.58| 38.06000 104208.28 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0170 424B641 200.000 TON | 74.63000 14926.00| 50.52000 10104.00| 110.00000 22000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching 1 1/2" Maximum | | | Aggregate Size Mix, Esal Range A/B | | | 0180 424B644 9448.000 TON | 37.89000 357984.72| 45.98000 434419.04| 38.50000 363748.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0190 424B667 4357.000 TON | 37.77000 164563.89| 45.41000 197851.37| 38.39000 167265.23 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0200 430B040 6825.000 TON | 21.88000 149331.00| 21.64000 147693.00| 27.50000 187687.50 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0210 530A001 184.000 LF | 36.98000 6804.32| 20.98000 3860.32| 45.00000 8280.00 18" Roadway Pipe (Class 3 R.C.) | | | 0220 530A002 124.000 LF | 56.38000 6991.12| 31.55000 3912.20| 48.00000 5952.00 24" Roadway Pipe (Class 3 R.C.) | | | 0230 600A000 LUMP| 212658.71000 212658.71| 33858.96000 33858.96| 250000.00000 250000.00 Mobilization | | | 0240 619A002 6.000 EACH| 461.12000 2766.72| 501.76000 3010.56| 500.00000 3000.00 18" Roadway Pipe End Treatment, Class 1 | | | 0250 619A227 2.000 EACH| 1495.53000 2991.06| 885.46000 1770.92| 550.00000 1100.00 24" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0260 650A000 4198.000 CUYD| 8.41000 35305.18| 12.53000 52600.94| 5.00000 20990.00 Topsoil | | | 0270 652A061 4.000 ACRE| 948.22000 3792.88| 531.28000 2125.12| 500.00000 2000.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 035 -8 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20021204035 COUNTIES : BALDWIN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 09010 |( 6 ) 01059 |J. S. WALTON & COMPANY, INC |INDUSTRIAL SERVICES OF MOBI |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 652D057 4.000 ACRE| 948.22000 3792.88| 590.31000 2361.24| 550.00000 2200.00 Seeding In Stubble (Mix 3A) | | | 0290 654A001 6570.000 SQYD| 2.29000 15045.30| 4.13000 27134.10| 3.85000 25294.50 Solid Sodding (Bermuda) | | | 0300 656A000 4.000 ACRE| 678.99000 2715.96| 531.28000 2125.12| 495.00000 1980.00 Mulching, Class A, Type 1 | | | 0310 659A000 9437.000 SQYD| 0.82000 7738.34| 2.18000 20572.66| 2.00000 18874.00 Erosion Control Netting, Class A | | | 0320 665A000 6.000 ACRE| 517.34000 3104.04| 472.25000 2833.50| 440.00000 2640.00 Temporary Seeding | | | 0330 665B000 6.000 ACRE| 517.34000 3104.04| 472.25000 2833.50| 440.00000 2640.00 Temporary Mulching | | | 0340 665F000 500.000 EACH| 4.01000 2005.00| 5.38000 2690.00| 7.00000 3500.00 Hay Bales | | | 0350 665G000 250.000 EACH| 3.21000 802.50| 1.35000 337.50| 6.00000 1500.00 Sand Bags | | | 0360 665J000 4910.000 LF | 4.30000 21113.00| 1.47000 7217.70| 4.00000 19640.00 Silt Fence, Type A | | | 0370 666A001 6.000 ACRE| 143.51000 861.06| 29.52000 177.12| 27.50000 165.00 Pest Control Treatment | | | 0380 680A000 LUMP| 11968.84000 11968.84| 15249.42000 15249.42| 45000.00000 45000.00 Engineering Controls | | | 0390 701A028 6.000 MILE| 1726.76000 10360.56| 1629.25000 9775.50| 1518.00000 9108.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0400 701A046 1.000 MILE| 1079.22000 1079.22| 1062.55000 1062.55| 990.00000 990.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0410 701A048 6.000 MILE| 1726.76000 10360.56| 1877.18000 11263.08| 1749.00000 10494.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0420 701C002 4.000 MILE| 323.77000 1295.08| 354.18000 1416.72| 330.00000 1320.00 Broken Temporary Traffic Stripe (Paint) | | | 0430 701C003 24.000 MILE| 269.81000 6475.44| 413.21000 9917.04| 385.00000 9240.00 Solid Temporary Traffic Stripe (Paint) | | | 0440 701D008 1.000 MILE| 917.34000 917.34| 1770.92000 1770.92| 1650.00000 1650.00 Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 035 -9 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20021204035 COUNTIES : BALDWIN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 09010 |( 6 ) 01059 |J. S. WALTON & COMPANY, INC |INDUSTRIAL SERVICES OF MOBI |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 701D015 1.000 MILE| 701.49000 701.49| 1416.74000 1416.74| 1320.00000 1320.00 Broken Traffic Stripe Removed (Plastic) | | | 0460 705A032 66.000 EACH| 5.40000 356.40| 5.90000 389.40| 5.50000 363.00 Pavement Markers, Class A-H, Type 1-B | | | 0470 705A037 1590.000 EACH| 5.40000 8586.00| 5.90000 9381.00| 5.50000 8745.00 Pavement Markers, Class A-H, Type 2-D | | | 0480 740B000 2409.000 SQFT| 4.69000 11298.21| 12.50000 30112.50| 8.25000 19874.25 Construction Signs | | | 0490 740D000 60.000 EACH| 6.19000 371.40| 59.03000 3541.80| 66.00000 3960.00 Channelizing Drums | | | 0500 740E000 140.000 EACH| 2.65000 371.00| 11.81000 1653.40| 13.20000 1848.00 Cones (36 Inches High) | | | 0510 740F002 30.000 EACH| 32.37000 971.10| 342.38000 10271.40| 192.50000 5775.00 Barricades, Type III | | | 0520 740L005 288.000 EACH| 53.36000 15367.68| 73.79000 21251.52| 82.50000 23760.00 Vertical Panel, Type I (Double-Sided) | | | 0530 740M001 140.000 EACH| 2.65000 371.00| 6.49000 908.60| 7.70000 1078.00 Ballast For Cone | | | SECTION TOTALS | $ 2,166,438.26| $ 2,361,870.34| $ 2,597,591.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,166,438.26| $ 2,361,870.34| $ 2,597,591.01 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20021204038 COUNTIES : BARBOUR LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-0309(200) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#79 from S.R.#131 at Baker Hill to S.R.#30. Length 11.400 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,286,738.49 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,300,528.32 101.0717% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20021204038 COUNTIES : BARBOUR LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 42500.00000 42500.00| 12000.00000 12000.00| Clearing & Grubbing (Approximately 2 | | | hectares) | | | 0020 206C010M 29.000 M2 | 29.70000 861.30| 6.30000 182.70| Removing Concrete Driveway | | | 0030 206D000M 10.000 M | 9.90000 99.00| 9.60000 96.00| Removing Pipe | | | 0040 206E000M 58.000 EACH| 123.75000 7177.50| 50.00000 2900.00| Removing Headwalls | | | 0050 210A000M 2673.000 M3 | 2.00000 5346.00| 1.96000 5239.08| Unclassified Excavation | | | 0060 210D010M 10255.000 M3 | 2.50000 25637.50| 4.66000 47788.30| Borrow Excavation (A-2 or Better) | | | 0070 210D011M 1887.000 M3 | 2.50000 4717.50| 6.53000 12322.11| Borrow Excavation (A-4 Or Better) | | | 0080 214A000M 253.000 M3 | 5.94000 1502.82| 3.92000 991.76| Structure Excavation | | | 0090 214B000M 383.000 M3 | 5.94000 2275.02| 3.92000 1501.36| Foundation Backfill, Local | | | 0100 230A000M 7.000 RBST| 750.00000 5250.00| 460.00000 3220.00| Roadbed Processing | | | 0110 401A000M 2082.000 M2 | 0.40000 832.80| 0.60000 1249.20| Bituminous Treatment A | | | 0120 401B100M 92910.000 M2 | 0.65000 60391.50| 0.62000 57604.20| Bituminous Treatment E (With Polymer | | | Additive) | | | 0130 405A000M 12200.000 L | 0.40000 4880.00| 0.75000 9150.00| Tack Coat | | | 0140 429A221M 6801.000 MTON| 35.25000 239735.25| 36.00000 244836.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0150 429A227M 2025.000 MTON| 34.50000 69862.50| 36.90000 74722.50| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range B| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20021204038 COUNTIES : BARBOUR LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429A241M 472.000 MTON| 39.95000 18856.40| 43.27000 20423.44| Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0170 429B221M 14812.000 MTON| 32.65000 483611.80| 34.48000 510717.76| Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0180 429B225M 175.000 MTON| 57.50000 10062.50| 80.74000 14129.50| Improved Bituminous Concrete Binder | | | Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0190 429B232M 1021.000 MTON| 37.75000 38542.75| 39.39000 40217.19| Improved Bituminous Concrete Binder | | | Layer, Widening, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0200 429B241M 287.000 MTON| 39.50000 11336.50| 49.55000 14220.85| Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0210 429C240M 555.000 MTON| 39.00000 21645.00| 45.00000 24975.00| Improved Bituminous Concrete Base Layer | | | 25.0 mm Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0220 530A101M 117.000 M | 62.37000 7297.29| 59.50000 6961.50| 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 530A102M 50.000 M | 95.04000 4752.00| 88.55000 4427.50| 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 530A103M 7.000 M | 137.61000 963.27| 128.15000 897.05| 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 600A000M LUMP| 62500.00000 62500.00| 26600.00000 26600.00| Mobilization | | | 0260 610C001M 60.000 MTON| 29.70000 1782.00| 28.00000 1680.00| Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20021204038 COUNTIES : BARBOUR LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 610D003M 100.000 M2 | 2.97000 297.00| 1.31000 131.00| Filter Blanket, Geotextile | | | 0280 619A002M 40.000 EACH| 420.75000 16830.00| 533.00000 21320.00| 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0290 619A003M 16.000 EACH| 495.00000 7920.00| 545.00000 8720.00| 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0300 619A004M 2.000 EACH| 742.50000 1485.00| 590.00000 1180.00| 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0310 620A000M 8.000 M3 | 594.00000 4752.00| 1010.00000 8080.00| Minor Structure Concrete | | | 0320 623B000M 65.000 M | 17.82000 1158.30| 18.15000 1179.75| Concrete Curb, Type N | | | 0330 630A001M 122.000 M | 37.75000 4605.50| 37.75000 4605.50| Steel Beam Guardrail, Class A, Type 2 | | | 0340 630C070M 2.000 EACH| 1275.00000 2550.00| 1275.00000 2550.00| Guardrail End Anchor, Type 10 Series | | | 0350 650A000M 860.000 M3 | 3.50000 3010.00| 2.61000 2244.60| Topsoil | | | 0360 652A061M 10.000 HA | 855.86000 8558.60| 864.50000 8645.00| Seeding (Mix 3E) | | | 0370 656A000M 8.000 HA | 710.57000 5684.56| 717.75000 5742.00| Mulching, Class A, Type 1 | | | 0380 656A001M 2.000 HA | 800.42000 1600.84| 808.50000 1617.00| Mulching, Class A, Type 2 | | | 0390 659A001M 100.000 M2 | 1.50000 150.00| 1.05000 105.00| Erosion Control Netting, Class B | | | 0400 665F000M 152.000 EACH| 5.00000 760.00| 4.10000 623.20| Hay Bales | | | 0410 665J000M 1620.000 M | 8.25000 13365.00| 8.33000 13494.60| Silt Fence, Type A | | | 0420 680A000M LUMP| 5000.00000 5000.00| 6700.00000 6700.00| Engineering Controls | | | 0430 701A031M 26.000 KM | 531.33000 13814.58| 534.00000 13884.00| Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20021204038 COUNTIES : BARBOUR LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 701A035M 17.000 KM | 581.08000 9878.36| 584.00000 9928.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) | | | 0450 701A045M 9.000 KM | 309.45000 2785.05| 311.00000 2799.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) | | | 0460 701B005M 225.000 M | 1.56000 351.00| 1.57000 353.25| Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) | | | 0470 701C000M 26.000 KM | 154.23000 4009.98| 155.00000 4030.00| Broken Temporary Traffic Stripe | | | 0480 701C001M 50.000 KM | 160.20000 8010.00| 161.00000 8050.00| Solid Temporary Traffic Stripe | | | 0490 703A002M 773.000 M2 | 17.91000 13844.43| 18.00000 13914.00| Traffic Control Markings, Class 2, Type | | | A | | | 0500 703B002M 62.000 M2 | 28.86000 1789.32| 29.00000 1798.00| Traffic Control Legends, Class 2, Type | | | 0510 703D002M 343.000 M2 | 5.47000 1876.21| 5.50000 1886.50| Temporary Traffic Control Markings | | | (Paint) | | | 0520 705A030M 150.000 EACH| 3.98000 597.00| 4.00000 600.00| Pavement Markers, Class A-H, Type 2-C | | | 0530 705A031M 50.000 EACH| 4.23000 211.50| 4.25000 212.50| Pavement Markers, Class A-H, Type 1-A | | | 0540 705A032M 1006.000 EACH| 4.23000 4255.38| 4.25000 4275.50| Pavement Markers, Class A-H, Type 1-B | | | 0550 705A037M 337.000 EACH| 4.23000 1425.51| 4.25000 1432.25| Pavement Markers, Class A-H, Type 2-D | | | 0560 705A038M 300.000 EACH| 4.23000 1269.00| 4.25000 1275.00| Pavement Markers, Class A-H, Type 2-E | | | 0570 710A115M 6.000 M2 | 169.47000 1016.82| 169.47000 1016.82| Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 0580 710A126M 2.000 SQ M| 225.96000 451.92| 225.96000 451.92| Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 038 -6 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20021204038 COUNTIES : BARBOUR LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 710B001M 47.000 M | 20.79000 977.13| 20.79000 977.13| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0600 740B000M 37.000 M2 | 81.90000 3030.30| 81.90000 3030.30| Construction Signs | | | 0610 740D000M 50.000 EACH| 60.00000 3000.00| 44.61000 2230.50| Channelizing Drums | | | 0620 740E000M 100.000 EACH| 10.00000 1000.00| 5.58000 558.00| Cones (900 mm High) | | | 0630 740M001M 100.000 EACH| 5.00000 500.00| 3.35000 335.00| Ballast For Cone | | | 0640 740O000M 1.000 EACH| 2500.00000 2500.00| 1500.00000 1500.00| Pilot Car | | | SECTION TOTALS | $ 1,286,738.49| $ 1,300,528.32| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,286,738.49| $ 1,300,528.32| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20021204042 COUNTIES : CHILTON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1100(206) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#48 over Turkey Branch east of Thorsby. Length - 0.009 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 119,559.60 100.0000% 2 01001 ABRAMSON, LLC $ 133,263.40 111.4619% 3 16048 WALKER PATTON COMPANY, INC. $ 134,193.58 112.2399% 4 04009 W. W. DYAR & SONS, INC. $ 137,396.00 114.9184% 5 14001 NEWELL ROADBUILDERS, INC. $ 151,151.00 126.4231% 6 19121 BOB SMITH CONSTRUCTION, INC. $ 154,632.00 129.3347% 7 16032 PRICHARD CONSTRUCTION COMPANY $ 173,638.00 145.2313% 8 23073 WALTERS CONSTRUCTION, L.L.C. $ 180,150.00 150.6780% 9 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 224,836.00 188.0535% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20021204042 COUNTIES : CHILTON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 01001 |( 3 ) 16048 |WARE CONSTRUCTION CO., INC. |ABRAMSON, LLC |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| 2500.00000 2500.00| 5000.00000 5000.00| 2400.00000 2400.00 Clearing & Grubbing (Approximately 0.25 | | | Acres) | | | 0020 206A000 LUMP| 4000.00000 4000.00| 7500.00000 7500.00| 5200.00000 5200.00 Removal Of Old Bridge, Station 15+99.56 | | | 0030 214A000 750.000 CUYD| 6.50000 4875.00| 12.00000 9000.00| 7.20000 5400.00 Structure Excavation | | | 0040 214B001 180.000 CUYD| 17.00000 3060.00| 25.00000 4500.00| 23.63000 4253.40 Foundation Backfill, Commercial | | | 0050 502A000 40000.000 LB | 0.47000 18800.00| 0.45000 18000.00| 0.49000 19600.00 Steel Reinforcement | | | 0060 524A011 230.000 CUYD| 260.00000 59800.00| 280.00000 64400.00| 283.95000 65308.50 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 6000.00000 6000.00| 7500.00000 7500.00| 13840.00000 13840.00 Mobilization | | | 0080 610C001 136.000 TON | 16.85000 2291.60| 15.00000 2040.00| 23.13000 3145.68 Loose Riprap, Class 2 | | | 0090 610D000 140.000 SQYD| 1.75000 245.00| 1.00000 140.00| 2.00000 280.00 Filter Blanket | | | 0100 630A001 200.000 LF | 17.00000 3400.00| 10.50000 2100.00| 10.00000 2000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1425.00000 5700.00| 1680.00000 6720.00| 1600.00000 6400.00 Guardrail End Anchor, Type 20 Series | | | 0120 665F000 100.000 EACH| 2.50000 250.00| 4.50000 450.00| 5.00000 500.00 Hay Bales | | | 0130 665J000 400.000 LF | 4.00000 1600.00| 1.25000 500.00| 1.25000 500.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Engineering Controls | | | 0150 740B000 184.000 SQFT| 12.00000 2208.00| 8.60000 1582.40| 7.25000 1334.00 Construction Signs | | | 0160 740F002 12.000 EACH| 250.00000 3000.00| 172.05000 2064.60| 190.00000 2280.00 Barricades, Type III | | | 0170 740I005 2.000 EACH| 165.00000 330.00| 133.20000 266.40| 126.00000 252.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 119,559.60| $ 133,263.40| $ 134,193.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 119,559.60| $ 133,263.40| $ 134,193.58 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20021204042 COUNTIES : CHILTON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 14001 |( 6 ) 19121 |W. W. DYAR & SONS, INC. |NEWELL ROADBUILDERS, INC. |BOB SMITH CONSTRUCTION, INC. 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| 17500.00000 17500.00| 2500.00000 2500.00 Clearing & Grubbing (Approximately 0.25 | | | Acres) | | | 0020 206A000 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 15+99.56 | | | 0030 214A000 750.000 CUYD| 12.00000 9000.00| 3.50000 2625.00| 15.00000 11250.00 Structure Excavation | | | 0040 214B001 180.000 CUYD| 26.00000 4680.00| 5.00000 900.00| 18.00000 3240.00 Foundation Backfill, Commercial | | | 0050 502A000 40000.000 LB | 0.50000 20000.00| 0.42000 16800.00| 0.55000 22000.00 Steel Reinforcement | | | 0060 524A011 230.000 CUYD| 290.00000 66700.00| 362.00000 83260.00| 200.00000 46000.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 9000.00000 9000.00| 5000.00000 5000.00| 20000.00000 20000.00 Mobilization | | | 0080 610C001 136.000 TON | 28.00000 3808.00| 22.50000 3060.00| 30.00000 4080.00 Loose Riprap, Class 2 | | | 0090 610D000 140.000 SQYD| 4.00000 560.00| 3.50000 490.00| 3.00000 420.00 Filter Blanket | | | 0100 630A001 200.000 LF | 12.60000 2520.00| 12.00000 2400.00| 16.50000 3300.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1455.00000 5820.00| 1385.00000 5540.00| 1400.00000 5600.00 Guardrail End Anchor, Type 20 Series | | | 0120 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 5.50000 550.00 Hay Bales | | | 0130 665J000 400.000 LF | 4.00000 1600.00| 4.00000 1600.00| 3.75000 1500.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 5000.00000 5000.00 Engineering Controls | | | 0150 740B000 184.000 SQFT| 12.00000 2208.00| 14.00000 2576.00| 8.25000 1518.00 Construction Signs | | | 0160 740F002 12.000 EACH| 225.00000 2700.00| 300.00000 3600.00| 210.00000 2520.00 Barricades, Type III | | | 0170 740I005 2.000 EACH| 150.00000 300.00| 400.00000 800.00| 77.00000 154.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 137,396.00| $ 151,151.00| $ 154,632.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 137,396.00| $ 151,151.00| $ 154,632.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20021204042 COUNTIES : CHILTON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 16032 |( 8 ) 23073 |( 9 ) 07003 |PRICHARD CONSTRUCTION COMPA |WALTERS CONSTRUCTION, L.L.C |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 12000.00000 12000.00| 2000.00000 2000.00| 16000.00000 16000.00 Clearing & Grubbing (Approximately 0.25 | | | Acres) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 15+99.56 | | | 0030 214A000 750.000 CUYD| 12.00000 9000.00| 20.00000 15000.00| 7.00000 5250.00 Structure Excavation | | | 0040 214B001 180.000 CUYD| 30.00000 5400.00| 25.00000 4500.00| 25.00000 4500.00 Foundation Backfill, Commercial | | | 0050 502A000 40000.000 LB | 0.55000 22000.00| 0.50000 20000.00| 0.80000 32000.00 Steel Reinforcement | | | 0060 524A011 230.000 CUYD| 320.00000 73600.00| 425.00000 97750.00| 430.00000 98900.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 28000.00000 28000.00 Mobilization | | | 0080 610C001 136.000 TON | 30.00000 4080.00| 25.00000 3400.00| 25.00000 3400.00 Loose Riprap, Class 2 | | | 0090 610D000 140.000 SQYD| 7.00000 980.00| 6.00000 840.00| 4.00000 560.00 Filter Blanket | | | 0100 630A001 200.000 LF | 20.00000 4000.00| 32.50000 6500.00| 13.00000 2600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1650.00000 6600.00| 1250.00000 5000.00| 1900.00000 7600.00 Guardrail End Anchor, Type 20 Series | | | 0120 665F000 100.000 EACH| 10.00000 1000.00| 5.00000 500.00| 5.50000 550.00 Hay Bales | | | 0130 665J000 400.000 LF | 7.00000 2800.00| 4.00000 1600.00| 4.30000 1720.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 9400.00000 9400.00 Engineering Controls | | | 0150 740B000 184.000 SQFT| 12.00000 2208.00| 15.00000 2760.00| 9.00000 1656.00 Construction Signs | | | 0160 740F002 12.000 EACH| 350.00000 4200.00| 400.00000 4800.00| 200.00000 2400.00 Barricades, Type III | | | 0170 740I005 2.000 EACH| 385.00000 770.00| 250.00000 500.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 173,638.00| $ 180,150.00| $ 224,836.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 173,638.00| $ 180,150.00| $ 224,836.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20021204043 COUNTIES : CHOCTAW LETTING DATE : 12/04/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1206(200) for constructing the Resurfacing and Traffic Stripe on C.R.#33 from S.R.#156 in Pennington to C.R.#35. Length - 5.645 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 448,543.75 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 514,634.60 114.7345% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20021204043 COUNTIES : CHOCTAW LETTING DATE : 12/04/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305A000 3500.000 CUYD| 7.10000 24850.00| 7.10000 24850.00| Borrow, Section 210, TYPE A-4 OR BETTER | | | FOR MISCELLANEOUS | | | 0020 405A000 2190.000 GAL | 1.00000 2190.00| 1.00000 2190.00| Tack Coat | | | 0030 424A341 5520.000 TON | 37.20000 205344.00| 42.80000 236256.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424B643 4000.000 TON | 37.86000 151440.00| 42.05000 168200.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424C351 225.000 TON | 43.91000 9879.75| 51.40000 11565.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 600A000 LUMP| 9500.00000 9500.00| 15000.00000 15000.00| Mobilization | | | 0070 630A001 1000.000 LF | 11.00000 11000.00| 13.60000 13600.00| Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C070 4.000 EACH| 1100.00000 4400.00| 1361.50000 5446.00| Guardrail End Anchor, Type 10 Series | | | 0090 701A031 12.000 MILE| 980.00000 11760.00| 1113.95000 13367.40| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 6.000 MILE| 1150.00000 6900.00| 1361.50000 8169.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 6.000 MILE| 650.00000 3900.00| 804.55000 4827.30| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C002 6.000 MILE| 340.00000 2040.00| 371.30000 2227.80| Broken Temporary Traffic Stripe (Paint) | | | 0130 701C003 6.000 MILE| 380.00000 2280.00| 382.70000 2296.20| Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20021204043 COUNTIES : CHOCTAW LETTING DATE : 12/04/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 13008 |( ) |S. T. BUNN CONSTRUCTION CO. |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703A002 62.000 SQFT| 5.00000 310.00| 6.20000 384.40| Traffic Control Markings, Class 2, Type | | | A | | | 0150 740B000 150.000 SQFT| 10.00000 1500.00| 13.95000 2092.50| Construction Signs | | | 0160 740E000 50.000 EACH| 1.00000 50.00| 10.60000 530.00| Cones (36 Inches High) | | | 0170 740O000 1.000 EACH| 1200.00000 1200.00| 3633.00000 3633.00| Pilot Car | | | SECTION TOTALS | $ 448,543.75| $ 514,634.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 448,543.75| $ 514,634.60| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20021204044 COUNTIES : CLEBURNE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1507(200) for constructing the Resurfacing and Traffic Stripe on C.R.#10 from C.R.#431 near the Randolph County line to C.R.#25. Length - 5.378 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 576,070.52 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 606,409.35 105.2665% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20021204044 COUNTIES : CLEBURNE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 11.000 EACH| 156.14000 1717.54| 85.00000 935.00| Mailbox Reset, Single | | | 0020 305B060 2805.000 TON | 17.17000 48161.85| 13.00000 36465.00| Crushed Aggregate, Section 825, For | | | miscellaneous Use | | | 0030 401B108 38720.000 SQYD| 0.75000 29040.00| 0.61000 23619.20| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 4223.000 GAL | 1.04000 4391.92| 1.00000 4223.00| Tack Coat | | | 0050 424A340 3968.000 TON | 32.27000 128047.36| 35.50000 140864.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A346 500.000 TON | 36.05000 18025.00| 35.50000 17750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B636 7636.000 TON | 29.01000 221520.36| 29.00000 221444.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0080 424B640 25.000 TON | 99.28000 2482.00| 90.00000 2250.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B647 2367.000 TON | 31.22000 73897.74| 29.70000 70299.90| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 600A000 LUMP| 2222.84000 2222.84| 43000.00000 43000.00| Mobilization | | | 0110 701A031 11.000 MILE| 999.60000 10995.60| 980.00000 10780.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20021204044 COUNTIES : CLEBURNE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701A035 10.000 MILE| 1162.80000 11628.00| 1140.00000 11400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701A045 1.000 MILE| 734.40000 734.40| 720.00000 720.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C000 3.000 MILE| 346.80000 1040.40| 340.00000 1020.00| Broken Temporary Traffic Stripe | | | 0150 701C001 25.000 MILE| 387.60000 9690.00| 380.00000 9500.00| Solid Temporary Traffic Stripe | | | 0160 703A002 216.000 SQFT| 5.10000 1101.60| 5.00000 1080.00| Traffic Control Markings, Class 2, Type | | | A | | | 0170 705A032 54.000 EACH| 5.10000 275.40| 5.00000 270.00| Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 657.000 EACH| 5.36000 3521.52| 5.25000 3449.25| Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 260.000 SQFT| 8.41000 2186.60| 12.50000 3250.00| Construction Signs | | | 0200 740O000 1.000 EACH| 5390.39000 5390.39| 4090.00000 4090.00| Pilot Car | | | SECTION TOTALS | $ 576,070.52| $ 606,409.35| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 576,070.52| $ 606,409.35| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20021204045 COUNTIES : COOSA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1918(200) for constructing the Resurfacing and Traffic Stripe on C.R.#32 from S.R.#22 to S.R.#259 near Ray. Length - 1.510 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 241,997.74 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20021204045 COUNTIES : COOSA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 13022 |( ) |DUNN CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B108 19489.000 SQYD| 1.09000 21243.01| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 2000.000 GAL | 1.18000 2360.00| | Tack Coat | | | 0030 424A360 1225.000 TON | 34.88000 42728.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A366 500.000 TON | 40.48000 20240.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 2150.000 TON | 30.96000 66564.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 400.000 TON | 80.00000 32000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424C371 600.000 TON | 36.37000 21822.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 24000.00000 24000.00| | Mobilization | | | 0090 701A004 3.000 MILE| 324.22000 972.66| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0100 701A008 1.000 MILE| 212.41000 212.41| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701A012 3.000 MILE| 357.76000 1073.28| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20021204045 COUNTIES : COOSA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 13022 |( ) |DUNN CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701C000 3.000 MILE| 335.39000 1006.17| | Broken Temporary Traffic Stripe | | | 0130 701C001 9.000 MILE| 436.02000 3924.18| | Solid Temporary Traffic Stripe | | | 0140 703A000 40.000 SQFT| 3.13000 125.20| | Traffic Control Markings, Class 1, Type | | | A | | | 0150 740B000 205.000 SQFT| 9.19000 1883.95| | Construction Signs | | | 0160 740O000 1.000 EACH| 1842.88000 1842.88| | Pilot Car | | | SECTION TOTALS | $ 241,997.74| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,997.74| $ 606,409.35| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20021204046 COUNTIES : CONECUH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1803(200) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#49 at an unnamed tributary to Burnt Corn Creek southwest of Castleberry. Length 0.127 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23072 WOODLANDS SPECIALISTS, INC. $ 108,577.00 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 109,480.50 100.8321% 3 20021 C. THORNTON, INC. $ 133,446.75 122.9052% 4 04009 W. W. DYAR & SONS, INC. $ 138,457.85 127.5204% 5 13092 MCCLAIN CONTRACTING COMPANY, INC. $ 138,935.00 127.9599% 6 03047 CARTER'S CONTRACTING SERVICES, INC. $ 144,642.00 133.2161% 7 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 158,064.00 145.5778% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20021204046 COUNTIES : CONECUH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23072 |( 2 ) 02032 |( 3 ) 20021 |WOODLANDS SPECIALISTS, INC. |BULLARD EXCAVATING, INC. |C. THORNTON, INC. 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| 8000.00000 8000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 4+77.98 | | | 0020 210A000 163.000 CUYD| 5.00000 815.00| 6.00000 978.00| 5.00000 815.00 Unclassified Excavation | | | 0030 210D022 1250.000 CUYD| 7.00000 8750.00| 4.50000 5625.00| 7.00000 8750.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0040 214A000 300.000 CUYD| 5.00000 1500.00| 5.00000 1500.00| 6.00000 1800.00 Structure Excavation | | | 0050 214B001 150.000 CUYD| 28.00000 4200.00| 28.50000 4275.00| 35.00000 5250.00 Foundation Backfill, Commercial | | | 0060 230A000 8.000 RBST| 260.00000 2080.00| 250.00000 2000.00| 250.00000 2000.00 Roadbed Processing | | | 0070 301A072 2100.000 SQYD| 7.00000 14700.00| 2.50000 5250.00| 6.00000 12600.00 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0080 401A000 1575.000 SQYD| 0.80000 1260.00| 0.50000 787.50| 0.65000 1023.75 Bituminous Treatment A | | | 0090 429A221 125.000 TON | 80.00000 10000.00| 45.00000 5625.00| 81.20000 10150.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 502A000 21500.000 LB | 0.50000 10750.00| 0.40000 8600.00| 0.48000 10320.00 Steel Reinforcement | | | 0110 524A011 127.000 CUYD| 230.00000 29210.00| 310.00000 39370.00| 335.00000 42545.00 Culvert Concrete (Cast In Place) | | | 0120 600A000 LUMP| 7000.00000 7000.00| 12050.00000 12050.00| 10000.00000 10000.00 Mobilization | | | 0130 610C001 200.000 TON | 25.00000 5000.00| 30.00000 6000.00| 40.00000 8000.00 Loose Riprap, Class 2 | | | 0140 610D002 160.000 SQYD| 2.00000 320.00| 2.00000 320.00| 2.00000 320.00 Filter Blanket, Geotextile (Non-Woven) | | | 0150 650A000 120.000 CUYD| 10.00000 1200.00| 6.00000 720.00| 10.00000 1200.00 Topsoil | | | 0160 652A061 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| 700.00000 700.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20021204046 COUNTIES : CONECUH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23072 |( 2 ) 02032 |( 3 ) 20021 |WOODLANDS SPECIALISTS, INC. |BULLARD EXCAVATING, INC. |C. THORNTON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 656A000 1.000 ACRE| 500.00000 500.00| 750.00000 750.00| 700.00000 700.00 Mulching, Class A, Type 1 | | | 0180 665F000 25.000 EACH| 5.00000 125.00| 5.00000 125.00| 5.00000 125.00 Hay Bales | | | 0190 665J000 100.000 LF | 2.50000 250.00| 3.00000 300.00| 4.00000 400.00 Silt Fence, Type A | | | 0200 665J001 150.000 LF | 2.00000 300.00| 3.00000 450.00| 3.00000 450.00 Silt Fence, Type B | | | 0210 680A000 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 2500.00000 2500.00 Engineering Controls | | | 0220 701A004 1.000 MILE| 1800.00000 1800.00| 500.00000 500.00| 550.00000 550.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0230 701A012 1.000 MILE| 1800.00000 1800.00| 500.00000 500.00| 550.00000 550.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0240 740B000 154.000 SQFT| 8.00000 1232.00| 5.00000 770.00| 12.00000 1848.00 Construction Signs | | | 0250 740F002 9.000 EACH| 125.00000 1125.00| 165.00000 1485.00| 250.00000 2250.00 Barricades, Type III | | | 0260 740I005 2.000 EACH| 80.00000 160.00| 250.00000 500.00| 300.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 108,577.00| $ 109,480.50| $ 133,446.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 108,577.00| $ 109,480.50| $ 133,446.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20021204046 COUNTIES : CONECUH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 13092 |( 6 ) 03047 |W. W. DYAR & SONS, INC. |MCCLAIN CONTRACTING COMPANY |CARTER'S CONTRACTING SERVICES, 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| 10000.00000 10000.00| 14400.00000 14400.00 Removal Of Old Bridge, Station 4+77.98 | | | 0020 210A000 163.000 CUYD| 13.20000 2151.60| 4.00000 652.00| 5.00000 815.00 Unclassified Excavation | | | 0030 210D022 1250.000 CUYD| 9.35000 11687.50| 6.50000 8125.00| 5.75000 7187.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0040 214A000 300.000 CUYD| 12.00000 3600.00| 10.50000 3150.00| 5.75000 1725.00 Structure Excavation | | | 0050 214B001 150.000 CUYD| 38.00000 5700.00| 50.00000 7500.00| 20.25000 3037.50 Foundation Backfill, Commercial | | | 0060 230A000 8.000 RBST| 520.00000 4160.00| 330.00000 2640.00| 770.00000 6160.00 Roadbed Processing | | | 0070 301A072 2100.000 SQYD| 3.30000 6930.00| 2.75000 5775.00| 8.50000 17850.00 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0080 401A000 1575.000 SQYD| 0.61000 960.75| 1.00000 1575.00| 1.90000 2992.50 Bituminous Treatment A | | | 0090 429A221 125.000 TON | 77.00000 9625.00| 60.00000 7500.00| 45.00000 5625.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 502A000 21500.000 LB | 0.50000 10750.00| 0.55000 11825.00| 0.50000 10750.00 Steel Reinforcement | | | 0110 524A011 127.000 CUYD| 350.00000 44450.00| 325.00000 41275.00| 275.00000 34925.00 Culvert Concrete (Cast In Place) | | | 0120 600A000 LUMP| 9000.00000 9000.00| 19000.00000 19000.00| 18600.00000 18600.00 Mobilization | | | 0130 610C001 200.000 TON | 38.00000 7600.00| 30.00000 6000.00| 19.00000 3800.00 Loose Riprap, Class 2 | | | 0140 610D002 160.000 SQYD| 5.00000 800.00| 2.75000 440.00| 2.00000 320.00 Filter Blanket, Geotextile (Non-Woven) | | | 0150 650A000 120.000 CUYD| 11.00000 1320.00| 12.00000 1440.00| 25.00000 3000.00 Topsoil | | | 0160 652A061 1.000 ACRE| 1000.00000 1000.00| 600.00000 600.00| 1400.00000 1400.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20021204046 COUNTIES : CONECUH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 13092 |( 6 ) 03047 |W. W. DYAR & SONS, INC. |MCCLAIN CONTRACTING COMPANY |CARTER'S CONTRACTING SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 656A000 1.000 ACRE| 1000.00000 1000.00| 600.00000 600.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0180 665F000 25.000 EACH| 5.00000 125.00| 6.00000 150.00| 2.50000 62.50 Hay Bales | | | 0190 665J000 100.000 LF | 4.00000 400.00| 3.00000 300.00| 3.00000 300.00 Silt Fence, Type A | | | 0200 665J001 150.000 LF | 4.00000 600.00| 4.00000 600.00| 3.00000 450.00 Silt Fence, Type B | | | 0210 680A000 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 3000.00000 3000.00 Engineering Controls | | | 0220 701A004 1.000 MILE| 550.00000 550.00| 1300.00000 1300.00| 1500.00000 1500.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0230 701A012 1.000 MILE| 550.00000 550.00| 1300.00000 1300.00| 1500.00000 1500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0240 740B000 154.000 SQFT| 12.00000 1848.00| 9.50000 1463.00| 8.00000 1232.00 Construction Signs | | | 0250 740F002 9.000 EACH| 250.00000 2250.00| 325.00000 2925.00| 250.00000 2250.00 Barricades, Type III | | | 0260 740I005 2.000 EACH| 200.00000 400.00| 150.00000 300.00| 380.00000 760.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 138,457.85| $ 138,935.00| $ 144,642.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 138,457.85| $ 138,935.00| $ 144,642.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 046 -6 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20021204046 COUNTIES : CONECUH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01059 |( ) |( ) |ADVANCE CONSTRUCTION SERVIC | | 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| | Removal Of Old Bridge, Station 4+77.98 | | | 0020 210A000 163.000 CUYD| 10.00000 1630.00| | Unclassified Excavation | | | 0030 210D022 1250.000 CUYD| 10.00000 12500.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0040 214A000 300.000 CUYD| 10.00000 3000.00| | Structure Excavation | | | 0050 214B001 150.000 CUYD| 25.00000 3750.00| | Foundation Backfill, Commercial | | | 0060 230A000 8.000 RBST| 300.00000 2400.00| | Roadbed Processing | | | 0070 301A072 2100.000 SQYD| 3.00000 6300.00| | Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0080 401A000 1575.000 SQYD| 1.00000 1575.00| | Bituminous Treatment A | | | 0090 429A221 125.000 TON | 100.00000 12500.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 502A000 21500.000 LB | 1.00000 21500.00| | Steel Reinforcement | | | 0110 524A011 127.000 CUYD| 425.00000 53975.00| | Culvert Concrete (Cast In Place) | | | 0120 600A000 LUMP| 5000.00000 5000.00| | Mobilization | | | 0130 610C001 200.000 TON | 50.00000 10000.00| | Loose Riprap, Class 2 | | | 0140 610D002 160.000 SQYD| 3.00000 480.00| | Filter Blanket, Geotextile (Non-Woven) | | | 0150 650A000 120.000 CUYD| 10.00000 1200.00| | Topsoil | | | 0160 652A061 1.000 ACRE| 600.00000 600.00| | Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 046 -7 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20021204046 COUNTIES : CONECUH LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01059 |( ) |( ) |ADVANCE CONSTRUCTION SERVIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 656A000 1.000 ACRE| 600.00000 600.00| | Mulching, Class A, Type 1 | | | 0180 665F000 25.000 EACH| 10.00000 250.00| | Hay Bales | | | 0190 665J000 100.000 LF | 4.00000 400.00| | Silt Fence, Type A | | | 0200 665J001 150.000 LF | 5.00000 750.00| | Silt Fence, Type B | | | 0210 680A000 LUMP| 2500.00000 2500.00| | Engineering Controls | | | 0220 701A004 1.000 MILE| 1200.00000 1200.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0230 701A012 1.000 MILE| 1200.00000 1200.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0240 740B000 154.000 SQFT| 1.00000 154.00| | Construction Signs | | | 0250 740F002 9.000 EACH| 400.00000 3600.00| | Barricades, Type III | | | 0260 740I005 2.000 EACH| 500.00000 1000.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 158,064.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 158,064.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20021204047 COUNTIES : CRENSHAW LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-2110(200) for constructing the Resurfacing, Traffic Stripe, and Guardrail on C.R.#77 from S.R.#10 west of Rutledge to S.R.#106. Length - 10.220 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 946,397.45 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 994,843.51 105.1190% 3 02032 BULLARD EXCAVATING, INC. $ 1,037,087.86 109.5827% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20021204047 COUNTIES : CRENSHAW LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 150.000 LF | 1.00000 150.00| 1.00000 150.00| 2.00000 300.00 Removing Guardrail | | | 0020 305A000 7200.000 CUYD| 4.50000 32400.00| 3.61000 25992.00| 5.50000 39600.00 Borrow, Section 210, (A4 OR BETTER) | | | (FOR MISCELLANEOUS USE) | | | 0030 401B100 119877.000 SQYD| 0.50000 59938.50| 0.53000 63534.81| 0.52000 62336.04 Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 14385.000 GAL | 0.50000 7192.50| 0.75000 10788.75| 1.10000 15823.50 Tack Coat | | | 0050 429A220 6669.000 TON | 31.50000 210073.50| 31.89000 212674.41| 36.70000 244752.30 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429B221 13337.000 TON | 30.15000 402110.55| 30.52000 407045.24| 31.11000 414914.07 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0070 429B225 800.000 TON | 50.00000 40000.00| 70.00000 56000.00| 47.08000 37664.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 429B227 2990.000 TON | 32.55000 97324.50| 30.92000 92450.80| 39.33000 117596.70 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0090 600A000 LUMP| 8000.00000 8000.00| 35100.00000 35100.00| 11500.00000 11500.00 Mobilization | | | 0100 630A001 565.000 LF | 14.50000 8192.50| 14.50000 8192.50| 16.00000 9040.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0120 630C070 14.000 EACH| 1250.00000 17500.00| 1250.00000 17500.00| 1400.00000 19600.00 Guardrail End Anchor, Type 10 Series | | | 0130 652A061 13.000 ACRE| 360.00000 4680.00| 360.00000 4680.00| 360.00000 4680.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20021204047 COUNTIES : CRENSHAW LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( 3 ) 02032 |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 656A000 13.000 ACRE| 330.00000 4290.00| 330.00000 4290.00| 330.00000 4290.00 Mulching, Class A, Type 1 | | | 0150 701A031 21.000 MILE| 835.00000 17535.00| 860.00000 18060.00| 835.00000 17535.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 13.000 MILE| 900.00000 11700.00| 940.00000 12220.00| 900.00000 11700.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 6.000 MILE| 500.00000 3000.00| 500.00000 3000.00| 500.00000 3000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 18.000 MILE| 250.00000 4500.00| 250.00000 4500.00| 250.00000 4500.00 Broken Temporary Traffic Stripe | | | 0190 701C001 39.000 MILE| 279.00000 10881.00| 260.00000 10140.00| 279.00000 10881.00 Solid Temporary Traffic Stripe | | | 0200 703A002 120.000 SQFT| 1.50000 180.00| 1.70000 204.00| 1.50000 180.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703D001 120.000 SQFT| 0.75000 90.00| 0.75000 90.00| 0.75000 90.00 Temporary Traffic Control Markings | | | 0220 740B000 356.000 SQFT| 7.40000 2634.40| 7.25000 2581.00| 5.00000 1780.00 Construction Signs | | | 0230 740E000 25.000 EACH| 0.50000 12.50| 11.00000 275.00| 5.00000 125.00 Cones (36 Inches High) | | | 0240 740M001 25.000 EACH| 0.50000 12.50| 7.00000 175.00| 0.01000 0.25 Ballast For Cone | | | 0250 740O000 1.000 EACH| 200.00000 200.00| 1400.00000 1400.00| 1200.00000 1200.00 Pilot Car | | | SECTION TOTALS | $ 946,397.45| $ 994,843.51| $ 1,037,087.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 946,397.45| $ 994,843.51| $ 1,037,087.86 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20021204048 COUNTIES : FAYETTE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : for constructing the Bridge Replacement (Precast) on Coffee Creek Road over Coffee Creek west of Winfield. Length - 0.015 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- NO BIDS RECEIVED ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20021204048 COUNTIES : FAYETTE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |NO VALID BIDS | | | | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | | | -------------------------------------------+----------------------------+----------------------------+------------------------------ ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20021204049 COUNTIES : GREENE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3200(202) for constructing the Bridge Replacements (2) (Bridge Culverts) on C.R.#69 at Cobb Branch and on C.R.#41 at South Needham Creek near Forkland. Length 0.017 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 198,515.10 100.0000% 2 16048 WALKER PATTON COMPANY, INC. $ 205,028.37 103.2810% 3 04009 W. W. DYAR & SONS, INC. $ 210,421.50 105.9977% 4 08085 H D CONSTRUCTION, INC. $ 239,125.35 120.4570% 5 16032 PRICHARD CONSTRUCTION COMPANY $ 243,383.40 122.6020% 6 18024 RACON, INC. $ 342,739.00 172.6513% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20021204049 COUNTIES : GREENE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 16048 |( 3 ) 04009 |GLASGOW CONSTRUCTION CO., I |WALKER PATTON COMPANY, INC. |W. W. DYAR & SONS, INC. 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| 5200.00000 5200.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 9+76.92 | | | To Station 10+22.62 | | | 0020 206A001 LUMP| 2000.00000 2000.00| 4600.00000 4600.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 9+83.70 | | | To Station 10+15.70 | | | 0030 214A000 1640.000 CUYD| 10.00000 16400.00| 5.00000 8200.00| 7.00000 11480.00 Structure Excavation | | | 0040 214B001 135.000 CUYD| 25.00000 3375.00| 30.63000 4135.05| 34.00000 4590.00 Foundation Backfill, Commercial | | | 0050 502A000 60288.000 LB | 0.45000 27129.60| 0.49000 29541.12| 0.50000 30144.00 Steel Reinforcement | | | 0060 524A011 370.000 CUYD| 300.00000 111000.00| 278.01000 102863.70| 290.00000 107300.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 2000.00000 2000.00| 22903.00000 22903.00| 13800.00000 13800.00 Mobilization | | | 0080 610C001 330.000 TON | 35.00000 11550.00| 27.50000 9075.00| 36.00000 11880.00 Loose Riprap, Class 2 | | | 0090 610D000 190.000 SQYD| 4.00000 760.00| 2.00000 380.00| 4.00000 760.00 Filter Blanket | | | 0100 630A001 125.000 LF | 22.50000 2812.50| 22.50000 2812.50| 19.42000 2427.50 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1350.00000 5400.00| 1350.00000 5400.00| 1497.00000 5988.00 Guardrail End Anchor, Type 20 Series | | | 0120 665F000 140.000 EACH| 10.00000 1400.00| 5.00000 700.00| 5.00000 700.00 Hay Bales | | | 0130 665J000 800.000 LF | 5.00000 4000.00| 1.25000 1000.00| 4.00000 3200.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 2000.00000 2000.00| 1750.00000 1750.00| 3000.00000 3000.00 Engineering Controls | | | 0150 740B000 396.000 SQFT| 8.00000 3168.00| 8.00000 3168.00| 12.00000 4752.00 Construction Signs | | | 0160 740F002 16.000 EACH| 200.00000 3200.00| 175.00000 2800.00| 225.00000 3600.00 Barricades, Type III | | | 0170 740I005 4.000 EACH| 80.00000 320.00| 125.00000 500.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 198,515.10| $ 205,028.37| $ 210,421.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,515.10| $ 205,028.37| $ 210,421.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20021204049 COUNTIES : GREENE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08085 |( 5 ) 16032 |( 6 ) 18024 |H D CONSTRUCTION, INC. |PRICHARD CONSTRUCTION COMPA |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 12500.00000 12500.00| 10000.00000 10000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 9+76.92 | | | To Station 10+22.62 | | | 0020 206A001 LUMP| 9800.00000 9800.00| 10000.00000 10000.00| 5500.00000 5500.00 Removal Of Old Bridge, Station 9+83.70 | | | To Station 10+15.70 | | | 0030 214A000 1640.000 CUYD| 7.50000 12300.00| 12.00000 19680.00| 1.00000 1640.00 Structure Excavation | | | 0040 214B001 135.000 CUYD| 27.45000 3705.75| 30.00000 4050.00| 50.00000 6750.00 Foundation Backfill, Commercial | | | 0050 502A000 60288.000 LB | 0.45000 27129.60| 0.55000 33158.40| 0.50000 30144.00 Steel Reinforcement | | | 0060 524A011 370.000 CUYD| 285.00000 105450.00| 300.00000 111000.00| 600.00000 222000.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 28650.00000 28650.00| 10000.00000 10000.00| 25000.00000 25000.00 Mobilization | | | 0080 610C001 330.000 TON | 30.00000 9900.00| 30.00000 9900.00| 25.00000 8250.00 Loose Riprap, Class 2 | | | 0090 610D000 190.000 SQYD| 2.25000 427.50| 7.00000 1330.00| 3.00000 570.00 Filter Blanket | | | 0100 630A001 125.000 LF | 18.50000 2312.50| 25.00000 3125.00| 25.00000 3125.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1600.00000 6400.00| 1650.00000 6600.00| 1500.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0120 665F000 140.000 EACH| 3.50000 490.00| 9.00000 1260.00| 5.00000 700.00 Hay Bales | | | 0130 665J000 800.000 LF | 3.00000 2400.00| 7.00000 5600.00| 3.00000 2400.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 8500.00000 8500.00| 5000.00000 5000.00| 15000.00000 15000.00 Engineering Controls | | | 0150 740B000 396.000 SQFT| 10.00000 3960.00| 15.00000 5940.00| 10.00000 3960.00 Construction Signs | | | 0160 740F002 16.000 EACH| 250.00000 4000.00| 350.00000 5600.00| 200.00000 3200.00 Barricades, Type III | | | 0170 740I005 4.000 EACH| 300.00000 1200.00| 285.00000 1140.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 239,125.35| $ 243,383.40| $ 342,739.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,125.35| $ 243,383.40| $ 342,739.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20021204050 COUNTIES : GREENE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3215(200) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#60 at Smith Branch northeast of Union. Length 0.008 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 75,908.00 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 80,239.00 105.7056% 3 16048 WALKER PATTON COMPANY, INC. $ 88,834.97 117.0298% 4 16032 PRICHARD CONSTRUCTION COMPANY $ 95,616.65 125.9639% 5 18024 RACON, INC. $ 141,836.50 186.8532% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20021204050 COUNTIES : GREENE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 04009 |( 3 ) 16048 |GLASGOW CONSTRUCTION CO., I |W. W. DYAR & SONS, 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 206A000 LUMP| 2000.00000 2000.00| 6000.00000 6000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 12+13.91 | | | TO STATION 12+61.48 | | | 0020 214A000 470.000 CUYD| 12.00000 5640.00| 7.00000 3290.00| 7.65000 3595.50 Structure Excavation | | | 0030 214B001 37.000 CUYD| 20.00000 740.00| 38.00000 1406.00| 31.00000 1147.00 Foundation Backfill, Commercial | | | 0040 502A000 17083.000 LB | 0.50000 8541.50| 0.50000 8541.50| 0.49000 8370.67 Steel Reinforcement | | | 0050 524A011 105.000 CUYD| 300.00000 31500.00| 300.00000 31500.00| 405.66000 42594.30 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 7000.00000 7000.00| 6600.00000 6600.00| 10583.00000 10583.00 Mobilization | | | 0070 610C001 100.000 TON | 30.00000 3000.00| 38.00000 3800.00| 26.78000 2678.00 Loose Riprap, Class 2 | | | 0080 610D000 90.000 SQYD| 3.00000 270.00| 4.00000 360.00| 3.00000 270.00 Filter Blanket | | | 0090 630A001 125.000 LF | 22.50000 2812.50| 19.42000 2427.50| 22.50000 2812.50 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C050 4.000 EACH| 1350.00000 5400.00| 1497.00000 5988.00| 1350.00000 5400.00 Guardrail End Anchor, Type 20 Series | | | 0110 665F000 50.000 EACH| 50.00000 2500.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0120 665J000 400.000 LF | 5.00000 2000.00| 4.00000 1600.00| 1.25000 500.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 1500.00000 1500.00 Engineering Controls | | | 0140 740B000 198.000 SQFT| 8.00000 1584.00| 12.00000 2376.00| 8.00000 1584.00 Construction Signs | | | 0150 740F002 8.000 EACH| 220.00000 1760.00| 225.00000 1800.00| 275.00000 2200.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 80.00000 160.00| 150.00000 300.00| 175.00000 350.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 75,908.00| $ 80,239.00| $ 88,834.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 75,908.00| $ 80,239.00| $ 88,834.97 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20021204050 COUNTIES : GREENE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 18024 |( ) |PRICHARD CONSTRUCTION COMPA |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 12000.00000 12000.00| 7500.00000 7500.00| Removal Of Old Bridge, Station 12+13.91 | | | TO STATION 12+61.48 | | | 0020 214A000 470.000 CUYD| 10.00000 4700.00| 1.00000 470.00| Structure Excavation | | | 0030 214B001 37.000 CUYD| 30.00000 1110.00| 50.00000 1850.00| Foundation Backfill, Commercial | | | 0040 502A000 17083.000 LB | 0.55000 9395.65| 0.50000 8541.50| Steel Reinforcement | | | 0050 524A011 105.000 CUYD| 300.00000 31500.00| 750.00000 78750.00| Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 10000.00000 10000.00| 12500.00000 12500.00| Mobilization | | | 0070 610C001 100.000 TON | 30.00000 3000.00| 25.00000 2500.00| Loose Riprap, Class 2 | | | 0080 610D000 90.000 SQYD| 6.00000 540.00| 3.00000 270.00| Filter Blanket | | | 0090 630A001 125.000 LF | 25.00000 3125.00| 25.00000 3125.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C050 4.000 EACH| 1650.00000 6600.00| 1500.00000 6000.00| Guardrail End Anchor, Type 20 Series | | | 0110 665F000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| Hay Bales | | | 0120 665J000 400.000 LF | 7.00000 2800.00| 3.00000 1200.00| Silt Fence, Type A | | | 0130 680A000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| Engineering Controls | | | 0140 740B000 198.000 SQFT| 12.00000 2376.00| 10.00000 1980.00| Construction Signs | | | 0150 740F002 8.000 EACH| 300.00000 2400.00| 200.00000 1600.00| Barricades, Type III | | | 0160 740I005 2.000 EACH| 285.00000 570.00| 150.00000 300.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 95,616.65| $ 141,836.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 95,616.65| $ 141,836.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20021204051 COUNTIES : ESCAMBIA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2700(203) for constructing the Bridge Replacement (Precast) on Presswood Bridge Road over Little River near Huxford. Length - 0.045 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 421,955.00 100.0000% 2 19058 S. J. & L., INC. $ 434,414.00 102.9527% 3 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 441,676.00 104.6737% 4 13021 MURPHREE BRIDGE CORPORATION $ 464,000.00 109.9643% 5 13099 MCINNIS, LLC $ 517,198.14 122.5719% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20021204051 COUNTIES : ESCAMBIA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 19058 |( 3 ) 14005 |F & W CONSTRUCTION CO., INC |S. J. & L., INC. |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 40000.00000 40000.00| 5000.00000 5000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 5+00.00 | | | 0020 210A000 94.000 CUYD| 5.00000 470.00| 3.00000 282.00| 8.00000 752.00 Unclassified Excavation | | | 0030 502A000 308.000 LB | 0.50000 154.00| 1.00000 308.00| 1.25000 385.00 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 1500.00000 1500.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 500.00000 500.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 2695.000 LF | 14.00000 37730.00| 25.00000 67375.00| 19.00000 51205.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| 2400.00000 4800.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 39.000 CUYD| 250.00000 9750.00| 450.00000 17550.00| 500.00000 19500.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 77.000 EACH| 80.00000 6160.00| 75.00000 5775.00| 125.00000 9625.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| 3000.00000 6000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 5.000 EACH| 3000.00000 15000.00| 3000.00000 15000.00| 3000.00000 15000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 36.000 EACH| 3000.00000 108000.00| 3600.00000 129600.00| 3700.00000 133200.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 12.000 EACH| 3200.00000 38400.00| 3900.00000 46800.00| 4100.00000 49200.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 8.000 EACH| 3500.00000 28000.00| 3600.00000 28800.00| 3700.00000 29600.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20021204051 COUNTIES : ESCAMBIA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 19058 |( 3 ) 14005 |F & W CONSTRUCTION CO., INC |S. J. & L., INC. |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D030 4.000 EACH| 3500.00000 14000.00| 3700.00000 14800.00| 3600.00000 14400.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0160 512E001 16.000 EACH| 500.00000 8000.00| 450.00000 7200.00| 625.00000 10000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0170 512E002 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 675.00000 5400.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0180 512F001 8.000 EACH| 600.00000 4800.00| 600.00000 4800.00| 800.00000 6400.00 Precast Concrete Wing Panels, Type W2 | | | 0190 512F002 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 900.00000 3600.00 Precast Concrete Wing Panels, Type W3 | | | 0200 512G000 4.000 EACH| 600.00000 2400.00| 550.00000 2200.00| 800.00000 3200.00 Precast Concrete Abutment Wing Cap Pane | | | 0210 600A000 LUMP| 40000.00000 40000.00| 12000.00000 12000.00| 15000.00000 15000.00 Mobilization | | | 0220 610C001 514.000 TON | 20.00000 10280.00| 45.00000 23130.00| 34.00000 17476.00 Loose Riprap, Class 2 | | | 0230 610D003 406.000 SQYD| 3.50000 1421.00| 4.00000 1624.00| 3.00000 1218.00 Filter Blanket, Geotextile | | | 0240 630C003 4.000 EACH| 1500.00000 6000.00| 1800.00000 7200.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0250 630C050 4.000 EACH| 2500.00000 10000.00| 1800.00000 7200.00| 1400.00000 5600.00 Guardrail End Anchor, Type 20 Series | | | 0260 665F000 50.000 EACH| 5.00000 250.00| 6.00000 300.00| 3.50000 175.00 Hay Bales | | | 0270 665J000 260.000 LF | 3.50000 910.00| 4.00000 1040.00| 3.50000 910.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 8000.00000 8000.00| 4000.00000 4000.00| 3000.00000 3000.00 Engineering Controls | | | 0290 740B000 282.000 SQFT| 15.00000 4230.00| 15.00000 4230.00| 15.00000 4230.00 Construction Signs | | | 0300 740F002 12.000 EACH| 400.00000 4800.00| 400.00000 4800.00| 400.00000 4800.00 Barricades, Type III | | | 0310 740I005 2.000 EACH| 400.00000 800.00| 500.00000 1000.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 421,955.00| $ 434,414.00| $ 441,676.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 421,955.00| $ 434,414.00| $ 441,676.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20021204051 COUNTIES : ESCAMBIA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( ) |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 26500.00000 26500.00| 25000.00000 25000.00| Removal Of Old Bridge, Station 5+00.00 | | | 0020 210A000 94.000 CUYD| 2.60000 244.40| 8.00000 752.00| Unclassified Excavation | | | 0030 502A000 308.000 LB | 2.50000 770.00| 1.00000 308.00| Steel Reinforcement | | | 0040 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) | | | 0050 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) | | | 0060 505M002 2695.000 LF | 18.00000 48510.00| 23.00000 61985.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2000.00000 4000.00| 2418.00000 4836.00| Wire Rope Abutment Anchor Assembly | | | 0080 510A000 39.000 CUYD| 250.00000 9750.00| 550.00000 21450.00| Bridge Substructure Concrete, Class A | | | 0090 511A000 77.000 EACH| 50.00000 3850.00| 77.40000 5959.80| Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3470.00000 6940.00| 3607.60000 7215.20| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 5.000 EACH| 3580.00000 17900.00| 3493.70000 17468.50| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 36.000 EACH| 3700.00000 133200.00| 4550.40000 163814.40| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 12.000 EACH| 4050.00000 48600.00| 5060.30000 60723.60| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 8.000 EACH| 3350.00000 26800.00| 4638.70000 37109.60| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 051 -5 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20021204051 COUNTIES : ESCAMBIA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( ) |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D030 4.000 EACH| 3700.00000 14800.00| 4633.26000 18533.04| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0160 512E001 16.000 EACH| 725.00000 11600.00| 347.50000 5560.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0170 512E002 8.000 EACH| 865.00000 6920.00| 412.50000 3300.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0180 512F001 8.000 EACH| 1445.00000 11560.00| 581.90000 4655.20| Precast Concrete Wing Panels, Type W2 | | | 0190 512F002 4.000 EACH| 1735.00000 6940.00| 758.30000 3033.20| Precast Concrete Wing Panels, Type W3 | | | 0200 512G000 4.000 EACH| 870.00000 3480.00| 565.40000 2261.60| Precast Concrete Abutment Wing Cap Pane | | | 0210 600A000 LUMP| 44539.10000 44539.10| 25000.00000 25000.00| Mobilization | | | 0220 610C001 514.000 TON | 24.50000 12593.00| 30.00000 15420.00| Loose Riprap, Class 2 | | | 0230 610D003 406.000 SQYD| 2.00000 812.00| 3.00000 1218.00| Filter Blanket, Geotextile | | | 0240 630C003 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| Guardrail End Anchor, Type 13 | | | 0250 630C050 4.000 EACH| 1400.00000 5600.00| 1600.00000 6400.00| Guardrail End Anchor, Type 20 Series | | | 0260 665F000 50.000 EACH| 6.50000 325.00| 6.00000 300.00| Hay Bales | | | 0270 665J000 260.000 LF | 3.00000 780.00| 8.00000 2080.00| Silt Fence, Type A | | | 0280 680A000 LUMP| 4400.00000 4400.00| 10000.00000 10000.00| Engineering Controls | | | 0290 740B000 282.000 SQFT| 8.25000 2326.50| 7.50000 2115.00| Construction Signs | | | 0300 740F002 12.000 EACH| 155.00000 1860.00| 175.00000 2100.00| Barricades, Type III | | | 0310 740I005 2.000 EACH| 200.00000 400.00| 300.00000 600.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 464,000.00| $ 517,198.14| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 464,000.00| $ 517,198.14| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20021204053 COUNTIES : JACKSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3604(200) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#67 over Chisenhall Springs west of Section. Length - 0.218 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19037 SIMPSON BRIDGE COMPANY, INC. $ 326,938.03 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20021204053 COUNTIES : JACKSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19037 |( 5 ) 13099 |( ) |SIMPSON BRIDGE COMPANY, 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| 29500.00000 29500.00| | Removal Of Old Bridge, Station 18+38.92 | | | 0020 206D001 53.000 LF | 1.25000 66.25| | Removing Guardrail | | | 0030 210A000 149.000 CUYD| 6.20000 923.80| | Unclassified Excavation | | | 0040 210D000 1294.000 CUYD| 7.25000 9381.50| | Borrow Excavation | | | 0050 210F001 1478.000 TON | 17.68000 26131.04| | Borrow Excavation (Underwater | | | Embankment) | | | 0060 230A000 2.000 RBST| 566.50000 1133.00| | Roadbed Processing | | | 0070 301A012 116.000 SQYD| 5.66000 656.56| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 116.000 SQYD| 3.60000 417.60| | Bituminous Treatment A | | | 0090 405A000 73.000 GAL | 1.55000 113.15| | Tack Coat | | | 0100 429A200 181.000 TON | 46.35000 8389.35| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 14.000 TON | 46.35000 648.90| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 502A000 139.000 LB | 1.25000 173.75| | Steel Reinforcement | | | 0130 503B000 LUMP| 7000.00000 7000.00| | Cofferdam And Pumping, Bent #2 | | | 0140 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20021204053 COUNTIES : JACKSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19037 |( 5 ) 13099 |( ) |SIMPSON BRIDGE COMPANY, INC |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505B102 1.000 EACH| 250.00000 250.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0160 505G003 29.000 EACH| 120.00000 3480.00| | Pile Points (Type A, 12") | | | 0170 505M002 1344.000 LF | 20.25000 27216.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0180 507A000 2.000 EACH| 2850.00000 5700.00| | Wire Rope Abutment Anchor Assembly | | | 0190 510A000 10.000 CUYD| 620.00000 6200.00| | Bridge Substructure Concrete, Class A | | | 0200 511A000 33.000 EACH| 72.00000 2376.00| | Elastomeric Bearings, Type 1 | | | 0210 512A014 2.000 EACH| 3976.00000 7952.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0220 512B004 1.000 EACH| 3880.00000 3880.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0230 512C004 12.000 EACH| 3400.00000 40800.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0240 512C007 4.000 EACH| 3650.00000 14600.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0250 512D002 4.000 EACH| 3700.00000 14800.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0260 512E001 8.000 EACH| 500.00000 4000.00| | Precast Concrete Abutment Panels, Type | | | A2 | | | 0270 512E002 8.000 EACH| 560.00000 4480.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0280 512F001 4.000 EACH| 650.00000 2600.00| | Precast Concrete Wing Panels, Type W2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20021204053 COUNTIES : JACKSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19037 |( 5 ) 13099 |( ) |SIMPSON BRIDGE COMPANY, INC |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 512F002 4.000 EACH| 800.00000 3200.00| | Precast Concrete Wing Panels, Type W3 | | | 0300 512G000 4.000 EACH| 600.00000 2400.00| | Precast Concrete Abutment Wing Cap Pane | | | 0310 600A000 LUMP| 32000.00000 32000.00| | Mobilization | | | 0320 608A000 1084.000 SQYD| 2.10000 2276.40| | Separation Geotextile | | | 0330 610C001 224.000 TON | 25.00000 5600.00| | Loose Riprap, Class 2 | | | 0340 610D000 178.000 SQYD| 5.00000 890.00| | Filter Blanket | | | 0350 630A001 1444.000 LF | 10.30000 14873.20| | Steel Beam Guardrail, Class A, Type 2 | | | 0360 630C003 4.000 EACH| 927.00000 3708.00| | Guardrail End Anchor, Type 13 | | | 0370 630C070 4.000 EACH| 1340.00000 5360.00| | Guardrail End Anchor, Type 10 Series | | | 0380 650B000 281.000 CUYD| 5.15000 1447.15| | Topsoil From Stockpiles | | | 0390 652A053 1.000 ACRE| 1525.00000 1525.00| | Seeding (Mix 1E) | | | 0400 656A001 1.000 ACRE| 1000.00000 1000.00| | Mulching, Class A, Type 2 | | | 0410 665F000 150.000 EACH| 6.30000 945.00| | Hay Bales | | | 0420 665J000 388.000 LF | 4.72000 1831.36| | Silt Fence, Type A | | | 0430 665L000 300.000 LF | 21.00000 6300.00| | Floating Basin Boom | | | 0440 680A000 LUMP| 9270.00000 9270.00| | Engineering Controls | | | 0450 701A031 1.000 MILE| 2060.00000 2060.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0460 701A035 1.000 MILE| 2060.00000 2060.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 053 -5 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20021204053 COUNTIES : JACKSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19037 |( 5 ) 13099 |( ) |SIMPSON BRIDGE COMPANY, INC |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 705A037 28.000 EACH| 8.25000 231.00| | Pavement Markers, Class A-H, Type 2-D | | | 0480 726A000 40.000 LF | 30.00000 1200.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 0490 740B000 237.000 SQFT| 7.46000 1768.02| | Construction Signs | | | 0500 740F002 8.000 EACH| 196.00000 1568.00| | Barricades, Type III | | | 0510 740I005 4.000 EACH| 139.00000 556.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 326,938.03| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 326,938.03| $ 517,198.14| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20021204054 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3700(202) for constructing the Bridge Replacement on C.R.#69 (Old Pratt Highway) at Second Creek west of Birmingham. Length 0.017 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23071 WARRIOR CONSTRUCTORS, INC. $ 282,754.50 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 341,725.00 120.8557% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20021204054 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 01007 |( ) |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| Removal Of Old Bridge, Station 12+40.00 | | | 0020 215A000 1035.000 CUYD| 18.00000 18630.00| 25.00000 25875.00| Unclassified Bridge Excavation | | | 0030 215B000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| Cofferdams Or Sheeting And Shoring, | | | Station 12+30.83 | | | 0040 450B000 107.000 SQYD| 87.50000 9362.50| 65.00000 6955.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0050 502A001 33240.000 LB | 0.50000 16620.00| 0.50000 16620.00| Steel Reinforcement (Grade 60) | | | 0060 502B000 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 12+30.83, APPROX. | | | 7080 POUNDS | | | 0070 510A000 270.000 CUYD| 300.00000 81000.00| 300.00000 81000.00| Bridge Substructure Concrete, Class A | | | 0080 510C051 LUMP| 18000.00000 18000.00| 40000.00000 40000.00| Bridge Concrete Superstructure, STA. | | | 12+30.83, APPROX. 45 CUBIC YARDS | | | 0090 510E000 222.000 SQYD| 11.00000 2442.00| 12.50000 2775.00| Grooving Concrete Bridge Decks | | | 0100 513C000 9.000 EACH| 7200.00000 64800.00| 8000.00000 72000.00| Prestressed Concrete Interior Span | | | Sections, 4'-1" WIDE BY 2'-0" DEEP BY | | | 52'-0" LONG | | | 0110 513D000 2.000 EACH| 7200.00000 14400.00| 8000.00000 16000.00| Prestressed Concrete Exterior Span | | | Sections, 4'-1" WIDE BY 2'-0" DEEP BY | | | 52'-0" LONG | | | 0120 600A000 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| Mobilization | | | 0130 601A000 1.000 EACH| 4000.00000 4000.00| 3000.00000 3000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20021204054 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 01007 |( ) |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 500.000 LF | 5.00000 2500.00| 5.00000 2500.00| Silt Fence, Type A | | | SECTION TOTALS | $ 282,754.50| $ 341,725.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 282,754.50| $ 341,725.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20021204055 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3729(200) for constructing the Bridge Replacement (Precast Culvert) on C.R.#30 at an unnamed tributary of the Cahaba River northwest of Trussville. Length 0.004 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08077 HASTINGS GENERAL CONTRACTING, INC. $ 98,312.90 100.0000% 2 19081 SHOTCRETE OF AMERICA $ 104,706.00 106.5028% 3 16048 WALKER PATTON COMPANY, INC. $ 109,534.57 111.4142% 4 07011 GROUT, INCORPORATED $ 112,870.10 114.8070% 5 07048 GLASGOW CONSTRUCTION CO., INC. $ 138,022.20 140.3907% 6 23070 WINSTON CONTRACTING, L.L.C. $ 162,601.00 165.3913% 7 23071 WARRIOR CONSTRUCTORS, INC. $ 164,464.10 167.2864% 8 19121 BOB SMITH CONSTRUCTION, INC. $ 177,742.20 180.7923% 9 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 178,986.20 182.0577% 10 05003 ELLARD CONSTRUCTION, INC. $ 179,886.10 182.9730% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20021204055 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 19081 |( 3 ) 16048 |HASTINGS GENERAL CONTRACTIN |SHOTCRETE OF AMERICA |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 206A000 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| 19800.00000 19800.00 Removal Of Old Bridge, Station 4+89.00 | | | 0020 210B000 450.000 CUYD| 4.00000 1800.00| 7.00000 3150.00| 6.25000 2812.50 Channel Excavation | | | 0030 214A000 725.000 CUYD| 5.00000 3625.00| 8.00000 5800.00| 6.25000 4531.25 Structure Excavation | | | 0040 214B001 100.000 CUYD| 20.00000 2000.00| 18.00000 1800.00| 24.78000 2478.00 Foundation Backfill, Commercial | | | 0050 502A000 21662.000 LB | 0.45000 9747.90| 0.50000 10831.00| 0.37000 8014.94 Steel Reinforcement | | | 0060 524A012 104.000 CUYD| 360.00000 37440.00| 325.00000 33800.00| 290.22000 30182.88 Culvert Concrete (Precast) | | | 0070 600A000 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 7100.00000 7100.00 Mobilization | | | 0080 610C001 670.000 TON | 15.00000 10050.00| 20.00000 13400.00| 21.00000 14070.00 Loose Riprap, Class 2 | | | 0090 610D000 600.000 SQYD| 2.00000 1200.00| 2.00000 1200.00| 2.00000 1200.00 Filter Blanket | | | 0100 615B000 220.000 CUYD| 80.00000 17600.00| 110.00000 24200.00| 84.00000 18480.00 Riprap Grout | | | 0110 665I000 165.000 TON | 10.00000 1650.00| 15.00000 2475.00| 1.00000 165.00 Temporary Riprap, Class 2 | | | 0120 665J000 350.000 LF | 2.00000 700.00| 3.00000 1050.00| 2.00000 700.00 Silt Fence, Type A | | | SECTION TOTALS | $ 98,312.90| $ 104,706.00| $ 109,534.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 98,312.90| $ 104,706.00| $ 109,534.57 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20021204055 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07011 |( 5 ) 07048 |( 6 ) 23070 |GROUT, INCORPORATED |GLASGOW CONSTRUCTION CO., I |WINSTON CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 4+89.00 | | | 0020 210B000 450.000 CUYD| 8.00000 3600.00| 12.00000 5400.00| 6.00000 2700.00 Channel Excavation | | | 0030 214A000 725.000 CUYD| 8.00000 5800.00| 12.00000 8700.00| 10.00000 7250.00 Structure Excavation | | | 0040 214B001 100.000 CUYD| 22.50000 2250.00| 20.00000 2000.00| 25.00000 2500.00 Foundation Backfill, Commercial | | | 0050 502A000 21662.000 LB | 0.30000 6498.60| 0.60000 12997.20| 0.50000 10831.00 Steel Reinforcement | | | 0060 524A012 104.000 CUYD| 407.25000 42354.00| 400.00000 41600.00| 625.00000 65000.00 Culvert Concrete (Precast) | | | 0070 600A000 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 10000.00000 10000.00 Mobilization | | | 0080 610C001 670.000 TON | 22.50000 15075.00| 30.00000 20100.00| 22.00000 14740.00 Loose Riprap, Class 2 | | | 0090 610D000 600.000 SQYD| 5.00000 3000.00| 5.00000 3000.00| 2.00000 1200.00 Filter Blanket | | | 0100 615B000 220.000 CUYD| 84.00000 18480.00| 150.00000 33000.00| 150.00000 33000.00 Riprap Grout | | | 0110 665I000 165.000 TON | 22.50000 3712.50| 25.00000 4125.00| 22.00000 3630.00 Temporary Riprap, Class 2 | | | 0120 665J000 350.000 LF | 6.00000 2100.00| 6.00000 2100.00| 5.00000 1750.00 Silt Fence, Type A | | | SECTION TOTALS | $ 112,870.10| $ 138,022.20| $ 162,601.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 112,870.10| $ 138,022.20| $ 162,601.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 055 -4 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20021204055 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 23071 |( 8 ) 19121 |( 9 ) 07003 |WARRIOR CONSTRUCTORS, INC. |BOB SMITH CONSTRUCTION, INC |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 4+89.00 | | | 0020 210B000 450.000 CUYD| 15.00000 6750.00| 8.50000 3825.00| 13.00000 5850.00 Channel Excavation | | | 0030 214A000 725.000 CUYD| 15.00000 10875.00| 12.00000 8700.00| 17.00000 12325.00 Structure Excavation | | | 0040 214B001 100.000 CUYD| 30.00000 3000.00| 15.00000 1500.00| 25.00000 2500.00 Foundation Backfill, Commercial | | | 0050 502A000 21662.000 LB | 0.55000 11914.10| 0.60000 12997.20| 0.10000 2166.20 Steel Reinforcement | | | 0060 524A012 104.000 CUYD| 350.00000 36400.00| 530.00000 55120.00| 580.00000 60320.00 Culvert Concrete (Precast) | | | 0070 600A000 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 27000.00000 27000.00 Mobilization | | | 0080 610C001 670.000 TON | 25.00000 16750.00| 30.00000 20100.00| 24.00000 16080.00 Loose Riprap, Class 2 | | | 0090 610D000 600.000 SQYD| 2.00000 1200.00| 3.00000 1800.00| 4.00000 2400.00 Filter Blanket | | | 0100 615B000 220.000 CUYD| 150.00000 33000.00| 100.00000 22000.00| 90.00000 19800.00 Riprap Grout | | | 0110 665I000 165.000 TON | 15.00000 2475.00| 30.00000 4950.00| 23.00000 3795.00 Temporary Riprap, Class 2 | | | 0120 665J000 350.000 LF | 6.00000 2100.00| 5.00000 1750.00| 5.00000 1750.00 Silt Fence, Type A | | | SECTION TOTALS | $ 164,464.10| $ 177,742.20| $ 178,986.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 164,464.10| $ 177,742.20| $ 178,986.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 055 -5 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20021204055 COUNTIES : JEFFERSON LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 10 ) 05003 |( ) |( ) |ELLARD 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| 40000.00000 40000.00| | Removal Of Old Bridge, Station 4+89.00 | | | 0020 210B000 450.000 CUYD| 10.00000 4500.00| | Channel Excavation | | | 0030 214A000 725.000 CUYD| 10.00000 7250.00| | Structure Excavation | | | 0040 214B001 100.000 CUYD| 25.00000 2500.00| | Foundation Backfill, Commercial | | | 0050 502A000 21662.000 LB | 0.30000 6498.60| | Steel Reinforcement | | | 0060 524A012 104.000 CUYD| 665.00000 69160.00| | Culvert Concrete (Precast) | | | 0070 600A000 LUMP| 5000.00000 5000.00| | Mobilization | | | 0080 610C001 670.000 TON | 16.50000 11055.00| | Loose Riprap, Class 2 | | | 0090 610D000 600.000 SQYD| 2.00000 1200.00| | Filter Blanket | | | 0100 615B000 220.000 CUYD| 130.00000 28600.00| | Riprap Grout | | | 0110 665I000 165.000 TON | 16.50000 2722.50| | Temporary Riprap, Class 2 | | | 0120 665J000 350.000 LF | 4.00000 1400.00| | Silt Fence, Type A | | | SECTION TOTALS | $ 179,886.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 179,886.10| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20021204058 COUNTIES : LIMESTONE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4200(207) for constructing the Bridge Replacements (Bridge Culverts) ACGBBRZ-4200(205) and Approaches at four (4) locations as indicated on the ACGBBRZ-4200(204) plans. Length 0.298 mi. OTHERS SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 478,433.00 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 514,962.61 107.6353% 3 04009 W. W. DYAR & SONS, INC. $ 549,823.86 114.9218% 4 19074 S & M EQUIPMENT CO., INC. $ 582,423.60 121.7357% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20021204058 COUNTIES : LIMESTONE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 07048 |( 3 ) 04009 |BURGREEN CONTRACTING CO., I |GLASGOW CONSTRUCTION CO., I |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 8000.00000 8000.00| 2000.00000 2000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 9+75 | | | 0020 206A001 LUMP| 7500.00000 7500.00| 2000.00000 2000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 9+81.5 | | | 0030 206A002 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 9+88.5 | | | 0040 206A003 LUMP| 8000.00000 8000.00| 2000.00000 2000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 9+86 | | | 0050 210A000 472.000 CUYD| 6.50000 3068.00| 10.00000 4720.00| 11.73000 5536.56 Unclassified Excavation | | | 0060 210D001 1800.000 CUYD| 9.00000 16200.00| 10.00000 18000.00| 13.33000 23994.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 1583.000 CUYD| 10.00000 15830.00| 10.00000 15830.00| 12.00000 18996.00 Structure Excavation | | | 0080 214B001 708.000 CUYD| 20.00000 14160.00| 20.00000 14160.00| 28.00000 19824.00 Foundation Backfill, Commercial | | | 0090 230A000 16.000 RBST| 50.00000 800.00| 268.15000 4290.40| 281.56000 4504.96 Roadbed Processing | | | 0100 301A012 3821.000 SQYD| 4.50000 17194.50| 5.50000 21015.50| 5.78000 22085.38 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 3824.000 SQYD| 0.25000 956.00| 0.61000 2332.64| 0.64000 2447.36 Bituminous Treatment A | | | 0120 405A000 110.000 GAL | 2.00000 220.00| 1.77000 194.70| 1.86000 204.60 Tack Coat | | | 0130 429A200 203.000 TON | 50.00000 10150.00| 72.80000 14778.40| 76.44000 15517.32 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429C201 647.000 TON | 40.00000 25880.00| 44.51000 28797.97| 46.74000 30240.78 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0150 502A000 129790.000 LB | 0.45000 58405.50| 0.50000 64895.00| 0.50000 64895.00 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 058 -3 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20021204058 COUNTIES : LIMESTONE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 07048 |( 3 ) 04009 |BURGREEN CONTRACTING CO., I |GLASGOW CONSTRUCTION CO., I |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 524A011 747.000 CUYD| 270.00000 201690.00| 275.00000 205425.00| 290.00000 216630.00 Culvert Concrete (Cast In Place) | | | 0170 600A000 LUMP| 29000.00000 29000.00| 40000.00000 40000.00| 36000.00000 36000.00 Mobilization | | | 0180 610C001 735.000 TON | 20.00000 14700.00| 30.00000 22050.00| 20.99000 15427.65 Loose Riprap, Class 2 | | | 0190 610D002 552.000 SQYD| 3.00000 1656.00| 4.00000 2208.00| 6.25000 3450.00 Filter Blanket, Geotextile (Non-Woven) | | | 0200 650A000 350.000 CUYD| 9.00000 3150.00| 12.00000 4200.00| 12.00000 4200.00 Topsoil | | | 0210 650B000 382.000 CUYD| 1.00000 382.00| 5.00000 1910.00| 5.00000 1910.00 Topsoil From Stockpiles | | | 0220 652A053 4.000 ACRE| 200.00000 800.00| 500.00000 2000.00| 800.00000 3200.00 Seeding (Mix 1E) | | | 0230 656A000 4.000 ACRE| 200.00000 800.00| 500.00000 2000.00| 846.00000 3384.00 Mulching, Class A, Type 1 | | | 0240 665F000 96.000 EACH| 3.00000 288.00| 10.00000 960.00| 5.00000 480.00 Hay Bales | | | 0250 665J000 2475.000 LF | 1.00000 2475.00| 5.00000 12375.00| 4.31000 10667.25 Silt Fence, Type A | | | 0260 680A000 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 5341.00000 5341.00 Engineering Controls | | | 0270 701A004 4.000 MILE| 100.00000 400.00| 315.00000 1260.00| 331.00000 1324.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0280 701A012 4.000 MILE| 100.00000 400.00| 315.00000 1260.00| 331.00000 1324.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0290 740B000 894.000 SQFT| 12.00000 10728.00| 10.00000 8940.00| 10.00000 8940.00 Construction Signs | | | 0300 740F002 36.000 EACH| 350.00000 12600.00| 210.00000 7560.00| 225.00000 8100.00 Barricades, Type III | | | 0310 740I005 8.000 EACH| 250.00000 2000.00| 100.00000 800.00| 150.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 478,433.00| $ 514,962.61| $ 549,823.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 478,433.00| $ 514,962.61| $ 549,823.86 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 058 -4 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20021204058 COUNTIES : LIMESTONE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |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| 2500.00000 2500.00| | Removal Of Old Bridge, Station 9+75 | | | 0020 206A001 LUMP| 2500.00000 2500.00| | Removal Of Old Bridge, Station 9+81.5 | | | 0030 206A002 LUMP| 2500.00000 2500.00| | Removal Of Old Bridge, Station 9+88.5 | | | 0040 206A003 LUMP| 2500.00000 2500.00| | Removal Of Old Bridge, Station 9+86 | | | 0050 210A000 472.000 CUYD| 8.00000 3776.00| | Unclassified Excavation | | | 0060 210D001 1800.000 CUYD| 12.00000 21600.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 1583.000 CUYD| 20.00000 31660.00| | Structure Excavation | | | 0080 214B001 708.000 CUYD| 25.00000 17700.00| | Foundation Backfill, Commercial | | | 0090 230A000 16.000 RBST| 200.00000 3200.00| | Roadbed Processing | | | 0100 301A012 3821.000 SQYD| 6.50000 24836.50| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 3824.000 SQYD| 2.50000 9560.00| | Bituminous Treatment A | | | 0120 405A000 110.000 GAL | 1.25000 137.50| | Tack Coat | | | 0130 429A200 203.000 TON | 75.00000 15225.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429C201 647.000 TON | 55.00000 35585.00| | Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0150 502A000 129790.000 LB | 0.65000 84363.50| | Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 058 -5 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20021204058 COUNTIES : LIMESTONE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 524A011 747.000 CUYD| 300.00000 224100.00| | Culvert Concrete (Cast In Place) | | | 0170 600A000 LUMP| 15000.00000 15000.00| | Mobilization | | | 0180 610C001 735.000 TON | 19.50000 14332.50| | Loose Riprap, Class 2 | | | 0190 610D002 552.000 SQYD| 5.00000 2760.00| | Filter Blanket, Geotextile (Non-Woven) | | | 0200 650A000 350.000 CUYD| 15.00000 5250.00| | Topsoil | | | 0210 650B000 382.000 CUYD| 4.00000 1528.00| | Topsoil From Stockpiles | | | 0220 652A053 4.000 ACRE| 1250.00000 5000.00| | Seeding (Mix 1E) | | | 0230 656A000 4.000 ACRE| 1250.00000 5000.00| | Mulching, Class A, Type 1 | | | 0240 665F000 96.000 EACH| 5.00000 480.00| | Hay Bales | | | 0250 665J000 2475.000 LF | 4.00000 9900.00| | Silt Fence, Type A | | | 0260 680A000 LUMP| 20500.00000 20500.00| | Engineering Controls | | | 0270 701A004 4.000 MILE| 575.00000 2300.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0280 701A012 4.000 MILE| 575.00000 2300.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0290 740B000 894.000 SQFT| 8.40000 7509.60| | Construction Signs | | | 0300 740F002 36.000 EACH| 225.00000 8100.00| | Barricades, Type III | | | 0310 740I005 8.000 EACH| 90.00000 720.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 582,423.60| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 582,423.60| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20021204060 COUNTIES : PIKE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-5500(202) for constructing the Resurfacing and Traffic Stripe on STPNU-5500(203) C.R.#35 from the Coffee County line to C.R.#6 at Pleasant Ridge and on C.R.#39 from S.R.#87 to the Troy city limits. Length 6.194 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 449,713.01 100.0000% 2 01018 APAC-ALABAMA, INC. $ 466,002.39 103.6222% 3 02032 BULLARD EXCAVATING, INC. $ 573,091.98 127.4350% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20021204060 COUNTIES : PIKE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( 3 ) 02032 |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 65.000 LF | 2.00000 130.00| 2.00000 130.00| 2.00000 130.00 Removing Guardrail | | | 0020 210D020 1443.000 CUYD| 6.00000 8658.00| 6.00000 8658.00| 4.50000 6493.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0030 212A000 655.000 STA | 12.00000 7860.00| 12.00000 7860.00| 20.00000 13100.00 Machine Grading Shoulders | | | 0040 401B100 42189.000 SQYD| 0.55000 23203.95| 0.50000 21094.50| 0.59000 24891.51 Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 4354.000 GAL | 0.50000 2177.00| 1.03000 4484.62| 1.20000 5224.80 Tack Coat | | | 0060 429A201 6250.000 TON | 31.85000 199062.50| 33.20000 207500.00| 39.86000 249125.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A206 1994.000 TON | 32.15000 64107.10| 33.60000 66998.40| 47.37000 94455.78 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429B206 200.000 TON | 42.50000 8500.00| 53.00000 10600.00| 65.00000 13000.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0090 429B213 2524.000 TON | 32.50000 82030.00| 33.05000 83418.20| 41.89000 105730.36 Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 600A000 LUMP| 12500.00000 12500.00| 13000.00000 13000.00| 17702.78000 17702.78 Mobilization | | | 0110 630A001 225.000 LF | 18.50000 4162.50| 16.50000 3712.50| 16.50000 3712.50 Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C070 4.000 EACH| 1275.00000 5100.00| 1500.00000 6000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0130 652A061 6.000 ACRE| 306.90000 1841.40| 310.00000 1860.00| 300.00000 1800.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 060 -3 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20021204060 COUNTIES : PIKE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( 3 ) 02032 |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 656A000 6.000 ACRE| 306.90000 1841.40| 305.00000 1830.00| 300.00000 1800.00 Mulching, Class A, Type 1 | | | 0150 665F000 100.000 EACH| 2.38000 238.00| 2.30000 230.00| 4.00000 400.00 Hay Bales | | | 0160 665J000 1000.000 LF | 1.98000 1980.00| 1.98000 1980.00| 2.00000 2000.00 Silt Fence, Type A | | | 0170 701A031 13.000 MILE| 855.70000 11124.10| 850.00000 11050.00| 850.00000 11050.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701A035 7.000 MILE| 935.30000 6547.10| 955.00000 6685.00| 955.00000 6685.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701A045 2.000 MILE| 497.50000 995.00| 500.00000 1000.00| 500.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C000 2.000 MILE| 248.75000 497.50| 250.00000 500.00| 250.00000 500.00 Broken Temporary Traffic Stripe | | | 0210 701C001 11.000 MILE| 258.70000 2845.70| 259.00000 2849.00| 259.00000 2849.00 Solid Temporary Traffic Stripe | | | 0220 703A002 75.000 SQFT| 1.89000 141.75| 1.35000 101.25| 1.35000 101.25 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D001 75.000 SQFT| 1.00000 75.00| 1.50000 112.50| 1.50000 112.50 Temporary Traffic Control Markings | | | 0240 740B000 341.000 SQFT| 7.61000 2595.01| 7.62000 2598.42| 8.00000 2728.00 Construction Signs | | | 0250 740E000 50.000 EACH| 10.00000 500.00| 3.00000 150.00| 10.00000 500.00 Cones (36 Inches High) | | | 0260 740O000 1.000 EACH| 1000.00000 1000.00| 1600.00000 1600.00| 2000.00000 2000.00 Pilot Car | | | SECTION TOTALS | $ 449,713.01| $ 466,002.39| $ 573,091.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 449,713.01| $ 466,002.39| $ 573,091.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 061 -1 VENDOR RANKING CALL ORDER : 061 CONTRACT ID : 20021204061 COUNTIES : ST. CLAIR LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-5830(200) for constructing the Resurfacing and Traffic Stripe on C.R.#24 from C.R.#33 east of Ashville to C.R.#21. Length - 5.650 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 529,141.44 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 537,023.00 101.4895% 3 01018 APAC-ALABAMA, INC. $ 544,362.62 102.8766% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 061 -2 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20021204061 COUNTIES : ST. CLAIR LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305A000 4600.000 CUYD| 4.00000 18400.00| 9.00000 41400.00| 11.29000 51934.00 Borrow, Section 210, For Miscellaneous | | | Use | | | 0020 405A000 4500.000 GAL | 1.00000 4500.00| 1.00000 4500.00| 0.96000 4320.00 Tack Coat | | | 0030 429A201 6250.000 TON | 34.27000 214187.50| 32.00000 200000.00| 33.58000 209875.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429B209 8450.000 TON | 27.20000 229840.00| 28.50000 240825.00| 28.44000 240318.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 32864.00000 32864.00| 19000.00000 19000.00| 1515.28000 1515.28 Mobilization | | | 0060 701A031 12.000 MILE| 960.00000 11520.00| 900.00000 10800.00| 960.00000 11520.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0070 701A035 6.000 MILE| 1080.00000 6480.00| 1100.00000 6600.00| 1080.00000 6480.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701A045 4.000 MILE| 600.00000 2400.00| 650.00000 2600.00| 600.00000 2400.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701C000 7.000 MILE| 320.00000 2240.00| 300.00000 2100.00| 320.00000 2240.00 Broken Temporary Traffic Stripe | | | 0100 701C001 12.000 MILE| 360.00000 4320.00| 320.00000 3840.00| 360.00000 4320.00 Solid Temporary Traffic Stripe | | | 0110 703A002 82.000 SQFT| 5.00000 410.00| 2.00000 164.00| 5.00000 410.00 Traffic Control Markings, Class 2, Type | | | A | | | 0120 740B000 177.000 SQFT| 8.22000 1454.94| 12.00000 2124.00| 8.25000 1460.25 Construction Signs | | | 0130 740E000 50.000 EACH| 0.50000 25.00| 1.00000 50.00| 11.35000 567.50 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 061 -3 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20021204061 COUNTIES : ST. CLAIR LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740O000 1.000 EACH| 500.00000 500.00| 3020.00000 3020.00| 7002.59000 7002.59 Pilot Car | | | SECTION TOTALS | $ 529,141.44| $ 537,023.00| $ 544,362.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 529,141.44| $ 537,023.00| $ 544,362.62 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 065 -1 VENDOR RANKING CALL ORDER : 065 CONTRACT ID : 20021204065 COUNTIES : TALLAPOOSA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-6201(200) for constructing the Bridge Replacement on C.R.#51 over Gantts Mill Creek near Tallassee. Length - 0.023 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 312,908.00 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 371,833.91 118.8317% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 065 -2 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20021204065 COUNTIES : TALLAPOOSA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( ) |MCINNIS, LLC |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 206A000 LUMP| 35000.00000 35000.00| 45000.00000 45000.00| Removal Of Old Bridge, Station 5+80.00 | | | 0020 210A000 200.000 CUYD| 8.00000 1600.00| 7.86000 1572.00| Unclassified Excavation | | | 0030 502A000 7405.000 LB | 0.50000 3702.50| 0.42000 3110.10| Steel Reinforcement | | | 0040 502B000 LUMP| 16000.00000 16000.00| 15500.00000 15500.00| Steel Reinforcement For Bridge | | | Superstructure, STA 5+80, APPROX 29435 | | | LBS | | | 0050 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) | | | 0060 505B102 2.000 EACH| 2000.00000 4000.00| 1700.00000 3400.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M002 1242.000 LF | 20.00000 24840.00| 24.00000 29808.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 508A000 5034.000 LB | 2.50000 12585.00| 2.50000 12585.00| Structural Steel | | | 0090 510A000 70.000 CUYD| 450.00000 31500.00| 740.00000 51800.00| Bridge Substructure Concrete, Class A | | | 0100 510C051 LUMP| 75000.00000 75000.00| 90000.00000 90000.00| Bridge Concrete Superstructure, STA | | | 5+80.00, APPROX 112 CU YDS | | | 0110 510E000 323.000 SQYD| 3.50000 1130.50| 6.24000 2015.52| Grooving Concrete Bridge Decks | | | 0120 511A001 24.000 EACH| 80.00000 1920.00| 125.00000 3000.00| Elastomeric Bearings, Type 2 | | | 0130 513B003 478.000 LF | 60.00000 28680.00| 65.00000 31070.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0140 600A000 LUMP| 30000.00000 30000.00| 36967.65000 36967.65| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 065 -3 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20021204065 COUNTIES : TALLAPOOSA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( ) |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 610A004 405.000 SQYD| 28.00000 11340.00| 34.00000 13770.00| Loose Riprap, Class 2, 24" Thick | | | 0160 610D003 405.000 SQYD| 3.00000 1215.00| 3.00000 1215.00| Filter Blanket, Geotextile | | | 0170 630A021 50.000 LF | 16.50000 825.00| 11.00000 550.00| Steel Beam Guardrail, Class A, Type | | | 2(Steel Post) | | | 0180 630C003 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| Guardrail End Anchor, Type 13 | | | 0190 630C070 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| Guardrail End Anchor, Type 10 Series | | | 0200 665F000 100.000 EACH| 6.00000 600.00| 3.00000 300.00| Hay Bales | | | 0210 665J000 530.000 LF | 5.00000 2650.00| 3.50000 1855.00| Silt Fence, Type A | | | 0220 680A000 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| Engineering Controls | | | 0230 740B000 372.000 SQFT| 10.00000 3720.00| 8.22000 3057.84| Construction Signs | | | 0240 740F002 12.000 EACH| 500.00000 6000.00| 164.30000 1971.60| Barricades, Type III | | | 0250 740I005 2.000 EACH| 800.00000 1600.00| 143.10000 286.20| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 312,908.00| $ 371,833.91| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 312,908.00| $ 371,833.91| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 066 -1 VENDOR RANKING CALL ORDER : 066 CONTRACT ID : 20021204066 COUNTIES : CALHOUN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-7405(600) for constructing the Resurfacing and Traffic Stripe on Choccolocco Road from just east of Golden Springs Road to the Anniston city limits. Length 0.629 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 119,473.57 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 121,274.56 101.5074% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 066 -2 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20021204066 COUNTIES : CALHOUN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 500.000 CUYD| 11.72000 5860.00| 15.00000 7500.00| Borrow Excavation | | | 0020 401B100 8398.000 SQYD| 1.53000 12848.94| 0.90000 7558.20| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 252.000 GAL | 1.13000 284.76| 1.00000 252.00| Tack Coat | | | 0040 408A051 929.000 SQYD| 5.20000 4830.80| 7.50000 6967.50| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 424A361 693.000 TON | 38.99000 27020.07| 40.00000 27720.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 25.000 TON | 55.26000 1381.50| 40.00000 1000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B655 25.000 TON | 75.16000 1879.00| 75.00000 1875.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 430B043 34.000 TON | 38.34000 1303.56| 25.00000 850.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 538B020 60.000 LF | 410.00000 24600.00| 415.00000 24900.00| 87" Span,63" Rise Roadway Pipe | | | Rehabilitation | | | 0100 600A000 LUMP| 16117.50000 16117.50| 19000.00000 19000.00| Mobilization | | | 0110 610C001 30.000 TON | 73.73000 2211.90| 25.00000 750.00| Loose Riprap, Class 2 | | | 0120 610D003 30.000 SQYD| 37.92000 1137.60| 9.00000 270.00| Filter Blanket, Geotextile | | | 0130 630A001 78.000 LF | 15.22000 1187.16| 15.37000 1198.86| Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 066 -3 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20021204066 COUNTIES : CALHOUN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630C000 4.000 EACH| 1312.50000 5250.00| 1325.00000 5300.00| Guardrail End Anchor, Type 10 | | | 0150 650A000 80.000 CUYD| 21.80000 1744.00| 28.00000 2240.00| Topsoil | | | 0160 665F000 30.000 EACH| 6.63000 198.90| 14.00000 420.00| Hay Bales | | | 0170 665J000 200.000 LF | 6.30000 1260.00| 3.50000 700.00| Silt Fence, Type A | | | 0180 701A031 2.000 MILE| 1155.00000 2310.00| 1100.00000 2200.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0190 701A035 2.000 MILE| 1344.00000 2688.00| 1280.00000 2560.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C003 2.000 MILE| 525.00000 1050.00| 500.00000 1000.00| Solid Temporary Traffic Stripe (Paint) | | | 0210 703A002 44.000 SQFT| 5.25000 231.00| 5.00000 220.00| Traffic Control Markings, Class 2, Type | | | A | | | 0220 740B000 416.000 SQFT| 8.40000 3494.40| 13.00000 5408.00| Construction Signs | | | 0230 740O000 1.000 EACH| 584.48000 584.48| 1385.00000 1385.00| Pilot Car | | | SECTION TOTALS | $ 119,473.57| $ 121,274.56| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 119,473.57| $ 121,274.56| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 067 -1 VENDOR RANKING CALL ORDER : 067 CONTRACT ID : 20021204067 COUNTIES : CALHOUN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-7446(600) for constructing the Resurfacing and Traffic Stripe on White's Gap Road (C.R.#262) from Cottaquilla Road south of Jacksonville to S.R.#9. Length 4.281 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 408,539.81 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 438,350.60 107.2969% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 067 -2 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20021204067 COUNTIES : CALHOUN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 945.000 LF | 1.10000 1039.50| 1.12000 1058.40| Removing Guardrail | | | 0020 401B108 52754.000 SQYD| 0.69000 36400.26| 0.55000 29014.70| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 1683.000 GAL | 1.05000 1767.15| 1.10000 1851.30| Tack Coat | | | 0040 424A340 3001.000 TON | 33.10000 99333.10| 35.00000 105035.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 150.000 TON | 44.45000 6667.50| 35.00000 5250.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B636 5803.000 TON | 28.34000 164457.02| 29.00000 168287.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0070 424B640 50.000 TON | 66.13000 3306.50| 75.00000 3750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 430B043 1696.000 TON | 15.17000 25728.32| 17.50000 29680.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 600A000 LUMP| 1950.14000 1950.14| 27500.00000 27500.00| Mobilization | | | 0100 630A001 1335.000 LF | 11.03000 14725.05| 11.13000 14858.55| Steel Beam Guardrail, Class A, Type 2 | | | 0110 630A015 60.000 LF | 14.70000 882.00| 14.84000 890.40| Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0120 630C022 4.000 EACH| 1312.50000 5250.00| 1325.00000 5300.00| Guardrail End Anchor, Type Special | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 067 -3 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20021204067 COUNTIES : CALHOUN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 630C050 10.000 EACH| 1181.25000 11812.50| 1192.50000 11925.00| Guardrail End Anchor, Type 20 Series | | | 0140 701A031 10.000 MILE| 987.00000 9870.00| 940.00000 9400.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0150 701A035 7.000 MILE| 1102.50000 7717.50| 1050.00000 7350.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 3.000 MILE| 630.00000 1890.00| 600.00000 1800.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 3.000 MILE| 336.00000 1008.00| 320.00000 960.00| Broken Temporary Traffic Stripe | | | 0180 701C001 14.000 MILE| 367.50000 5145.00| 350.00000 4900.00| Solid Temporary Traffic Stripe | | | 0190 703A002 100.000 SQFT| 5.25000 525.00| 5.00000 500.00| Traffic Control Markings, Class 2, Type | | | A | | | 0200 705A032 140.000 EACH| 5.25000 735.00| 5.00000 700.00| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 425.000 EACH| 5.51000 2341.75| 5.25000 2231.25| Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 218.000 SQFT| 8.14000 1774.52| 13.00000 2834.00| Construction Signs | | | 0230 740E000 50.000 EACH| 11.03000 551.50| 1.00000 50.00| Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 7.35000 367.50| 1.00000 50.00| Ballast For Cone | | | 0250 740O000 1.000 EACH| 3295.00000 3295.00| 3175.00000 3175.00| Pilot Car | | | SECTION TOTALS | $ 408,539.81| $ 438,350.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 408,539.81| $ 438,350.60| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 068 -1 VENDOR RANKING CALL ORDER : 068 CONTRACT ID : 20021204068 COUNTIES : CALHOUN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-7447(600) for constructing the Resurfacing and Traffic Stripe on State Farm Road from Mahlep Lane to the Alexandria-Jacksonville Highway west of Weaver. Length 1.196 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 112,152.69 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 126,008.00 112.3540% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 068 -2 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20021204068 COUNTIES : CALHOUN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 942.000 GAL | 1.05000 989.10| 0.00000 0.00| Tack Coat | | | 0020 424A340 872.000 TON | 33.00000 28776.00| 38.00000 33136.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A346 200.000 TON | 39.15000 7830.00| 38.00000 7600.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424B636 1544.000 TON | 28.23000 43587.12| 29.00000 44776.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0050 424B640 75.000 TON | 51.72000 3879.00| 75.00000 5625.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 430B043 474.000 TON | 15.93000 7550.82| 17.50000 8295.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0070 600A000 LUMP| 5550.00000 5550.00| 12375.00000 12375.00| Mobilization | | | 0080 701A031 3.000 MILE| 1127.50000 3382.50| 1100.00000 3300.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 2.000 MILE| 1312.00000 2624.00| 1280.00000 2560.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 1.000 MILE| 768.75000 768.75| 750.00000 750.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 2.000 MILE| 410.00000 820.00| 400.00000 800.00| Broken Temporary Traffic Stripe | | | 0120 701C001 4.000 MILE| 410.00000 1640.00| 400.00000 1600.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 068 -3 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20021204068 COUNTIES : CALHOUN LETTING DATE : 12/04/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13022 |( ) |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 703A002 100.000 SQFT| 5.13000 513.00| 5.00000 500.00| Traffic Control Markings, Class 2, Type | | | A | | | 0140 705A032 40.000 EACH| 5.13000 205.20| 5.00000 200.00| Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 120.000 EACH| 5.38000 645.60| 5.25000 630.00| Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 213.000 SQFT| 8.20000 1746.60| 12.00000 2556.00| Construction Signs | | | 0170 740O000 1.000 EACH| 1645.00000 1645.00| 1305.00000 1305.00| Pilot Car | | | SECTION TOTALS | $ 112,152.69| $ 126,008.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 112,152.69| $ 126,008.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 069 -1 VENDOR RANKING CALL ORDER : 069 CONTRACT ID : 20021204069 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : BR-7530(600) for constructing the Bridge Removal (Grade, Drainage and Pavement) on U.S.#43 at Telegraph Road in Mobile. Length 0.679 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10013 JORDAN PILE DRIVING, INC. $ 762,000.00 100.0000% 2 09010 INDUSTRIAL SERVICES OF MOBILE, INC. $ 1,348,543.65 176.9742% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 069 -2 TABULATION OF BIDS CALL ORDER : 069 CONTRACT ID : 20021204069 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10013 |( 2 ) 09010 |( ) |JORDAN PILE DRIVING, INC. |INDUSTRIAL SERVICES OF MOBI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 412129.65000 412129.65| 1117149.27000 1117149.27| Removal Of Old Bridge, Station 99+01.51 | | | 0020 206C001 2598.000 SQYD| 6.00000 15588.00| 4.47000 11613.06| Removing Concrete Pavement | | | 0030 206E019 1.000 EACH| 250.00000 250.00| 171.74000 171.74| Removing Guardrail End Anchor (Type 10) | | | 0040 206E020 1.000 EACH| 8500.00000 8500.00| 6869.59000 6869.59| Removing Existing Overhead Sign | | | Structure | | | 0050 210A000 380.000 CUYD| 13.50000 5130.00| 3.52000 1337.60| Unclassified Excavation | | | 0060 210D022 100.000 CUYD| 36.75000 3675.00| 7.68000 768.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0070 230A000 2.000 RBST| 1100.00000 2200.00| 427.29000 854.58| Roadbed Processing | | | 0080 301A012 425.000 SQYD| 15.00000 6375.00| 11.56000 4913.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 425.000 SQYD| 3.50000 1487.50| 1.72000 731.00| Bituminous Treatment A | | | 0100 405A000 315.000 GAL | 1.50000 472.50| 2.18000 686.70| Tack Coat | | | 0110 408A052 842.000 SQYD| 6.50000 5473.00| 6.02000 5068.84| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0120 424A361 866.000 TON | 44.75000 38753.50| 47.77000 41368.82| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A363 50.000 TON | 65.00000 3250.00| 111.24000 5562.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424A366 86.000 TON | 63.00000 5418.00| 68.88000 5923.68| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 069 -3 TABULATION OF BIDS CALL ORDER : 069 CONTRACT ID : 20021204069 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10013 |( 2 ) 09010 |( ) |JORDAN PILE DRIVING, INC. |INDUSTRIAL SERVICES OF MOBI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B651 137.000 TON | 58.00000 7946.00| 53.80000 7370.60| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0160 424B681 44.000 TON | 63.00000 2772.00| 97.58000 4293.52| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 600A000 LUMP| 110000.00000 110000.00| 15034.98000 15034.98| Mobilization | | | 0180 630C070 1.000 EACH| 1800.00000 1800.00| 1717.40000 1717.40| Guardrail End Anchor, Type 10 Series | | | 0190 650A000 1556.000 CUYD| 13.60000 21161.60| 10.68000 16618.08| Topsoil | | | 0200 652A061 1.000 ACRE| 1100.00000 1100.00| 772.83000 772.83| Seeding (Mix 3E) | | | 0210 656A000 1.000 ACRE| 1100.00000 1100.00| 686.96000 686.96| Mulching, Class A, Type 1 | | | 0220 665A000 1.000 ACRE| 750.00000 750.00| 658.34000 658.34| Temporary Seeding | | | 0230 665B000 1.000 ACRE| 750.00000 750.00| 601.09000 601.09| Temporary Mulching | | | 0240 665F000 100.000 EACH| 5.50000 550.00| 5.31000 531.00| Hay Bales | | | 0250 665J000 1758.000 LF | 6.00000 10548.00| 1.41000 2478.78| Silt Fence, Type A | | | 0260 680A000 LUMP| 2500.00000 2500.00| 3022.62000 3022.62| Engineering Controls | | | 0270 701C002 1.000 MILE| 320.00000 320.00| 324.02000 324.02| Broken Temporary Traffic Stripe (Paint) | | | 0280 701C003 2.000 MILE| 375.00000 750.00| 378.05000 756.10| Solid Temporary Traffic Stripe (Paint) | | | 0290 701C006 1.000 MILE| 7500.00000 7500.00| 7344.84000 7344.84| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0300 701D008 1.000 MILE| 1650.00000 1650.00| 1620.18000 1620.18| Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 069 -4 TABULATION OF BIDS CALL ORDER : 069 CONTRACT ID : 20021204069 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10013 |( 2 ) 09010 |( ) |JORDAN PILE DRIVING, INC. |INDUSTRIAL SERVICES OF MOBI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701D015 1.000 MILE| 1650.00000 1650.00| 1620.18000 1620.18| Broken Traffic Stripe Removed (Plastic) | | | 0320 701G121 3269.000 LF | 2.75000 8989.75| 2.70000 8826.30| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0330 701G125 1635.000 LF | 4.50000 7357.50| 4.32000 7063.20| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0340 701G133 1635.000 LF | 4.50000 7357.50| 4.32000 7063.20| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0350 702A040 1.000 MILE| 2200.00000 2200.00| 2160.25000 2160.25| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0360 702A041 1.000 MILE| 5500.00000 5500.00| 5400.62000 5400.62| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0370 702A043 1.000 MILE| 5500.00000 5500.00| 5400.62000 5400.62| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0380 703A002 2100.000 SQFT| 2.25000 4725.00| 2.16000 4536.00| Traffic Control Markings, Class 2, Type | | | A | | | 0390 703D001 2100.000 SQFT| 1.25000 2625.00| 1.08000 2268.00| Temporary Traffic Control Markings | | | 0400 705A007 246.000 EACH| 5.50000 1353.00| 5.40000 1328.40| Pavement Markers, Class B, Type 1-A | | | 0410 705A010 246.000 EACH| 5.50000 1353.00| 5.40000 1328.40| Pavement Markers, Class B, Type 1-B | | | 0420 705A030 75.000 EACH| 5.50000 412.50| 5.40000 405.00| Pavement Markers, Class A-H, Type 2-C | | | 0430 705A031 425.000 EACH| 5.50000 2337.50| 5.40000 2295.00| Pavement Markers, Class A-H, Type 1-A | | | 0440 705A032 1009.000 EACH| 5.50000 5549.50| 5.40000 5448.60| Pavement Markers, Class A-H, Type 1-B | | | 0450 713A000 80.000 LF | 130.00000 10400.00| 135.01000 10800.80| Permanent Barricades | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 069 -5 TABULATION OF BIDS CALL ORDER : 069 CONTRACT ID : 20021204069 COUNTIES : MOBILE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10013 |( 2 ) 09010 |( ) |JORDAN PILE DRIVING, INC. |INDUSTRIAL SERVICES OF MOBI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 740B000 744.000 SQFT| 10.00000 7440.00| 10.26000 7633.44| Construction Signs | | | 0470 740D000 50.000 EACH| 60.00000 3000.00| 54.01000 2700.50| Channelizing Drums | | | 0480 740F002 2.000 EACH| 200.00000 400.00| 162.02000 324.04| Barricades, Type III | | | 0490 740I005 2.000 EACH| 175.00000 350.00| 333.78000 667.56| Warning Lights, Type B (Detachable Head | | | 0500 740Q000 200.000 LF | 3.00000 600.00| 3.91000 782.00| Construction Safety Fence | | | 0510 741C010 1.000 EACH| 3000.00000 3000.00| 3642.32000 3642.32| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 762,000.00| $ 1,348,543.65| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 762,000.00| $ 1,348,543.65| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 072 -1 VENDOR RANKING CALL ORDER : 072 CONTRACT ID : 20021204072 COUNTIES : LAUDERDALE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/30/03 COMPLETION DATE CONTRACT DESCRIPTION : FLORENCE PROJECT(S) : STPAA-8849(601) for constructing the Bridge and Approaches on Veterans Drive over the approach to the Patton Island Bridge in Florence. Length 0.131 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 1,849,075.66 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 2,232,088.58 120.7138% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 2,452,174.04 132.6162% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 072 -2 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20021204072 COUNTIES : LAUDERDALE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( 3 ) 19007 |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING |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 210D000 1050.000 CUYD| 12.35000 12967.50| 12.75000 13387.50| 8.50000 8925.00 Borrow Excavation | | | 0020 214A000 14.000 CUYD| 25.00000 350.00| 10.00000 140.00| 10.00000 140.00 Structure Excavation | | | 0030 214B001 5.000 CUYD| 60.00000 300.00| 60.75000 303.75| 60.00000 300.00 Foundation Backfill, Commercial | | | 0040 215A000 458.000 CUYD| 10.00000 4580.00| 16.20000 7419.60| 35.00000 16030.00 Unclassified Bridge Excavation | | | 0050 215B000 LUMP| 4000.00000 4000.00| 65000.00000 65000.00| 30000.00000 30000.00 Cofferdams Or Sheeting And Shoring, STA | | | 18+49.00 | | | 0060 230A000 4.000 RBST| 556.30000 2225.20| 572.00000 2288.00| 650.00000 2600.00 Roadbed Processing | | | 0070 301A008 765.000 SQYD| 9.37000 7168.05| 9.65000 7382.25| 3.75000 2868.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0080 301A012 3698.000 SQYD| 10.40000 38459.20| 10.70000 39568.60| 4.25000 15716.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 2204.000 SQYD| 0.43000 947.72| 0.45000 991.80| 1.00000 2204.00 Bituminous Treatment A | | | 0100 405A000 230.000 GAL | 1.15000 264.50| 1.17000 269.10| 2.00000 460.00 Tack Coat | | | 0110 424A281 223.000 TON | 54.37000 12124.51| 56.00000 12488.00| 55.00000 12265.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0120 424B282 482.000 TON | 40.03000 19294.46| 41.00000 19762.00| 45.00000 21690.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0130 424C281 780.000 TON | 43.81000 34171.80| 45.00000 35100.00| 41.00000 31980.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 072 -3 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20021204072 COUNTIES : LAUDERDALE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( 3 ) 19007 |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 450B000 271.000 SQYD| 75.00000 20325.00| 65.00000 17615.00| 100.00000 27100.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0150 502A001 124855.000 LB | 0.57000 71167.35| 0.48000 59930.40| 0.55000 68670.25 Steel Reinforcement (Grade 60) | | | 0160 502B000 LUMP| 120665.05000 120665.05| 105000.00000 105000.00| 128000.00000 128000.00 Steel Reinforcement For Bridge | | | Superstructure, STA.18+49.00 APPROX. | | | 219,391 LBS | | | 0170 505G003 140.000 EACH| 105.00000 14700.00| 110.00000 15400.00| 165.00000 23100.00 Pile Points (Type A, 12") | | | 0180 505M002 6512.000 LF | 20.50000 133496.00| 26.00000 169312.00| 24.00000 156288.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0190 508A000 14480.000 LB | 2.25000 32580.00| 4.00000 57920.00| 3.20000 46336.00 Structural Steel | | | 0200 510A000 749.000 CUYD| 295.00000 220955.00| 356.00000 266644.00| 425.00000 318325.00 Bridge Substructure Concrete, Class A | | | 0210 510C051 LUMP| 332506.00000 332506.00| 400000.00000 400000.00| 500000.00000 500000.00 Bridge Concrete Superstructure, STA | | | 18+49.00 APPROX. 961 CU YD | | | 0220 510E000 2865.000 SQYD| 2.00000 5730.00| 1.84000 5271.60| 2.50000 7162.50 Grooving Concrete Bridge Decks | | | 0230 511A004 72.000 EACH| 560.00000 40320.00| 450.00000 32400.00| 600.00000 43200.00 Elastomeric Bearings, Type 4 | | | 0240 513B015 850.000 LF | 112.00000 95200.00| 110.00000 93500.00| 122.00000 103700.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0250 513B029 2329.000 LF | 138.00000 321402.00| 132.00000 307428.00| 155.00000 360995.00 Pretensioned-Prestressed Concrete | | | Girders,Type BT-54 Modified(Speciality | | | Item) | | | 0260 530A001 16.000 LF | 45.00000 720.00| 46.29000 740.64| 50.00000 800.00 18" Roadway Pipe (Class 3 R.C.) | | | 0270 600A000 LUMP| 60000.00000 60000.00| 230000.00000 230000.00| 257400.00000 257400.00 Mobilization | | | 0280 614A001 142.000 CUYD| 275.00000 39050.00| 280.00000 39760.00| 270.00000 38340.00 Slope Paving (Under Bridges) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 072 -4 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20021204072 COUNTIES : LAUDERDALE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( 3 ) 19007 |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 618A000 196.000 SQYD| 29.55000 5791.80| 30.39000 5956.44| 27.00000 5292.00 Concrete Sidewalk, 4" Thick | | | 0300 619A002 1.000 EACH| 500.00000 500.00| 810.00000 810.00| 750.00000 750.00 18" Roadway Pipe End Treatment, Class 1 | | | 0310 621C015 1.000 EACH| 2862.00000 2862.00| 2950.00000 2950.00| 2250.00000 2250.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0320 623C000 708.000 LF | 15.00000 10620.00| 21.00000 14868.00| 11.00000 7788.00 Combination Curb & Gutter, Type C | | | 0330 629A005 25.000 LF | 75.00000 1875.00| 68.00000 1700.00| 75.00000 1875.00 Concrete Median Or Safety Barrier, Type | | | 4A (Reinforced) | | | 0340 629C001 1.000 EACH| 1000.00000 1000.00| 2500.00000 2500.00| 2000.00000 2000.00 Concrete Median Or Safety Barrier End | | | Section, (Type TES Modified) | | | 0350 630A001 50.000 LF | 19.30000 965.00| 17.75000 887.50| 12.00000 600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0360 630C003 1.000 EACH| 1404.00000 1404.00| 1300.00000 1300.00| 1000.00000 1000.00 Guardrail End Anchor, Type 13 | | | 0370 630C044 1.000 EACH| 5440.50000 5440.50| 5025.00000 5025.00| 1700.00000 1700.00 Guardrail End Anchor, Type 21 | | | 0380 630C050 1.000 EACH| 1463.00000 1463.00| 1350.00000 1350.00| 4500.00000 4500.00 Guardrail End Anchor, Type 20 Series | | | 0390 634A002 427.000 LF | 14.04000 5995.08| 13.00000 5551.00| 20.00000 8540.00 Industrial Fence, 6 Feet High | | | 0400 634E000 340.000 LF | 43.88000 14919.20| 40.50000 13770.00| 25.00000 8500.00 Industrial Fence, 6 Feet High, Special | | | Mounting | | | 0410 634E005 340.000 LF | 41.54000 14123.60| 38.50000 13090.00| 23.00000 7820.00 Industrial Fence, 4 Feet High, Special | | | Mounting | | | 0420 650A000 140.000 CUYD| 24.39000 3414.60| 25.00000 3500.00| 15.00000 2100.00 Topsoil | | | 0430 652A050 1.000 ACRE| 882.00000 882.00| 910.00000 910.00| 800.00000 800.00 Seeding (Mix 1A) | | | 0440 652C000 1.000 ACRE| 55.25000 55.25| 60.00000 60.00| 50.00000 50.00 Mowing | | | 0450 652D050 1.000 ACRE| 882.00000 882.00| 910.00000 910.00| 800.00000 800.00 Seeding In Stubble (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 072 -5 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20021204072 COUNTIES : LAUDERDALE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( 3 ) 19007 |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 654A001 299.000 SQYD| 4.40000 1315.60| 4.60000 1375.40| 5.00000 1495.00 Solid Sodding (Bermuda) | | | 0470 656A000 1.000 ACRE| 882.00000 882.00| 910.00000 910.00| 800.00000 800.00 Mulching, Class A, Type 1 | | | 0480 665A000 1.000 ACRE| 662.00000 662.00| 680.00000 680.00| 600.00000 600.00 Temporary Seeding | | | 0490 665B000 1.000 ACRE| 662.00000 662.00| 680.00000 680.00| 600.00000 600.00 Temporary Mulching | | | 0500 665F000 100.000 EACH| 12.00000 1200.00| 12.25000 1225.00| 8.00000 800.00 Hay Bales | | | 0510 665G000 100.000 EACH| 10.00000 1000.00| 7.00000 700.00| 4.00000 400.00 Sand Bags | | | 0520 665I000 100.000 TON | 22.70000 2270.00| 23.00000 2300.00| 25.00000 2500.00 Temporary Riprap, Class 2 | | | 0530 665J000 2840.000 LF | 4.06000 11530.40| 4.20000 11928.00| 3.40000 9656.00 Silt Fence, Type A | | | 0540 665K000 50.000 CUYD| 8.00000 400.00| 8.25000 412.50| 25.00000 1250.00 Drainage Sump Excavation | | | 0550 680A000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 66500.00000 66500.00 Engineering Controls | | | 0560 701G121 1390.000 LF | 2.03000 2821.70| 3.40000 4726.00| 1.90000 2641.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0570 701G125 1232.000 LF | 3.77000 4644.64| 4.90000 6036.80| 3.52000 4336.64 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0580 701G133 2780.000 LF | 3.85000 10703.00| 4.90000 13622.00| 3.60000 10008.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0590 703A010 1383.000 SQFT| 14.45000 19984.35| 18.50000 25585.50| 13.50000 18670.50 Traffic Control Markings,Class 3W,Type | | | 0600 703B010 45.000 SQFT| 25.68000 1155.60| 20.00000 900.00| 24.00000 1080.00 Traffic Control Legends,Class 3W,Type A | | | 0610 705A030 2.000 EACH| 11.00000 22.00| 6.80000 13.60| 10.00000 20.00 Pavement Markers, Class A-H, Type 2-C | | | 0620 705A031 19.000 EACH| 11.00000 209.00| 6.80000 129.20| 10.00000 190.00 Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 072 -6 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20021204072 COUNTIES : LAUDERDALE LETTING DATE : 12/04/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( 3 ) 19007 |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 705A032 37.000 EACH| 11.00000 407.00| 6.80000 251.60| 10.00000 370.00 Pavement Markers, Class A-H, Type 1-B | | | 0640 730H001 856.000 LF | 3.00000 2568.00| 2.60000 2225.60| 2.40000 2054.40 Loop Wire | | | 0650 740B000 1213.000 SQFT| 10.00000 12130.00| 13.00000 15769.00| 8.50000 10310.50 Construction Signs | | | 0660 740C000 126.000 SQFT| 10.00000 1260.00| 9.20000 1159.20| 11.00000 1386.00 Special Construction Signs | | | 0670 740D000 100.000 EACH| 70.50000 7050.00| 65.00000 6500.00| 58.00000 5800.00 Channelizing Drums | | | 0680 740E000 100.000 EACH| 20.00000 2000.00| 10.00000 1000.00| 20.00000 2000.00 Cones (36 Inches High) | | | 0690 740F002 28.000 EACH| 225.00000 6300.00| 205.00000 5740.00| 190.00000 5320.00 Barricades, Type III | | | 0700 740I005 9.000 EACH| 625.00000 5625.00| 576.00000 5184.00| 425.00000 3825.00 Warning Lights, Type B (Detachable Head | | | 0710 740M001 100.000 EACH| 8.00000 800.00| 6.75000 675.00| 9.00000 900.00 Ballast For Cone | | | 0720 740Q000 200.000 LF | 5.00000 1000.00| 3.00000 600.00| 3.00000 600.00 Construction Safety Fence | | | 0730 741C010 2.000 EACH| 4563.00000 9126.00| 4200.00000 8400.00| 2700.00000 5400.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0740 750R000 LUMP| 12285.00000 12285.00| 12000.00000 12000.00| 10500.00000 10500.00 Area Lighting System | | | 0750 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,849,075.66| $ 2,232,088.58| $ 2,452,174.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,849,075.66| $ 2,232,088.58| $ 2,452,174.04 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 073 -1 VENDOR RANKING CALL ORDER : 073 CONTRACT ID : 20021204073 COUNTIES : SHELBY LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : for constructing the Drainage, Pavement, Signing, & Signals at various sites in Montevallo as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- NO BIDS RECEIVED ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 073 -2 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20021204073 COUNTIES : SHELBY LETTING DATE : 12/04/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |NO VALID BIDS | | | | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | | | -------------------------------------------+----------------------------+----------------------------+------------------------------ ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 080 -1 VENDOR RANKING CALL ORDER : 080 CONTRACT ID : 20021204080 COUNTIES : TUSCALOOSA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 250 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-505-010-501-906 for constructing the Bridge Repair and Bridge Painting on 99-505-010-502-906 I-59 (Northbound & Southbound) over the Warrior River north of Fosters. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14010 NORTH STAR PAINTING COMPANY, INC. $ 1,367,832.00 100.0000% 2 04055 3-D'S BRIDGE PAINTING CORP. $ 1,385,878.00 101.3193% 3 22019 VIMAS PAINTING COMPANY, INC. $ 1,438,023.00 105.1316% 4 11017 KERRVILLE PAINTING CO., INC. $ 1,456,907.40 106.5122% 5 16052 POSEIDON CONSTRUCTION, INC. $ 1,811,434.00 132.4310% 6 15019 OLYMPUS PAINTING CONTRACTORS, INC. $ 2,718,518.00 198.7465% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 080 -2 TABULATION OF BIDS CALL ORDER : 080 CONTRACT ID : 20021204080 COUNTIES : TUSCALOOSA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14010 |( 2 ) 04055 |( 3 ) 22019 |NORTH STAR PAINTING CO., IN |3-D's BRIDGE PAINTING CORP. |VIMAS PAINTING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 520A000 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 62500.00000 62500.00 Repairs To Existing Bridge, Station | | | 69+48.562 Southbound | | | 0020 520A001 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 62500.00000 62500.00 Repairs To Existing Bridge, Station | | | 69+48.562 Northbound | | | 0030 521B000 LUMP| 650000.00000 650000.00| 625000.00000 625000.00| 646000.00000 646000.00 Coating Existing Bridge At MP 64.07 | | | Southbound | | | 0040 521B001 LUMP| 650000.00000 650000.00| 625000.00000 625000.00| 646000.00000 646000.00 Coating Existing Bridge At MP 64.07 | | | Northbound | | | 0050 600A000 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| 20000.00000 20000.00 Mobilization | | | 0060 740B000 476.000 SQFT| 7.00000 3332.00| 8.00000 3808.00| 2.00000 952.00 Construction Signs | | | 0070 740D000 70.000 EACH| 50.00000 3500.00| 1.00000 70.00| 1.00000 70.00 Channelizing Drums | | | 0080 741C010 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 1.00000 1.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,367,832.00| $ 1,385,878.00| $ 1,438,023.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,367,832.00| $ 1,385,878.00| $ 1,438,023.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/05/02 PAGE : 080 -3 TABULATION OF BIDS CALL ORDER : 080 CONTRACT ID : 20021204080 COUNTIES : TUSCALOOSA LETTING DATE : 12/04/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11017 |( 5 ) 16052 |( 6 ) 15019 |KERRVILLE PAINTING CO., INC |POSEIDON CONSTRUCTION, INC. |OLYMPUS PAINTING CONTRACTORS, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 520A000 LUMP| 41500.00000 41500.00| 62500.00000 62500.00| 30000.00000 30000.00 Repairs To Existing Bridge, Station | | | 69+48.562 Southbound | | | 0020 520A001 LUMP| 41500.00000 41500.00| 62500.00000 62500.00| 30000.00000 30000.00 Repairs To Existing Bridge, Station | | | 69+48.562 Northbound | | | 0030 521B000 LUMP| 636350.00000 636350.00| 832894.00000 832894.00| 1265000.00000 1265000.00 Coating Existing Bridge At MP 64.07 | | | Southbound | | | 0040 521B001 LUMP| 636350.00000 636350.00| 832894.00000 832894.00| 1256000.00000 1256000.00 Coating Existing Bridge At MP 64.07 | | | Northbound | | | 0050 600A000 LUMP| 91500.00000 91500.00| 20000.00000 20000.00| 125000.00000 125000.00 Mobilization | | | 0060 740B000 476.000 SQFT| 8.65000 4117.40| 1.00000 476.00| 8.00000 3808.00 Construction Signs | | | 0070 740D000 70.000 EACH| 67.00000 4690.00| 1.00000 70.00| 53.00000 3710.00 Channelizing Drums | | | 0080 741C010 1.000 EACH| 900.00000 900.00| 100.00000 100.00| 5000.00000 5000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,456,907.40| $ 1,811,434.00| $ 2,718,518.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,456,907.40| $ 1,811,434.00| $ 2,718,518.00 ====================================================================================================================================