ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MGF-0012(500) for constructing the Grade, Drain, Bridges (2) and Bridge Culvert on S.R.#12 (U.S.#84) Relocation from C.R.#77 to S.R.#9 (U.S.#331) at the Opp Bypass. Length - 3.330 SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 3,458,035.65 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 3,779,434.05 109.2942% 3 14001 NEWELL ROADBUILDERS, INC. $ 3,811,865.22 110.2321% 4 30014 S. A. GRAHAM COMPANY, INC. & MCINNIS, LLC $ 3,867,309.48 111.8354% 5 02032 BULLARD EXCAVATING, INC. $ 3,946,007.51 114.1112% 6 02091 BOYD EXCAVATING, INC. $ 4,113,206.48 118.9463% 7 04014 DUBOSE CONSTRUCTION, L.L.C. $ 4,185,523.73 121.0376% 8 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 4,652,199.10 134.5330% 9 05009 EUTAW CONSTRUCTION COMPANY, INC. $ 4,931,275.60 142.6034% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 18005 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 162438.00000 162438.00| 250000.00000 250000.00| 150000.00000 150000.00 Clearing & Grubbing (Approximately 149 | | | Acres) | | | 0020 204A000 1.000 EACH| 0.01000 0.01| 100.00000 100.00| 500.00000 500.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 10 | | | 0130 206A000 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 34000.00000 34000.00 Removal Of Old Bridge, Station 662+72.5 | | | 0140 206C003 120.000 SQYD| 1.50000 180.00| 2.00000 240.00| 5.00000 600.00 Removing Concrete Flumes | | | 0150 206D000 116.000 LF | 1.50000 174.00| 4.00000 464.00| 5.00000 580.00 Removing Pipe | | | 0160 210A000 696491.000 CUYD| 1.30000 905438.30| 1.15000 800964.65| 1.28000 891508.48 Unclassified Excavation | | | 0170 210C000 10531.000 CUYD| 3.00000 31593.00| 2.85000 30013.35| 4.70000 49495.70 Muck Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 18005 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 210E000 15797.000 CUYD| 0.01000 157.97| 1.15000 18166.55| 0.01000 157.97 Borrow Excavation (Underwater Backfill) | | | 0190 214A000 8331.000 CUYD| 2.00000 16662.00| 3.00000 24993.00| 0.50000 4165.50 Structure Excavation | | | 0200 214B000 1514.000 CUYD| 0.01000 15.14| 15.00000 22710.00| 0.01000 15.14 Foundation Backfill, Local | | | 0210 214B001 845.000 CUYD| 35.00000 29575.00| 30.00000 25350.00| 0.01000 8.45 Foundation Backfill, Commercial | | | 0220 215A000 620.000 CUYD| 15.00000 9300.00| 10.00000 6200.00| 7.50000 4650.00 Unclassified Bridge Excavation | | | 0230 306B000 1.000 EACH| 6300.00000 6300.00| 1.00000 1.00| 8500.00000 8500.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0240 430B000 500.000 TON | 18.00000 9000.00| 22.00000 11000.00| 18.00000 9000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0250 502A000 194845.000 LB | 0.50000 97422.50| 0.40000 77938.00| 0.41000 79886.45 Steel Reinforcement | | | 0260 502B000 LUMP| 35000.00000 35000.00| 34000.00000 34000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 662+25, E.B.R., | | | APPROX. 63,250 LBS. | | | 0270 502B001 LUMP| 35000.00000 35000.00| 34000.00000 34000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 662+25 W. B. R., | | | APPROX. 61,070 LBS | | | 0280 503A000 152.000 CUYD| 100.00000 15200.00| 150.00000 22800.00| 230.00000 34960.00 Seal Concrete | | | 0290 503B001 LUMP| 34500.00000 34500.00| 40850.00000 40850.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 2, E.B. | | | R. | | | 0300 503B002 LUMP| 34500.00000 34500.00| 40850.00000 40850.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 3, E.B. | | | R. | | | 0310 503B003 LUMP| 34500.00000 34500.00| 40850.00000 40850.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 2, W.B. | | | R. | | | 0320 503B004 LUMP| 34500.00000 34500.00| 40850.00000 40850.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 3, W.B. | | | R. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 18005 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 505A002 4.000 EACH| 3000.00000 12000.00| 2400.00000 9600.00| 2500.00000 10000.00 Steel Test Piles (HP 12x53) | | | 0340 505B057 4.000 EACH| 4000.00000 16000.00| 2400.00000 9600.00| 1600.00000 6400.00 Static Loading Tests (HP 12x53) | | | 0350 505B087 4.000 EACH| 2750.00000 11000.00| 1000.00000 4000.00| 350.00000 1400.00 Dynamic Loading Tests (HP 12x53) | | | 0360 505M002 3454.000 LF | 28.00000 96712.00| 28.00000 96712.00| 24.00000 82896.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0370 508A000 9184.000 LB | 2.40000 22041.60| 3.25000 29848.00| 2.50000 22960.00 Structural Steel | | | 0380 510A000 311.000 CUYD| 390.00000 121290.00| 670.00000 208370.00| 425.00000 132175.00 Bridge Substructure Concrete, Class A | | | 0390 510C001 LUMP| 115000.00000 115000.00| 160000.00000 160000.00| 130000.00000 130000.00 Bridge Concrete Superstructure STA. | | | 662+25 E.B.R, APPROX. 258 CU. YDS. | | | 0400 510C002 LUMP| 115000.00000 115000.00| 160000.00000 160000.00| 130000.00000 130000.00 Bridge Concrete Superstructure STA. | | | 662+25, W.B.R., APPROX. 254 CU. YDS | | | 0410 510E000 1664.000 SQYD| 2.25000 3744.00| 1.75000 2912.00| 2.00000 3328.00 Grooving Concrete Bridge Decks | | | 0420 511A001 72.000 EACH| 120.00000 8640.00| 75.00000 5400.00| 100.00000 7200.00 Elastomeric Bearings, Type 2 | | | 0430 513B005 2483.000 LF | 116.00000 288028.00| 95.00000 235885.00| 90.50000 224711.50 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0440 524A011 692.000 CUYD| 335.00000 231820.00| 325.00000 224900.00| 327.50000 226630.00 Culvert Concrete (Cast In Place) | | | 0450 530A002 3520.000 LF | 21.00000 73920.00| 23.00000 80960.00| 20.25000 71280.00 24" Roadway Pipe (Class 3 R.C.) | | | 0460 530A003 284.000 LF | 27.00000 7668.00| 30.00000 8520.00| 27.00000 7668.00 30" Roadway Pipe (Class 3 R.C.) | | | 0470 530A005 654.000 LF | 38.00000 24852.00| 41.00000 26814.00| 44.00000 28776.00 42" Roadway Pipe (Class 3 R.C.) | | | 0480 530A006 118.000 LF | 50.00000 5900.00| 48.00000 5664.00| 55.00000 6490.00 48" Roadway Pipe (Class 3 R.C.) | | | 0490 530B003 122.000 LF | 43.00000 5246.00| 45.00000 5490.00| 37.00000 4514.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 18005 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 535A002 318.000 LF | 16.50000 5247.00| 20.00000 6360.00| 18.00000 5724.00 24" Side Drain Pipe | | | 0510 600A000 LUMP| 1000.00000 1000.00| 253994.00000 253994.00| 200000.00000 200000.00 Mobilization | | | 0520 601A000 1.000 EACH| 3500.00000 3500.00| 1.00000 1.00| 2500.00000 2500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0530 602A000 125.000 EACH| 75.00000 9375.00| 75.00000 9375.00| 85.00000 10625.00 Right Of Way Markers | | | 0540 606A000 1000.000 LF | 6.00000 6000.00| 1.00000 1000.00| 10.00000 10000.00 6" Underdrain Pipe | | | 0550 610C001 12343.000 TON | 22.00000 271546.00| 24.00000 296232.00| 28.00000 345604.00 Loose Riprap, Class 2 | | | 0560 610D003 4925.000 SQYD| 3.25000 16006.25| 1.85000 9111.25| 5.00000 24625.00 Filter Blanket, Geotextile | | | 0570 614A000 382.000 CUYD| 190.00000 72580.00| 210.00000 80220.00| 235.00000 89770.00 Slope Paving | | | 0580 619A003 26.000 EACH| 600.00000 15600.00| 405.00000 10530.00| 375.00000 9750.00 24" Roadway Pipe End Treatment, Class 1 | | | 0590 619A004 3.000 EACH| 750.00000 2250.00| 505.00000 1515.00| 750.00000 2250.00 30" Roadway Pipe End Treatment, Class 1 | | | 0600 619A006 5.000 EACH| 1050.00000 5250.00| 705.00000 3525.00| 1050.00000 5250.00 42" Roadway Pipe End Treatment, Class 1 | | | 0610 619A007 1.000 EACH| 1200.00000 1200.00| 805.00000 805.00| 1200.00000 1200.00 48" Roadway Pipe End Treatment, Class 1 | | | 0620 619A102 12.000 EACH| 600.00000 7200.00| 425.00000 5100.00| 375.00000 4500.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0630 619B018 2.000 EACH| 650.00000 1300.00| 505.00000 1010.00| 650.00000 1300.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0640 621A000 1.000 EACH| 1850.00000 1850.00| 3500.00000 3500.00| 1850.00000 1850.00 Junction Boxes, Type 1, 1P Or 5 | | | 0650 621A016 1.000 EACH| 1975.00000 1975.00| 3900.00000 3900.00| 1975.00000 1975.00 Junction Boxes, Type 4, 1P Or 5 | | | 0660 621A017 2.000 EACH| 2650.00000 5300.00| 4250.00000 8500.00| 2650.00000 5300.00 Junction Boxes, Type 4, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 18005 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 621B019 3.000 EACH| 650.00000 1950.00| 725.00000 2175.00| 650.00000 1950.00 Junction Box Units, Type 4, 2P Or 5 | | | 0680 621C020 31.000 EACH| 1650.00000 51150.00| 1600.00000 49600.00| 1650.00000 51150.00 Inlets, Type Y | | | 0690 621C027 1.000 EACH| 1650.00000 1650.00| 1650.00000 1650.00| 1650.00000 1650.00 Inlets, Type C | | | 0700 621D002 1.000 EACH| 475.00000 475.00| 405.00000 405.00| 475.00000 475.00 Inlet Units, Type C | | | 0710 621D019 51.000 EACH| 450.00000 22950.00| 360.00000 18360.00| 450.00000 22950.00 Inlet Units, Type Y | | | 0720 621I000 7.000 EACH| 3500.00000 24500.00| 2000.00000 14000.00| 3500.00000 24500.00 Stilling Basins, Type 00 | | | 0730 650B000 26000.000 CUYD| 2.50000 65000.00| 1.50000 39000.00| 2.50000 65000.00 Topsoil From Stockpiles | | | 0740 652A061 100.000 ACRE| 450.00000 45000.00| 400.00000 40000.00| 450.00000 45000.00 Seeding (Mix 3E) | | | 0750 652C000 117.000 ACRE| 45.00000 5265.00| 0.10000 11.70| 10.00000 1170.00 Mowing | | | 0760 654A001 577.000 SQYD| 4.00000 2308.00| 2.00000 1154.00| 5.00000 2885.00 Solid Sodding (Bermuda) | | | 0770 656A000 117.000 ACRE| 425.00000 49725.00| 400.00000 46800.00| 350.00000 40950.00 Mulching, Class A, Type 1 | | | 0780 665B000 117.000 ACRE| 10.00000 1170.00| 1.00000 117.00| 50.00000 5850.00 Temporary Mulching | | | 0790 665F000 678.000 EACH| 4.50000 3051.00| 5.00000 3390.00| 5.00000 3390.00 Hay Bales | | | 0800 665G000 678.000 EACH| 0.01000 6.78| 0.10000 67.80| 0.01000 6.78 Sand Bags | | | 0810 665I000 330.000 TON | 24.00000 7920.00| 24.00000 7920.00| 23.00000 7590.00 Temporary Riprap, Class 2 | | | 0820 665J000 16009.000 LF | 3.00000 48027.00| 1.50000 24013.50| 3.75000 60033.75 Silt Fence, Type A | | | 0830 665K000 440.000 CUYD| 3.00000 1320.00| 5.00000 2200.00| 9.50000 4180.00 Drainage Sump Excavation | | | 0840 666A001 117.000 ACRE| 25.00000 2925.00| 0.25000 29.25| 0.50000 58.50 Pest Control Treatment | | | 0850 680A000 LUMP| 1612.00000 1612.00| 15000.00000 15000.00| 75000.00000 75000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 18005 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 740B000 1356.000 SQFT| 7.00000 9492.00| 11.00000 14916.00| 7.50000 10170.00 Construction Signs | | | 0870 740D000 100.000 EACH| 35.00000 3500.00| 1.00000 100.00| 71.00000 7100.00 Channelizing Drums | | | 0880 740E000 100.000 EACH| 0.01000 1.00| 0.10000 10.00| 0.01000 1.00 Cones (36 Inches High) | | | 0890 740F002 74.000 EACH| 185.00000 13690.00| 1.00000 74.00| 260.00000 19240.00 Barricades, Type III | | | 0900 740I005 37.000 EACH| 250.00000 9250.00| 1.00000 37.00| 575.00000 21275.00 Warning Lights, Type B (Detachable Head | | | 0910 740M001 100.000 EACH| 0.01000 1.00| 1.00000 100.00| 0.01000 1.00 Ballast For Cone | | | 0920 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,458,035.65| $ 3,779,434.05| $ 3,811,865.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,458,035.65| $ 3,779,434.05| $ 3,811,865.22 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 30014 |( 5 ) 02032 |( 6 ) 02091 |S.A.GRAHAM CO., INC. & MCIN |BULLARD EXCAVATING, INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 282895.00000 282895.00| 175000.00000 175000.00| 303198.20000 303198.20 Clearing & Grubbing (Approximately 149 | | | Acres) | | | 0020 204A000 1.000 EACH| 251.31000 251.31| 1800.00000 1800.00| 500.00000 500.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 100.00000 100.00| 1075.00000 1075.00| 200.00000 200.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 100.00000 100.00| 1075.00000 1075.00| 200.00000 200.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 100.00000 100.00| 1075.00000 1075.00| 450.00000 450.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 100.00000 100.00| 1075.00000 1075.00| 450.00000 450.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 100.00000 100.00| 1075.00000 1075.00| 450.00000 450.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 100.00000 100.00| 1075.00000 1075.00| 450.00000 450.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 100.00000 100.00| 1075.00000 1075.00| 450.00000 450.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 100.00000 100.00| 1075.00000 1075.00| 500.00000 500.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 100.00000 100.00| 1075.00000 1075.00| 450.00000 450.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 100.00000 100.00| 1075.00000 1075.00| 450.00000 450.00 Removal Of Structures, Structure No. 10 | | | 0130 206A000 LUMP| 15000.00000 15000.00| 3180.00000 3180.00| 35000.00000 35000.00 Removal Of Old Bridge, Station 662+72.5 | | | 0140 206C003 120.000 SQYD| 3.14000 376.80| 10.75000 1290.00| 10.00000 1200.00 Removing Concrete Flumes | | | 0150 206D000 116.000 LF | 3.15000 365.40| 10.75000 1247.00| 4.00000 464.00 Removing Pipe | | | 0160 210A000 696491.000 CUYD| 1.40000 975087.40| 1.29000 898473.39| 1.15000 800964.65 Unclassified Excavation | | | 0170 210C000 10531.000 CUYD| 6.50000 68451.50| 1.95000 20535.45| 4.50000 47389.50 Muck Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 30014 |( 5 ) 02032 |( 6 ) 02091 |S.A.GRAHAM CO., INC. & MCIN |BULLARD EXCAVATING, INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 210E000 15797.000 CUYD| 8.00000 126376.00| 5.00000 78985.00| 4.55000 71876.35 Borrow Excavation (Underwater Backfill) | | | 0190 214A000 8331.000 CUYD| 3.00000 24993.00| 3.25000 27075.75| 5.50000 45820.50 Structure Excavation | | | 0200 214B000 1514.000 CUYD| 2.00000 3028.00| 7.00000 10598.00| 3.50000 5299.00 Foundation Backfill, Local | | | 0210 214B001 845.000 CUYD| 35.00000 29575.00| 32.00000 27040.00| 22.56000 19063.20 Foundation Backfill, Commercial | | | 0220 215A000 620.000 CUYD| 1.00000 620.00| 7.50000 4650.00| 7.75000 4805.00 Unclassified Bridge Excavation | | | 0230 306B000 1.000 EACH| 7025.54000 7025.54| 6500.00000 6500.00| 9575.00000 9575.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0240 430B000 500.000 TON | 20.00000 10000.00| 30.00000 15000.00| 22.75000 11375.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0250 502A000 194845.000 LB | 0.60000 116907.00| 0.42000 81834.90| 0.40000 77938.00 Steel Reinforcement | | | 0260 502B000 LUMP| 38000.00000 38000.00| 25000.00000 25000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 662+25, E.B.R., | | | APPROX. 63,250 LBS. | | | 0270 502B001 LUMP| 38000.00000 38000.00| 25000.00000 25000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 662+25 W. B. R., | | | APPROX. 61,070 LBS | | | 0280 503A000 152.000 CUYD| 10.00000 1520.00| 230.00000 34960.00| 230.00000 34960.00 Seal Concrete | | | 0290 503B001 LUMP| 10000.00000 10000.00| 49000.00000 49000.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 2, E.B. | | | R. | | | 0300 503B002 LUMP| 10000.00000 10000.00| 49000.00000 49000.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 3, E.B. | | | R. | | | 0310 503B003 LUMP| 10000.00000 10000.00| 49000.00000 49000.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 2, W.B. | | | R. | | | 0320 503B004 LUMP| 10000.00000 10000.00| 49000.00000 49000.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 3, W.B. | | | R. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 30014 |( 5 ) 02032 |( 6 ) 02091 |S.A.GRAHAM CO., INC. & MCIN |BULLARD EXCAVATING, INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 505A002 4.000 EACH| 1800.00000 7200.00| 2500.00000 10000.00| 2500.00000 10000.00 Steel Test Piles (HP 12x53) | | | 0340 505B057 4.000 EACH| 1500.00000 6000.00| 1600.00000 6400.00| 1600.00000 6400.00 Static Loading Tests (HP 12x53) | | | 0350 505B087 4.000 EACH| 500.00000 2000.00| 350.00000 1400.00| 350.00000 1400.00 Dynamic Loading Tests (HP 12x53) | | | 0360 505M002 3454.000 LF | 24.00000 82896.00| 24.00000 82896.00| 24.00000 82896.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0370 508A000 9184.000 LB | 4.00000 36736.00| 2.50000 22960.00| 2.50000 22960.00 Structural Steel | | | 0380 510A000 311.000 CUYD| 400.00000 124400.00| 425.00000 132175.00| 425.00000 132175.00 Bridge Substructure Concrete, Class A | | | 0390 510C001 LUMP| 128500.00000 128500.00| 130000.00000 130000.00| 145000.00000 145000.00 Bridge Concrete Superstructure STA. | | | 662+25 E.B.R, APPROX. 258 CU. YDS. | | | 0400 510C002 LUMP| 128500.00000 128500.00| 130000.00000 130000.00| 145000.00000 145000.00 Bridge Concrete Superstructure STA. | | | 662+25, W.B.R., APPROX. 254 CU. YDS | | | 0410 510E000 1664.000 SQYD| 3.50000 5824.00| 2.00000 3328.00| 2.00000 3328.00 Grooving Concrete Bridge Decks | | | 0420 511A001 72.000 EACH| 150.00000 10800.00| 100.00000 7200.00| 100.00000 7200.00 Elastomeric Bearings, Type 2 | | | 0430 513B005 2483.000 LF | 90.00000 223470.00| 90.50000 224711.50| 105.00000 260715.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0440 524A011 692.000 CUYD| 335.00000 231820.00| 340.00000 235280.00| 300.00000 207600.00 Culvert Concrete (Cast In Place) | | | 0450 530A002 3520.000 LF | 21.75000 76560.00| 21.25000 74800.00| 24.00000 84480.00 24" Roadway Pipe (Class 3 R.C.) | | | 0460 530A003 284.000 LF | 28.00000 7952.00| 30.00000 8520.00| 36.00000 10224.00 30" Roadway Pipe (Class 3 R.C.) | | | 0470 530A005 654.000 LF | 42.00000 27468.00| 42.00000 27468.00| 51.75000 33844.50 42" Roadway Pipe (Class 3 R.C.) | | | 0480 530A006 118.000 LF | 52.00000 6136.00| 52.67000 6215.06| 62.50000 7375.00 48" Roadway Pipe (Class 3 R.C.) | | | 0490 530B003 122.000 LF | 42.00000 5124.00| 46.75000 5703.50| 51.00000 6222.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 30014 |( 5 ) 02032 |( 6 ) 02091 |S.A.GRAHAM CO., INC. & MCIN |BULLARD EXCAVATING, INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 535A002 318.000 LF | 15.00000 4770.00| 20.75000 6598.50| 18.00000 5724.00 24" Side Drain Pipe | | | 0510 600A000 LUMP| 150000.00000 150000.00| 225000.00000 225000.00| 259000.00000 259000.00 Mobilization | | | 0520 601A000 1.000 EACH| 5000.00000 5000.00| 3500.00000 3500.00| 12000.00000 12000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0530 602A000 125.000 EACH| 90.00000 11250.00| 90.00000 11250.00| 100.00000 12500.00 Right Of Way Markers | | | 0540 606A000 1000.000 LF | 7.00000 7000.00| 12.00000 12000.00| 8.50000 8500.00 6" Underdrain Pipe | | | 0550 610C001 12343.000 TON | 24.00000 296232.00| 28.00000 345604.00| 22.00000 271546.00 Loose Riprap, Class 2 | | | 0560 610D003 4925.000 SQYD| 1.15000 5663.75| 1.65000 8126.25| 3.00000 14775.00 Filter Blanket, Geotextile | | | 0570 614A000 382.000 CUYD| 210.00000 80220.00| 195.00000 74490.00| 201.00000 76782.00 Slope Paving | | | 0580 619A003 26.000 EACH| 600.00000 15600.00| 525.00000 13650.00| 650.00000 16900.00 24" Roadway Pipe End Treatment, Class 1 | | | 0590 619A004 3.000 EACH| 750.00000 2250.00| 750.00000 2250.00| 900.00000 2700.00 30" Roadway Pipe End Treatment, Class 1 | | | 0600 619A006 5.000 EACH| 1050.00000 5250.00| 1100.00000 5500.00| 1100.00000 5500.00 42" Roadway Pipe End Treatment, Class 1 | | | 0610 619A007 1.000 EACH| 1200.00000 1200.00| 1500.00000 1500.00| 1250.00000 1250.00 48" Roadway Pipe End Treatment, Class 1 | | | 0620 619A102 12.000 EACH| 600.00000 7200.00| 550.00000 6600.00| 900.00000 10800.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0630 619B018 2.000 EACH| 650.00000 1300.00| 700.00000 1400.00| 770.00000 1540.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0640 621A000 1.000 EACH| 1850.00000 1850.00| 2000.00000 2000.00| 1790.00000 1790.00 Junction Boxes, Type 1, 1P Or 5 | | | 0650 621A016 1.000 EACH| 1975.00000 1975.00| 2000.00000 2000.00| 1980.00000 1980.00 Junction Boxes, Type 4, 1P Or 5 | | | 0660 621A017 2.000 EACH| 2650.00000 5300.00| 2500.00000 5000.00| 2078.00000 4156.00 Junction Boxes, Type 4, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 30014 |( 5 ) 02032 |( 6 ) 02091 |S.A.GRAHAM CO., INC. & MCIN |BULLARD EXCAVATING, INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 621B019 3.000 EACH| 650.00000 1950.00| 550.00000 1650.00| 750.00000 2250.00 Junction Box Units, Type 4, 2P Or 5 | | | 0680 621C020 31.000 EACH| 1650.00000 51150.00| 1550.00000 48050.00| 750.00000 23250.00 Inlets, Type Y | | | 0690 621C027 1.000 EACH| 1650.00000 1650.00| 1550.00000 1550.00| 1600.00000 1600.00 Inlets, Type C | | | 0700 621D002 1.000 EACH| 475.00000 475.00| 450.00000 450.00| 750.00000 750.00 Inlet Units, Type C | | | 0710 621D019 51.000 EACH| 450.00000 22950.00| 450.00000 22950.00| 750.00000 38250.00 Inlet Units, Type Y | | | 0720 621I000 7.000 EACH| 3500.00000 24500.00| 3250.00000 22750.00| 4350.00000 30450.00 Stilling Basins, Type 00 | | | 0730 650B000 26000.000 CUYD| 1.50000 39000.00| 2.00000 52000.00| 2.50000 65000.00 Topsoil From Stockpiles | | | 0740 652A061 100.000 ACRE| 340.00000 34000.00| 367.50000 36750.00| 450.00000 45000.00 Seeding (Mix 3E) | | | 0750 652C000 117.000 ACRE| 5.00000 585.00| 10.50000 1228.50| 55.00000 6435.00 Mowing | | | 0760 654A001 577.000 SQYD| 2.00000 1154.00| 2.52000 1454.04| 4.50000 2596.50 Solid Sodding (Bermuda) | | | 0770 656A000 117.000 ACRE| 260.00000 30420.00| 288.75000 33783.75| 450.00000 52650.00 Mulching, Class A, Type 1 | | | 0780 665B000 117.000 ACRE| 200.00000 23400.00| 215.25000 25184.25| 450.00000 52650.00 Temporary Mulching | | | 0790 665F000 678.000 EACH| 3.50000 2373.00| 6.00000 4068.00| 5.00000 3390.00 Hay Bales | | | 0800 665G000 678.000 EACH| 0.01000 6.78| 2.00000 1356.00| 3.25000 2203.50 Sand Bags | | | 0810 665I000 330.000 TON | 50.00000 16500.00| 28.00000 9240.00| 27.50000 9075.00 Temporary Riprap, Class 2 | | | 0820 665J000 16009.000 LF | 2.00000 32018.00| 3.00000 48027.00| 3.24000 51869.16 Silt Fence, Type A | | | 0830 665K000 440.000 CUYD| 4.00000 1760.00| 10.00000 4400.00| 4.58000 2015.20 Drainage Sump Excavation | | | 0840 666A001 117.000 ACRE| 1.00000 117.00| 0.51000 59.67| 0.50000 58.50 Pest Control Treatment | | | 0850 680A000 LUMP| 38000.00000 38000.00| 100000.00000 100000.00| 65000.00000 65000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 30014 |( 5 ) 02032 |( 6 ) 02091 |S.A.GRAHAM CO., INC. & MCIN |BULLARD EXCAVATING, INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 740B000 1356.000 SQFT| 7.00000 9492.00| 7.50000 10170.00| 10.12000 13722.72 Construction Signs | | | 0870 740D000 100.000 EACH| 60.00000 6000.00| 55.00000 5500.00| 63.00000 6300.00 Channelizing Drums | | | 0880 740E000 100.000 EACH| 10.00000 1000.00| 10.00000 1000.00| 12.00000 1200.00 Cones (36 Inches High) | | | 0890 740F002 74.000 EACH| 185.00000 13690.00| 210.00000 15540.00| 175.00000 12950.00 Barricades, Type III | | | 0900 740I005 37.000 EACH| 500.00000 18500.00| 400.00000 14800.00| 600.00000 22200.00 Warning Lights, Type B (Detachable Head | | | 0910 740M001 100.000 EACH| 1.00000 100.00| 0.01000 1.00| 10.00000 1000.00 Ballast For Cone | | | 0920 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,867,309.48| $ 3,946,007.51| $ 4,113,206.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,867,309.48| $ 3,946,007.51| $ 4,113,206.48 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 01059 |( 9 ) 05009 |DUBOSE CONSTRUCTION, L.L.C. |ADVANCE CONSTRUCTION SERVIC |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 275000.00000 275000.00| 300000.00000 300000.00| 300000.00000 300000.00 Clearing & Grubbing (Approximately 149 | | | Acres) | | | 0020 204A000 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| 3350.00000 3350.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 5425.00000 5425.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1450.00000 1450.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 2425.00000 2425.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 5410.00000 5410.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 1500.00000 1500.00| 7500.00000 7500.00| 4735.00000 4735.00 Removal Of Structures, Structure No. 5 | | | 0080 205A006 1.000 EACH| 1.00000 1.00| 1000.00000 1000.00| 5.00000 5.00 Removal Of Structures, Structure No. 6 | | | 0090 205A007 1.000 EACH| 2500.00000 2500.00| 7500.00000 7500.00| 22650.00000 22650.00 Removal Of Structures, Structure No. 7 | | | 0100 205A008 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 5410.00000 5410.00 Removal Of Structures, Structure No. 8 | | | 0110 205A009 1.000 EACH| 2500.00000 2500.00| 7500.00000 7500.00| 22650.00000 22650.00 Removal Of Structures, Structure No. 9 | | | 0120 205A010 1.000 EACH| 2500.00000 2500.00| 5500.00000 5500.00| 45450.00000 45450.00 Removal Of Structures, Structure No. 10 | | | 0130 206A000 LUMP| 3000.00000 3000.00| 35000.00000 35000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 662+72.5 | | | 0140 206C003 120.000 SQYD| 4.00000 480.00| 5.00000 600.00| 5.00000 600.00 Removing Concrete Flumes | | | 0150 206D000 116.000 LF | 8.00000 928.00| 10.00000 1160.00| 6.00000 696.00 Removing Pipe | | | 0160 210A000 696491.000 CUYD| 1.33000 926333.03| 1.40000 975087.40| 1.25000 870613.75 Unclassified Excavation | | | 0170 210C000 10531.000 CUYD| 2.75000 28960.25| 3.50000 36858.50| 6.00000 63186.00 Muck Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 01059 |( 9 ) 05009 |DUBOSE CONSTRUCTION, L.L.C. |ADVANCE CONSTRUCTION SERVIC |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 210E000 15797.000 CUYD| 11.50000 181665.50| 10.00000 157970.00| 10.00000 157970.00 Borrow Excavation (Underwater Backfill) | | | 0190 214A000 8331.000 CUYD| 2.50000 20827.50| 6.00000 49986.00| 5.00000 41655.00 Structure Excavation | | | 0200 214B000 1514.000 CUYD| 5.00000 7570.00| 10.00000 15140.00| 37.50000 56775.00 Foundation Backfill, Local | | | 0210 214B001 845.000 CUYD| 35.00000 29575.00| 35.00000 29575.00| 24.00000 20280.00 Foundation Backfill, Commercial | | | 0220 215A000 620.000 CUYD| 8.50000 5270.00| 7.65000 4743.00| 7.50000 4650.00 Unclassified Bridge Excavation | | | 0230 306B000 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| 10500.00000 10500.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0240 430B000 500.000 TON | 23.50000 11750.00| 22.00000 11000.00| 25.00000 12500.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0250 502A000 194845.000 LB | 0.48000 93525.60| 0.50000 97422.50| 0.46000 89628.70 Steel Reinforcement | | | 0260 502B000 LUMP| 28000.00000 28000.00| 25500.00000 25500.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 662+25, E.B.R., | | | APPROX. 63,250 LBS. | | | 0270 502B001 LUMP| 28000.00000 28000.00| 25500.00000 25500.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 662+25 W. B. R., | | | APPROX. 61,070 LBS | | | 0280 503A000 152.000 CUYD| 125.00000 19000.00| 235.00000 35720.00| 230.00000 34960.00 Seal Concrete | | | 0290 503B001 LUMP| 37500.00000 37500.00| 51000.00000 51000.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 2, E.B. | | | R. | | | 0300 503B002 LUMP| 37500.00000 37500.00| 51000.00000 51000.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 3, E.B. | | | R. | | | 0310 503B003 LUMP| 37500.00000 37500.00| 51000.00000 51000.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 2, W.B. | | | R. | | | 0320 503B004 LUMP| 37500.00000 37500.00| 51000.00000 51000.00| 50000.00000 50000.00 Cofferdam And Pumping, BENT NO. 3, W.B. | | | R. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 01059 |( 9 ) 05009 |DUBOSE CONSTRUCTION, L.L.C. |ADVANCE CONSTRUCTION SERVIC |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 505A002 4.000 EACH| 2400.00000 9600.00| 2550.00000 10200.00| 2500.00000 10000.00 Steel Test Piles (HP 12x53) | | | 0340 505B057 4.000 EACH| 2400.00000 9600.00| 1650.00000 6600.00| 1600.00000 6400.00 Static Loading Tests (HP 12x53) | | | 0350 505B087 4.000 EACH| 1000.00000 4000.00| 360.00000 1440.00| 350.00000 1400.00 Dynamic Loading Tests (HP 12x53) | | | 0360 505M002 3454.000 LF | 27.00000 93258.00| 25.00000 86350.00| 24.00000 82896.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0370 508A000 9184.000 LB | 3.20000 29388.80| 2.55000 23419.20| 2.50000 22960.00 Structural Steel | | | 0380 510A000 311.000 CUYD| 650.00000 202150.00| 430.00000 133730.00| 425.00000 132175.00 Bridge Substructure Concrete, Class A | | | 0390 510C001 LUMP| 150000.00000 150000.00| 150000.00000 150000.00| 145000.00000 145000.00 Bridge Concrete Superstructure STA. | | | 662+25 E.B.R, APPROX. 258 CU. YDS. | | | 0400 510C002 LUMP| 150000.00000 150000.00| 150000.00000 150000.00| 145000.00000 145000.00 Bridge Concrete Superstructure STA. | | | 662+25, W.B.R., APPROX. 254 CU. YDS | | | 0410 510E000 1664.000 SQYD| 1.85000 3078.40| 2.00000 3328.00| 2.00000 3328.00 Grooving Concrete Bridge Decks | | | 0420 511A001 72.000 EACH| 80.00000 5760.00| 100.00000 7200.00| 100.00000 7200.00 Elastomeric Bearings, Type 2 | | | 0430 513B005 2483.000 LF | 90.00000 223470.00| 105.00000 260715.00| 105.00000 260715.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0440 524A011 692.000 CUYD| 335.00000 231820.00| 340.00000 235280.00| 240.00000 166080.00 Culvert Concrete (Cast In Place) | | | 0450 530A002 3520.000 LF | 19.75000 69520.00| 24.00000 84480.00| 25.00000 88000.00 24" Roadway Pipe (Class 3 R.C.) | | | 0460 530A003 284.000 LF | 22.00000 6248.00| 35.00000 9940.00| 31.00000 8804.00 30" Roadway Pipe (Class 3 R.C.) | | | 0470 530A005 654.000 LF | 36.00000 23544.00| 60.00000 39240.00| 44.00000 28776.00 42" Roadway Pipe (Class 3 R.C.) | | | 0480 530A006 118.000 LF | 43.50000 5133.00| 70.00000 8260.00| 52.50000 6195.00 48" Roadway Pipe (Class 3 R.C.) | | | 0490 530B003 122.000 LF | 38.00000 4636.00| 50.00000 6100.00| 45.00000 5490.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 01059 |( 9 ) 05009 |DUBOSE CONSTRUCTION, L.L.C. |ADVANCE CONSTRUCTION SERVIC |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 535A002 318.000 LF | 15.00000 4770.00| 30.00000 9540.00| 25.00000 7950.00 24" Side Drain Pipe | | | 0510 600A000 LUMP| 200000.00000 200000.00| 400000.00000 400000.00| 500000.00000 500000.00 Mobilization | | | 0520 601A000 1.000 EACH| 5000.00000 5000.00| 6500.00000 6500.00| 11000.00000 11000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0530 602A000 125.000 EACH| 90.00000 11250.00| 100.00000 12500.00| 87.50000 10937.50 Right Of Way Markers | | | 0540 606A000 1000.000 LF | 10.00000 10000.00| 13.00000 13000.00| 4.25000 4250.00 6" Underdrain Pipe | | | 0550 610C001 12343.000 TON | 26.50000 327089.50| 25.00000 308575.00| 32.00000 394976.00 Loose Riprap, Class 2 | | | 0560 610D003 4925.000 SQYD| 1.60000 7880.00| 1.75000 8618.75| 2.75000 13543.75 Filter Blanket, Geotextile | | | 0570 614A000 382.000 CUYD| 190.00000 72580.00| 195.00000 74490.00| 201.50000 76973.00 Slope Paving | | | 0580 619A003 26.000 EACH| 600.00000 15600.00| 615.00000 15990.00| 593.00000 15418.00 24" Roadway Pipe End Treatment, Class 1 | | | 0590 619A004 3.000 EACH| 750.00000 2250.00| 775.00000 2325.00| 773.00000 2319.00 30" Roadway Pipe End Treatment, Class 1 | | | 0600 619A006 5.000 EACH| 1050.00000 5250.00| 1075.00000 5375.00| 1101.50000 5507.50 42" Roadway Pipe End Treatment, Class 1 | | | 0610 619A007 1.000 EACH| 1200.00000 1200.00| 1250.00000 1250.00| 1314.00000 1314.00 48" Roadway Pipe End Treatment, Class 1 | | | 0620 619A102 12.000 EACH| 600.00000 7200.00| 615.00000 7380.00| 620.75000 7449.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0630 619B018 2.000 EACH| 650.00000 1300.00| 675.00000 1350.00| 884.00000 1768.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0640 621A000 1.000 EACH| 1850.00000 1850.00| 1900.00000 1900.00| 2041.00000 2041.00 Junction Boxes, Type 1, 1P Or 5 | | | 0650 621A016 1.000 EACH| 1975.00000 1975.00| 2000.00000 2000.00| 2914.00000 2914.00 Junction Boxes, Type 4, 1P Or 5 | | | 0660 621A017 2.000 EACH| 2650.00000 5300.00| 2700.00000 5400.00| 1690.00000 3380.00 Junction Boxes, Type 4, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 01059 |( 9 ) 05009 |DUBOSE CONSTRUCTION, L.L.C. |ADVANCE CONSTRUCTION SERVIC |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 621B019 3.000 EACH| 650.00000 1950.00| 675.00000 2025.00| 656.00000 1968.00 Junction Box Units, Type 4, 2P Or 5 | | | 0680 621C020 31.000 EACH| 1650.00000 51150.00| 1700.00000 52700.00| 1629.50000 50514.50 Inlets, Type Y | | | 0690 621C027 1.000 EACH| 1650.00000 1650.00| 1700.00000 1700.00| 1825.00000 1825.00 Inlets, Type C | | | 0700 621D002 1.000 EACH| 475.00000 475.00| 485.00000 485.00| 420.00000 420.00 Inlet Units, Type C | | | 0710 621D019 51.000 EACH| 450.00000 22950.00| 460.00000 23460.00| 452.50000 23077.50 Inlet Units, Type Y | | | 0720 621I000 7.000 EACH| 3500.00000 24500.00| 5000.00000 35000.00| 3930.50000 27513.50 Stilling Basins, Type 00 | | | 0730 650B000 26000.000 CUYD| 2.15000 55900.00| 3.25000 84500.00| 2.00000 52000.00 Topsoil From Stockpiles | | | 0740 652A061 100.000 ACRE| 350.00000 35000.00| 460.00000 46000.00| 350.00000 35000.00 Seeding (Mix 3E) | | | 0750 652C000 117.000 ACRE| 20.00000 2340.00| 46.00000 5382.00| 10.00000 1170.00 Mowing | | | 0760 654A001 577.000 SQYD| 2.25000 1298.25| 4.25000 2452.25| 2.40000 1384.80 Solid Sodding (Bermuda) | | | 0770 656A000 117.000 ACRE| 300.00000 35100.00| 440.00000 51480.00| 275.00000 32175.00 Mulching, Class A, Type 1 | | | 0780 665B000 117.000 ACRE| 250.00000 29250.00| 360.00000 42120.00| 205.00000 23985.00 Temporary Mulching | | | 0790 665F000 678.000 EACH| 6.00000 4068.00| 9.00000 6102.00| 6.00000 4068.00 Hay Bales | | | 0800 665G000 678.000 EACH| 5.00000 3390.00| 2.50000 1695.00| 5.00000 3390.00 Sand Bags | | | 0810 665I000 330.000 TON | 26.50000 8745.00| 25.00000 8250.00| 32.00000 10560.00 Temporary Riprap, Class 2 | | | 0820 665J000 16009.000 LF | 2.60000 41623.40| 2.50000 40022.50| 3.00000 48027.00 Silt Fence, Type A | | | 0830 665K000 440.000 CUYD| 8.00000 3520.00| 10.00000 4400.00| 3.00000 1320.00 Drainage Sump Excavation | | | 0840 666A001 117.000 ACRE| 0.50000 58.50| 26.00000 3042.00| 0.50000 58.50 Pest Control Treatment | | | 0850 680A000 LUMP| 50000.00000 50000.00| 60000.00000 60000.00| 300000.00000 300000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020927001 COUNTIES : COVINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 01059 |( 9 ) 05009 |DUBOSE CONSTRUCTION, L.L.C. |ADVANCE CONSTRUCTION SERVIC |EUTAW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 740B000 1356.000 SQFT| 15.00000 20340.00| 10.00000 13560.00| 7.85000 10644.60 Construction Signs | | | 0870 740D000 100.000 EACH| 50.00000 5000.00| 60.00000 6000.00| 55.00000 5500.00 Channelizing Drums | | | 0880 740E000 100.000 EACH| 15.00000 1500.00| 10.00000 1000.00| 16.00000 1600.00 Cones (36 Inches High) | | | 0890 740F002 74.000 EACH| 400.00000 29600.00| 165.00000 12210.00| 160.00000 11840.00 Barricades, Type III | | | 0900 740I005 37.000 EACH| 525.00000 19425.00| 75.00000 2775.00| 500.00000 18500.00 Warning Lights, Type B (Detachable Head | | | 0910 740M001 100.000 EACH| 5.00000 500.00| 10.00000 1000.00| 10.00000 1000.00 Ballast For Cone | | | 0920 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,185,523.73| $ 4,652,199.10| $ 4,931,275.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,185,523.73| $ 4,652,199.10| $ 4,931,275.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20020927002 COUNTIES : ST. CLAIR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 350 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : MGF-I020(318) for constructing the Additional Lanes on I-20 from MP 145.35 east of U.S.#411 to MP 148.19 at the end of the 40' median near Prescott. Length 2.840 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 6,491,975.24 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 6,509,871.77 100.2757% 3 01018 APAC-ALABAMA, INC. $ 6,887,525.81 106.0929% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020927002 COUNTIES : ST. CLAIR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING 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 201A000 LUMP| 80376.82000 80376.82| 40000.00000 40000.00| 72450.00000 72450.00 Clearing & Grubbing (Approximately 22 | | | Acres) | | | 0020 206C002 279.000 SQYD| 2.01000 560.79| 20.00000 5580.00| 2.41000 672.39 Removing Concrete Slope Paving | | | 0030 206D000 94.000 LF | 6.03000 566.82| 10.00000 940.00| 7.35000 690.90 Removing Pipe | | | 0040 206D001 3791.000 LF | 1.34000 5079.94| 1.00000 3791.00| 1.31000 4966.21 Removing Guardrail | | | 0050 206D002 1643.000 LF | 5.02000 8247.86| 5.00000 8215.00| 6.03000 9907.29 Removing Curb | | | 0060 206D010 160.000 LF | 13.60000 2176.00| 15.00000 2400.00| 73.50000 11760.00 Removing Safety Barrier | | | 0070 206E001 22.000 EACH| 251.18000 5525.96| 250.00000 5500.00| 315.00000 6930.00 Removing Inlets | | | 0080 206E008 22.000 EACH| 104.97000 2309.34| 100.00000 2200.00| 103.42000 2275.24 Removing Guardrail End Anchor (All Type | | | 0090 206E041 2.000 EACH| 1332.14000 2664.28| 750.00000 1500.00| 1312.50000 2625.00 Removing Impact Attenuators | | | 0100 206E042 6.000 EACH| 251.18000 1507.08| 200.00000 1200.00| 315.00000 1890.00 Removing Inlets (Partial) | | | 0110 210A000 15825.000 CUYD| 5.02000 79441.50| 5.50000 87037.50| 6.04000 95583.00 Unclassified Excavation | | | 0120 210D011 4523.000 CUYD| 8.04000 36364.92| 7.50000 33922.50| 9.45000 42742.35 Borrow Excavation (A-4 or Better) | | | 0130 214A000 7534.000 CUYD| 6.03000 45430.02| 5.00000 37670.00| 7.35000 55374.90 Structure Excavation | | | 0140 214B001 2784.000 CUYD| 16.08000 44766.72| 16.00000 44544.00| 19.42000 54065.28 Foundation Backfill, Commercial | | | 0150 230A000 177.000 RBST| 182.23000 32254.71| 225.00000 39825.00| 332.27000 58811.79 Roadbed Processing | | | 0160 301A012 69322.000 SQYD| 5.63000 390282.86| 4.71000 326506.62| 5.24000 363247.28 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0170 327E000 14552.000 TON | 29.69000 432048.88| 28.66000 417060.32| 30.92000 449947.84 Permeable Asphalt Treated Base | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020927002 COUNTIES : ST. CLAIR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 401A043 69322.000 SQYD| 0.81000 56150.82| 0.84000 58230.48| 0.85000 58923.70 Bituminous Treatment AE | | | 0190 405A000 19695.000 GAL | 0.75000 14771.25| 0.70000 13786.50| 1.14000 22452.30 Tack Coat | | | 0200 408A051 48401.000 SQYD| 1.69000 81797.69| 1.45000 70181.45| 2.88000 139394.88 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0210 408A056 5640.000 SQYD| 2.98000 16807.20| 2.50000 14100.00| 4.34000 24477.60 Planing Existing Pavement | | | (Approximately 5.10" Thru 6.0" Thick) | | | 0220 410B000 1.000 EACH| 7405.36000 7405.36| 5000.00000 5000.00| 632.92000 632.92 State Furnished Profilograph | | | 0230 410H000 1.000 EACH| 31749.62000 31749.62| 100000.00000 100000.00| 62658.53000 62658.53 Material Remixing Device | | | 0240 420A011 5087.000 TON | 52.93000 269254.91| 46.44000 236240.28| 57.12000 290569.44 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0250 423A002 10669.000 TON | 42.07000 448844.83| 40.78000 435081.82| 45.56000 486079.64 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0260 424A287 2300.000 TON | 33.51000 77073.00| 34.00000 78200.00| 42.51000 97773.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424A288 10055.000 TON | 31.45000 316229.75| 34.00000 341870.00| 35.76000 359566.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0280 424A361 5536.000 TON | 33.87000 187504.32| 34.06000 188556.16| 36.07000 199683.52 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0290 424B282 11352.000 TON | 32.29000 366556.08| 31.20000 354182.40| 33.43000 379497.36 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0300 424B286 400.000 TON | 47.15000 18860.00| 65.00000 26000.00| 56.10000 22440.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020927002 COUNTIES : ST. CLAIR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424B582 12082.000 TON | 30.25000 365480.50| 28.99000 350257.18| 30.33000 366447.06 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0320 424B660 949.000 TON | 37.07000 35179.43| 34.00000 32266.00| 32.64000 30975.36 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0330 424C281 11885.000 TON | 30.05000 357144.25| 28.99000 344546.15| 32.56000 386975.60 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0340 424C371 127.000 TON | 40.59000 5154.93| 43.00000 5461.00| 53.23000 6760.21 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0350 428C000 49448.000 LF | 0.10000 4944.80| 0.10000 4944.80| 0.15000 7417.20 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0360 520B000 LUMP| 192848.43000 192848.43| 180000.00000 180000.00| 189000.00000 189000.00 Raising Existing Bridge,Station (Sta. | | | 396+64.95) | | | 0370 530A002 9730.000 LF | 21.15000 205789.50| 22.77000 221552.10| 26.56000 258428.80 24" Roadway Pipe (Class 3 R.C.) | | | 0380 530A828 16.000 LF | 75.35000 1205.60| 60.00000 960.00| 90.56000 1448.96 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | (Extension) | | | 0390 600A000 LUMP| 182601.78000 182601.78| 256401.20000 256401.20| 131250.00000 131250.00 Mobilization | | | 0393 601A000 1.000 EACH| 10203.62000 10203.62| 8000.00000 8000.00| 17848.19000 17848.19 Furnishing Base, Soil And Structure | | | Laboratories | | | 0395 603A002 1.000 EACH| 18139.77000 18139.77| 20000.00000 20000.00| 19493.76000 19493.76 Furnishing Type 3 Field Office | | | 0400 605A001 7194.000 LF | 4.69000 33739.86| 5.35000 38487.90| 5.60000 40286.40 Pavement Edge Drain | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020927002 COUNTIES : ST. CLAIR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 605A004 15002.000 LF | 5.20000 78010.40| 7.45000 111764.90| 7.85000 117765.70 Pavement Median Drain | | | 0420 605B000 4.000 EACH| 214.28000 857.12| 285.00000 1140.00| 300.00000 1200.00 Special Underdrain Outlet, Type A | | | 0430 605B001 105.000 EACH| 267.85000 28124.25| 305.00000 32025.00| 320.00000 33600.00 Special Underdrain Outlet, Type B | | | 0440 614A000 293.000 CUYD| 171.42000 50226.06| 210.00000 61530.00| 168.00000 49224.00 Slope Paving | | | 0450 621A004 2.000 EACH| 1339.23000 2678.46| 3250.00000 6500.00| 1312.50000 2625.00 Junction Boxes, Type 4 | | | 0460 621B004 2.000 EACH| 642.83000 1285.66| 500.00000 1000.00| 630.00000 1260.00 Junction Box Units, Type 4 | | | 0470 621C075 77.000 EACH| 3856.97000 296986.69| 4500.00000 346500.00| 3780.00000 291060.00 Inlets, Type E4 (Modified) | | | 0480 621C139 2.000 EACH| 3856.97000 7713.94| 4500.00000 9000.00| 3780.00000 7560.00 Inlets,Type E4(Special) | | | 0490 621D047 67.000 EACH| 535.69000 35891.23| 600.00000 40200.00| 525.00000 35175.00 Inlet Units, Type E4 | | | 0500 629A025 562.000 LF | 133.93000 75268.66| 120.00000 67440.00| 78.75000 44257.50 Concrete Median Or Safety Barrier, Type | | | Retrofit | | | 0510 629A055 15.000 LF | 589.26000 8838.90| 100.00000 1500.00| 577.50000 8662.50 Concrete Median Or Safety Barrier, Type | | | TES (Modified) | | | 0520 629A057 9924.000 LF | 37.50000 372150.00| 39.00000 387036.00| 36.75000 364707.00 Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0530 629A058 5055.000 LF | 58.93000 297891.15| 51.00000 257805.00| 57.75000 291926.25 Concrete Median Or Safety Barrier, Type | | | GS-54(SE) | | | 0540 629A059 23.000 LF | 133.93000 3080.39| 200.00000 4600.00| 131.25000 3018.75 Concrete Median Or Safety Barrier, Type | | | GS-54(PP) | | | 0550 630A033 10510.000 LF | 10.87000 114243.70| 9.55000 100370.50| 10.71000 112562.10 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0560 630C001 11.000 EACH| 660.74000 7268.14| 620.00000 6820.00| 651.00000 7161.00 Guardrail End Anchor, Type 8 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020927002 COUNTIES : ST. CLAIR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 630C003 4.000 EACH| 1119.00000 4476.00| 1000.00000 4000.00| 1102.50000 4410.00 Guardrail End Anchor, Type 13 | | | 0580 630C050 11.000 EACH| 1374.77000 15122.47| 1650.00000 18150.00| 1354.50000 14899.50 Guardrail End Anchor, Type 20 Series | | | 0590 630C070 4.000 EACH| 1182.94000 4731.76| 1450.00000 5800.00| 1165.50000 4662.00 Guardrail End Anchor, Type 10 Series | | | 0600 631E001 4.000 EACH| 319.71000 1278.84| 200.00000 800.00| 315.00000 1260.00 Guardrail End Anchor Type 8, Reset | | | 0610 631E011 2.000 EACH| 905.85000 1811.70| 600.00000 1200.00| 892.50000 1785.00 Guardrail End Anchor, Type 20 Series, | | | Reset | | | 0620 631F001 462.000 LF | 9.06000 4185.72| 5.00000 2310.00| 8.92000 4121.04 Steel Beam Guardrail Class A, Type 2 | | | Relocated | | | 0630 650A000 4445.000 CUYD| 6.03000 26803.35| 6.00000 26670.00| 8.40000 37338.00 Topsoil | | | 0640 652A050 7.000 ACRE| 398.51000 2789.57| 500.00000 3500.00| 630.00000 4410.00 Seeding (Mix 1A) | | | 0650 652A053 2.000 ACRE| 473.90000 947.80| 550.00000 1100.00| 735.00000 1470.00 Seeding (Mix 1E) | | | 0660 656A000 7.000 ACRE| 387.74000 2714.18| 500.00000 3500.00| 630.00000 4410.00 Mulching, Class A, Type 1 | | | 0670 656A001 2.000 ACRE| 387.74000 775.48| 550.00000 1100.00| 630.00000 1260.00 Mulching, Class A, Type 2 | | | 0680 659A000 1000.000 SQYD| 1.84000 1840.00| 1.80000 1800.00| 2.10000 2100.00 Erosion Control Netting, Class A | | | 0690 659A001 1000.000 SQYD| 1.94000 1940.00| 1.90000 1900.00| 2.10000 2100.00 Erosion Control Netting, Class B | | | 0700 665A000 6.000 ACRE| 323.11000 1938.66| 400.00000 2400.00| 420.00000 2520.00 Temporary Seeding | | | 0710 665F000 1144.000 EACH| 4.31000 4930.64| 6.00000 6864.00| 4.20000 4804.80 Hay Bales | | | 0720 665J000 14932.000 LF | 2.85000 42556.20| 2.80000 41809.60| 3.15000 47035.80 Silt Fence, Type A | | | 0730 666A001 9.000 ACRE| 0.54000 4.86| 25.00000 225.00| 42.00000 378.00 Pest Control Treatment | | | 0740 680A000 LUMP| 78227.76000 78227.76| 100000.00000 100000.00| 128625.00000 128625.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020927002 COUNTIES : ST. CLAIR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 701A028 1.000 MILE| 2142.76000 2142.76| 2000.00000 2000.00| 1102.50000 1102.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0760 701A048 1.000 MILE| 2678.45000 2678.45| 2500.00000 2500.00| 1417.50000 1417.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0770 701C000 23.000 MILE| 374.98000 8624.54| 300.00000 6900.00| 315.00000 7245.00 Broken Temporary Traffic Stripe | | | 0780 701C001 35.000 MILE| 321.41000 11249.35| 350.00000 12250.00| 417.41000 14609.35 Solid Temporary Traffic Stripe | | | 0790 701C006 4.000 MILE| 6428.28000 25713.12| 6000.00000 24000.00| 4095.00000 16380.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0800 701D007 6.000 MILE| 1607.07000 9642.42| 1500.00000 9000.00| 1230.60000 7383.60 Solid Traffic Stripe Removed (Paint) | | | 0810 701D009 4.000 MILE| 1071.38000 4285.52| 1000.00000 4000.00| 525.00000 2100.00 Solid Traffic Stripe Removed (Tape) | | | 0820 701G125 566.000 LF | 4.36000 2467.76| 4.07000 2303.62| 3.99000 2258.34 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0830 701G133 566.000 LF | 4.49000 2541.34| 4.19000 2371.54| 4.00000 2264.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0840 702A040 11.000 MILE| 2115.98000 23275.78| 1975.00000 21725.00| 2144.10000 23585.10 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0850 702A041 6.000 MILE| 4606.93000 27641.58| 4300.00000 25800.00| 4357.50000 26145.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0860 702A043 7.000 MILE| 4606.93000 32248.51| 4300.00000 30100.00| 4357.50000 30502.50 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0870 702B011 3722.000 LF | 2.04000 7592.88| 1.90000 7071.80| 1.73000 6439.06 Dotted Profiled Traffic Stripe (6" Wide | | | 0880 703A000 1659.000 SQFT| 1.39000 2306.01| 1.30000 2156.70| 1.94000 3218.46 Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020927002 COUNTIES : ST. CLAIR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 703D001 2040.000 SQFT| 1.39000 2835.60| 1.30000 2652.00| 1.42000 2896.80 Temporary Traffic Control Markings | | | 0900 705A011 4810.000 EACH| 4.82000 23184.20| 4.50000 21645.00| 5.25000 25252.50 Pavement Markers, Class C, Type 1-A | | | 0910 705A012 1393.000 EACH| 4.82000 6714.26| 4.50000 6268.50| 5.25000 7313.25 Pavement Markers, Class C, Type 1-B | | | 0920 705A022 157.000 EACH| 4.82000 756.74| 4.50000 706.50| 5.25000 824.25 Pavement Markers, Class C, Type 2-C | | | 0930 705A030 370.000 EACH| 5.62000 2079.40| 5.25000 1942.50| 5.25000 1942.50 Pavement Markers, Class A-H, Type 2-C | | | 0940 705A031 1561.000 EACH| 5.36000 8366.96| 5.00000 7805.00| 5.25000 8195.25 Pavement Markers, Class A-H, Type 1-A | | | 0950 705A032 708.000 EACH| 5.36000 3794.88| 5.00000 3540.00| 5.25000 3717.00 Pavement Markers, Class A-H, Type 1-B | | | 0960 705A037 22.000 EACH| 5.62000 123.64| 5.25000 115.50| 5.25000 115.50 Pavement Markers, Class A-H, Type 2-D | | | 0970 707G000 750.000 EACH| 7.94000 5955.00| 5.00000 3750.00| 10.50000 7875.00 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 0980 710A115 266.000 SQFT| 30.61000 8142.26| 31.00000 8246.00| 32.55000 8658.30 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0990 710B001 78.000 LF | 5.95000 464.10| 7.50000 585.00| 7.87000 613.86 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1000 711A000 LUMP| 4102.99000 4102.99| 3850.00000 3850.00| 4042.50000 4042.50 Roadway Sign Relocation | | | 1010 721A000 1.000 EACH| 5861.41000 5861.41| 2500.00000 2500.00| 5775.00000 5775.00 Vehicular Impact Attenuator Relocation | | | 1020 731A001 2.000 EACH| 6428.28000 12856.56| 5000.00000 10000.00| 6300.00000 12600.00 Traffic Counting Units, Type B | | | 1030 740B000 3160.000 SQFT| 7.94000 25090.40| 7.95000 25122.00| 7.79000 24616.40 Construction Signs | | | 1040 740C000 373.000 SQFT| 8.50000 3170.50| 7.95000 2965.35| 8.35000 3114.55 Special Construction Signs | | | 1050 740D000 1380.000 EACH| 60.09000 82924.20| 56.18000 77528.40| 58.98000 81392.40 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20020927002 COUNTIES : ST. CLAIR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01018 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 740E000 210.000 EACH| 10.77000 2261.70| 12.50000 2625.00| 21.87000 4592.70 Cones (36 Inches High) | | | 1070 740F002 4.000 EACH| 232.42000 929.68| 159.00000 636.00| 228.00000 912.00 Barricades, Type III | | | 1080 740I005 2.000 EACH| 436.49000 872.98| 774.00000 1548.00| 428.50000 857.00 Warning Lights, Type B (Detachable Head | | | 1090 740L004 600.000 EACH| 64.62000 38772.00| 68.90000 41340.00| 63.44000 38064.00 Vertical Panel Type II, Single-Sided | | | 1100 740M001 210.000 EACH| 7.09000 1488.90| 6.50000 1365.00| 8.20000 1722.00 Ballast For Cone | | | 1110 741C010 2.000 EACH| 3968.07000 7936.14| 2000.00000 4000.00| 4475.00000 8950.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1120 742A001 2.000 EACH| 12924.59000 25849.18| 12000.00000 24000.00| 6329.00000 12658.00 Portable Changeable Message Sign, Type | | | 1130 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,491,975.24| $ 6,509,871.77| $ 6,887,525.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,491,975.24| $ 6,509,871.77| $ 6,887,525.81 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : MGF-0076(500) for constructing the Relocation (Grade, Drainage, Pavement and Bridge) of U.S.#43 from just south of Tom Montgomery Road to south of C.R.#56 north of Northport. Length 0.969 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 4,225,675.41 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 4,418,785.34 104.5699% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 4,729,272.66 111.9176% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |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| 233000.00000 233000.00| 10000.00000 10000.00| 266000.00000 266000.00 Clearing & Grubbing (Approximately 28 | | | Acres) | | | 0020 205A001 1.000 EACH| 2500.00000 2500.00| 500.00000 500.00| 600.00000 600.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 2500.00000 2500.00| 500.00000 500.00| 600.00000 600.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 2500.00000 2500.00| 5000.00000 5000.00| 800.00000 800.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 2500.00000 2500.00| 500.00000 500.00| 200.00000 200.00 Removal Of Structures, Structure No. 4 | | | 0060 206A000 LUMP| 7500.00000 7500.00| 20000.00000 20000.00| 19000.00000 19000.00 Removal Of Old Bridge, Station 224+05. | | | 939 | | | 0070 206C013 107.000 SQYD| 15.00000 1605.00| 15.00000 1605.00| 35.00000 3745.00 Removing Bridge End Slab | | | 0080 206D000 1434.000 LF | 5.52000 7915.68| 5.00000 7170.00| 3.00000 4302.00 Removing Pipe | | | 0090 206D001 454.000 LF | 0.50000 227.00| 2.50000 1135.00| 3.00000 1362.00 Removing Guardrail | | | 0100 206D002 90.000 LF | 3.92000 352.80| 2.00000 180.00| 2.00000 180.00 Removing Curb | | | 0110 206D003 1150.000 LF | 3.98000 4577.00| 2.00000 2300.00| 1.00000 1150.00 Removing Curb And Gutter | | | 0120 206E000 8.000 EACH| 414.10000 3312.80| 300.00000 2400.00| 100.00000 800.00 Removing Headwalls | | | 0130 206E001 4.000 EACH| 803.26000 3213.04| 300.00000 1200.00| 200.00000 800.00 Removing Inlets | | | 0140 206E019 1.000 EACH| 50.00000 50.00| 89.00000 89.00| 110.00000 110.00 Removing Guardrail End Anchor (Type 10) | | | 0150 210A000 22875.000 CUYD| 2.50000 57187.50| 3.00000 68625.00| 1.80000 41175.00 Unclassified Excavation | | | 0160 210B000 2526.000 CUYD| 5.00000 12630.00| 2.50000 6315.00| 6.50000 16419.00 Channel Excavation | | | 0170 210D011 47202.000 CUYD| 6.50000 306813.00| 6.55000 309173.10| 4.00000 188808.00 Borrow Excavation (A-4 or Better) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 214A000 281.000 CUYD| 8.00000 2248.00| 4.25000 1194.25| 9.00000 2529.00 Structure Excavation | | | 0190 214B001 68.000 CUYD| 27.73000 1885.64| 26.50000 1802.00| 22.00000 1496.00 Foundation Backfill, Commercial | | | 0200 215A000 960.000 CUYD| 8.50000 8160.00| 15.00000 14400.00| 15.00000 14400.00 Unclassified Bridge Excavation | | | 0210 215B000 LUMP| 130000.00000 130000.00| 75000.00000 75000.00| 71250.00000 71250.00 Cofferdams Or Sheeting And Shoring, Sta | | | 222+93 | | | 0220 230A000 54.000 RBST| 297.34000 16056.36| 600.00000 32400.00| 600.00000 32400.00 Roadbed Processing | | | 0230 301A004 7171.000 SQYD| 3.25000 23305.75| 3.61000 25887.31| 3.61000 25887.31 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0240 301A008 1717.000 SQYD| 5.00000 8585.00| 4.75000 8155.75| 4.75000 8155.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0250 301A012 44188.000 SQYD| 4.30000 190008.40| 4.90000 216521.20| 4.90000 216521.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0260 305B060 1000.000 TON | 14.00000 14000.00| 20.00000 20000.00| 16.30000 16300.00 Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0270 327E000 8890.000 TON | 30.00000 266700.00| 30.00000 266700.00| 31.00000 275590.00 Permeable Asphalt Treated Base | | | 0280 401A000 10051.000 SQYD| 0.38000 3819.38| 0.38000 3819.38| 0.38000 3819.38 Bituminous Treatment A | | | 0290 401A043 35140.000 SQYD| 1.00000 35140.00| 1.00000 35140.00| 1.00000 35140.00 Bituminous Treatment AE | | | 0300 405A000 6500.000 GAL | 1.00000 6500.00| 1.00000 6500.00| 1.00000 6500.00 Tack Coat | | | 0310 410C000 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Contractor Retained Profilograph | | | 0320 420A011 1606.000 TON | 52.50000 84315.00| 53.50000 85921.00| 53.50000 85921.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0330 424A360 2685.000 TON | 36.62000 98324.70| 37.62000 101009.70| 37.62000 101009.70 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 424A366 100.000 TON | 44.00000 4400.00| 44.00000 4400.00| 44.00000 4400.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0350 424A369 500.000 TON | 62.00000 31000.00| 63.00000 31500.00| 63.00000 31500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0360 424B651 6819.000 TON | 31.25000 213093.75| 32.29000 220185.51| 32.29000 220185.51 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0370 424B655 100.000 TON | 75.00000 7500.00| 75.00000 7500.00| 150.00000 15000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0380 424B659 500.000 TON | 32.29000 16145.00| 32.29000 16145.00| 32.29000 16145.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0390 424B662 258.000 TON | 62.00000 15996.00| 63.00000 16254.00| 63.00000 16254.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0400 424B682 6714.000 TON | 31.25000 209812.50| 32.29000 216795.06| 32.29000 216795.06 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0410 424B689 50.000 TON | 62.00000 3100.00| 63.00000 3150.00| 75.00000 3750.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0420 424B692 100.000 TON | 62.00000 6200.00| 63.00000 6300.00| 63.00000 6300.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0430 424B693 135.000 TON | 62.00000 8370.00| 63.00000 8505.00| 63.00000 8505.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 428C000 9647.000 LF | 0.25000 2411.75| 0.25000 2411.75| 0.25000 2411.75 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0450 450B000 276.000 SQYD| 65.00000 17940.00| 75.00000 20700.00| 85.00000 23460.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0460 502A000 102600.000 LB | 0.40000 41040.00| 0.50000 51300.00| 0.60000 61560.00 Steel Reinforcement | | | 0470 502B000 LUMP| 63000.00000 63000.00| 70000.00000 70000.00| 80000.00000 80000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 222+93 Approx. | | | 139900 LBS | | | 0480 503A000 200.000 CUYD| 1.00000 200.00| 75.00000 15000.00| 85.00000 17000.00 Seal Concrete | | | 0490 505A002 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| 1717.00000 1717.00 Steel Test Piles (HP 12x53) | | | 0500 505A004 1.000 EACH| 1100.00000 1100.00| 1750.00000 1750.00| 2000.00000 2000.00 Steel Test Piles (HP 14x73) | | | 0510 505B057 1.000 EACH| 5000.00000 5000.00| 4000.00000 4000.00| 4600.00000 4600.00 Static Loading Tests (HP 12x53) | | | 0520 505B059 1.000 EACH| 7000.00000 7000.00| 5000.00000 5000.00| 4730.00000 4730.00 Static Loading Tests (HP 14x73) | | | 0530 505B087 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 570.00000 570.00 Dynamic Loading Tests (HP 12x53) | | | 0540 505B089 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 575.00000 575.00 Dynamic Loading Tests (HP 14x73) | | | 0550 505M002 1965.000 LF | 30.00000 58950.00| 24.00000 47160.00| 27.00000 53055.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0560 505M004 5150.000 LF | 28.00000 144200.00| 27.00000 139050.00| 31.00000 159650.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0570 508A000 18380.000 LB | 2.00000 36760.00| 2.00000 36760.00| 2.25000 41355.00 Structural Steel | | | 0580 510A000 671.000 CUYD| 350.00000 234850.00| 280.00000 187880.00| 280.00000 187880.00 Bridge Substructure Concrete, Class A | | | 0590 510C051 LUMP| 264000.00000 264000.00| 475000.00000 475000.00| 470000.00000 470000.00 Bridge Concrete Superstructure, Sta. | | | 222+93 Approx. 724 CU YDS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 510E000 2755.000 SQYD| 1.80000 4959.00| 2.50000 6887.50| 3.00000 8265.00 Grooving Concrete Bridge Decks | | | 0610 511A001 96.000 EACH| 150.00000 14400.00| 200.00000 19200.00| 230.00000 22080.00 Elastomeric Bearings, Type 2 | | | 0620 513B005 3776.000 LF | 100.00000 377600.00| 130.00000 490880.00| 150.00000 566400.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0630 530A002 347.000 LF | 22.46000 7793.62| 45.00000 15615.00| 32.00000 11104.00 24" Roadway Pipe (Class 3 R.C.) | | | 0640 530A661 117.000 LF | 18.76000 2194.92| 31.00000 3627.00| 26.00000 3042.00 18" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0650 530B002 87.000 LF | 35.04000 3048.48| 58.00000 5046.00| 42.00000 3654.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0660 535A001 156.000 LF | 15.37000 2397.72| 20.00000 3120.00| 24.00000 3744.00 18" Side Drain Pipe | | | 0670 535A003 57.000 LF | 26.83000 1529.31| 42.00000 2394.00| 31.00000 1767.00 30" Side Drain Pipe | | | 0680 535A004 167.000 LF | 31.17000 5205.39| 55.00000 9185.00| 35.00000 5845.00 36" Side Drain Pipe | | | 0690 600A000 LUMP| 220350.00000 220350.00| 302781.25000 302781.25| 380000.00000 380000.00 Mobilization | | | 0700 601A000 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 11500.00000 11500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0710 602A000 9.000 EACH| 83.22000 748.98| 135.00000 1215.00| 120.00000 1080.00 Right Of Way Markers | | | 0720 605A002 9008.000 LF | 4.75000 42788.00| 5.00000 45040.00| 3.60000 32428.80 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0730 605B000 20.000 EACH| 291.96000 5839.20| 216.29000 4325.80| 300.00000 6000.00 Special Underdrain Outlet, Type A | | | 0740 606A000 1000.000 LF | 8.00000 8000.00| 6.00000 6000.00| 12.00000 12000.00 6" Underdrain Pipe | | | 0750 610C001 3687.000 TON | 16.11000 59397.57| 20.00000 73740.00| 18.00000 66366.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 610D003 3014.000 SQYD| 1.55000 4671.70| 2.00000 6028.00| 2.00000 6028.00 Filter Blanket, Geotextile | | | 0770 614A000 429.000 CUYD| 225.00000 96525.00| 201.54000 86460.66| 160.00000 68640.00 Slope Paving | | | 0780 619A101 8.000 EACH| 560.00000 4480.00| 521.36000 4170.88| 540.00000 4320.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0790 619A102 4.000 EACH| 633.00000 2532.00| 620.74000 2482.96| 600.00000 2400.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0800 619A128 2.000 EACH| 1266.00000 2532.00| 1172.66000 2345.32| 1500.00000 3000.00 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0810 619A129 4.000 EACH| 1758.00000 7032.00| 1738.13000 6952.52| 1800.00000 7200.00 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 0820 619A272 2.000 EACH| 1653.00000 3306.00| 882.02000 1764.04| 1100.00000 2200.00 24" Side Drain Pipe End Treatment, | | | Class 1, (Double Line) | | | 0830 619B117 2.000 EACH| 936.00000 1872.00| 723.20000 1446.40| 660.00000 1320.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0840 620A000 1.000 CUYD| 1022.00000 1022.00| 585.36000 585.36| 300.00000 300.00 Minor Structure Concrete | | | 0850 623C003 337.000 LF | 15.00000 5055.00| 11.01000 3710.37| 15.00000 5055.00 Combination Curb & Gutter, Type C | | | (Modified) | | | 0860 630A001 438.000 LF | 12.00000 5256.00| 11.20000 4905.60| 14.00000 6132.00 Steel Beam Guardrail, Class A, Type 2 | | | 0870 630C003 4.000 EACH| 900.00000 3600.00| 1050.00000 4200.00| 1300.00000 5200.00 Guardrail End Anchor, Type 13 | | | 0880 630C070 5.000 EACH| 1300.00000 6500.00| 1100.00000 5500.00| 1380.00000 6900.00 Guardrail End Anchor, Type 10 Series | | | 0890 636A002 756.000 LF | 3.88000 2933.28| 4.00000 3024.00| 5.60000 4233.60 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0900 650A000 2750.000 CUYD| 5.00000 13750.00| 7.00000 19250.00| 6.80000 18700.00 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 650B000 4249.000 CUYD| 3.00000 12747.00| 4.00000 16996.00| 3.80000 16146.20 Topsoil From Stockpiles | | | 0920 651B000 22.000 TON | 34.94000 768.68| 30.00000 660.00| 36.00000 792.00 Agricultural Limestone | | | 0930 652A054 3.000 ACRE| 521.54000 1564.62| 750.00000 2250.00| 540.00000 1620.00 Seeding (Mix 2A) | | | 0940 652A056 3.000 ACRE| 548.10000 1644.30| 750.00000 2250.00| 540.00000 1620.00 Seeding (Mix 2E) | | | 0950 652B053 5.000 ACRE| 496.00000 2480.00| 500.00000 2500.00| 400.00000 2000.00 Temporary Seeding (Mix 2AT) | | | 0960 652C000 11.000 ACRE| 53.22000 585.42| 50.00000 550.00| 60.00000 660.00 Mowing | | | 0970 652D054 5.000 ACRE| 578.50000 2892.50| 600.00000 3000.00| 400.00000 2000.00 Seeding In Stubble (Mix 2A) | | | 0980 654A001 908.000 SQYD| 3.95000 3586.60| 4.25000 3859.00| 5.00000 4540.00 Solid Sodding (Bermuda) | | | 0990 656A000 11.000 ACRE| 500.49000 5505.39| 500.00000 5500.00| 480.00000 5280.00 Mulching, Class A, Type 1 | | | 1000 659A010 2000.000 SQYD| 1.56000 3120.00| 2.00000 4000.00| 1.60000 3200.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 1010 665A000 1.000 ACRE| 468.14000 468.14| 400.00000 400.00| 480.00000 480.00 Temporary Seeding | | | 1020 665B000 1.000 ACRE| 414.22000 414.22| 400.00000 400.00| 480.00000 480.00 Temporary Mulching | | | 1030 665F000 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| 7.00000 1400.00 Hay Bales | | | 1040 665G000 50.000 EACH| 1.00000 50.00| 3.00000 150.00| 1.80000 90.00 Sand Bags | | | 1050 665I000 950.000 TON | 25.00000 23750.00| 25.00000 23750.00| 24.00000 22800.00 Temporary Riprap, Class 2 | | | 1060 665J000 21350.000 LF | 0.50000 10675.00| 2.00000 42700.00| 3.80000 81130.00 Silt Fence, Type A | | | 1070 665K000 100.000 CUYD| 6.21000 621.00| 10.00000 1000.00| 8.60000 860.00 Drainage Sump Excavation | | | 1080 665L000 250.000 LF | 20.75000 5187.50| 20.00000 5000.00| 9.00000 2250.00 Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1090 666A001 11.000 ACRE| 35.54000 390.94| 40.00000 440.00| 40.00000 440.00 Pest Control Treatment | | | 1100 680A000 LUMP| 140000.00000 140000.00| 65000.00000 65000.00| 60000.00000 60000.00 Engineering Controls | | | 1110 701A006 1.000 MILE| 650.00000 650.00| 750.00000 750.00| 525.00000 525.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 1120 701A014 1.000 MILE| 650.00000 650.00| 750.00000 750.00| 525.00000 525.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 1130 701B002 460.000 LF | 1.25000 575.00| 0.30000 138.00| 0.60000 276.00 Dotted Class 1, Type A Traffic Stripe | | | (6" Wide) | | | 1140 701C000 8.000 MILE| 650.00000 5200.00| 340.00000 2720.00| 320.00000 2560.00 Broken Temporary Traffic Stripe | | | 1150 701C001 12.000 MILE| 650.00000 7800.00| 380.00000 4560.00| 450.00000 5400.00 Solid Temporary Traffic Stripe | | | 1160 701D008 1.000 MILE| 2500.00000 2500.00| 1500.00000 1500.00| 1520.00000 1520.00 Solid Traffic Stripe Removed (Plastic) | | | 1170 701E003 1280.000 LF | 1.61000 2060.80| 1.50000 1920.00| 4.30000 5504.00 Solid Temporary Traffic Stripe (Tape) | | | 1180 701G121 640.000 LF | 2.09000 1337.60| 1.74000 1113.60| 2.10000 1344.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1190 701G125 640.000 LF | 2.09000 1337.60| 3.48000 2227.20| 4.30000 2752.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1200 701G129 640.000 LF | 2.18000 1395.20| 1.80000 1152.00| 1.70000 1088.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1210 701G133 640.000 LF | 2.18000 1395.20| 3.64000 2329.60| 4.30000 2752.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1220 701H002 1280.000 LF | 0.47000 601.60| 1.00000 1280.00| 0.20000 256.00 Solid Traffic Stripe Removed (Tape) | | | 1230 702A040 2.000 MILE| 3500.00000 7000.00| 2500.00000 5000.00| 2740.00000 5480.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 702A041 3.000 MILE| 3500.00000 10500.00| 4800.00000 14400.00| 5.00000 15.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1250 702A042 2.000 MILE| 3500.00000 7000.00| 2500.00000 5000.00| 2700.00000 5400.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1260 702A043 3.000 MILE| 3500.00000 10500.00| 4800.00000 14400.00| 4800.00000 14400.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1270 702B011 1425.000 LF | 1.38000 1966.50| 1.85000 2636.25| 1.80000 2565.00 Dotted Profiled Traffic Stripe (6" Wide | | | 1280 703A000 344.000 SQFT| 0.58000 199.52| 1.30000 447.20| 2.10000 722.40 Traffic Control Markings, Class 1, Type | | | A | | | 1290 703A002 1362.000 SQFT| 1.38000 1879.56| 1.90000 2587.80| 3.00000 4086.00 Traffic Control Markings, Class 2, Type | | | A | | | 1300 703B002 135.000 SQFT| 1.38000 186.30| 2.90000 391.50| 3.70000 499.50 Traffic Control Legends, Class 2, Type | | | 1310 703C001 550.000 SQFT| 2.38000 1309.00| 3.00000 1650.00| 3.40000 1870.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1320 703D001 440.000 SQFT| 0.58000 255.20| 1.30000 572.00| 1.70000 748.00 Temporary Traffic Control Markings | | | 1330 705A011 55.000 EACH| 8.00000 440.00| 4.50000 247.50| 5.70000 313.50 Pavement Markers, Class C, Type 1-A | | | 1340 705A012 55.000 EACH| 8.00000 440.00| 4.50000 247.50| 5.70000 313.50 Pavement Markers, Class C, Type 1-B | | | 1350 705A023 112.000 EACH| 8.00000 896.00| 4.50000 504.00| 6.30000 705.60 Pavement Markers, Class C, Type 2-D | | | 1360 705A024 100.000 EACH| 8.00000 800.00| 4.50000 450.00| 6.30000 630.00 Pavement Markers, Class C, Type 2-E | | | 1370 705A030 50.000 EACH| 8.00000 400.00| 5.25000 262.50| 6.30000 315.00 Pavement Markers, Class A-H, Type 2-C | | | 1380 705A031 200.000 EACH| 8.00000 1600.00| 5.00000 1000.00| 6.30000 1260.00 Pavement Markers, Class A-H, Type 1-A | | | 1390 705A032 684.000 EACH| 8.00000 5472.00| 5.00000 3420.00| 6.30000 4309.20 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 705A037 220.000 EACH| 8.00000 1760.00| 5.25000 1155.00| 5.70000 1254.00 Pavement Markers, Class A-H, Type 2-D | | | 1410 705A038 150.000 EACH| 8.00000 1200.00| 5.25000 787.50| 6.30000 945.00 Pavement Markers, Class A-H, Type 2-E | | | 1420 710A115 97.000 SQFT| 11.90000 1154.30| 22.50000 2182.50| 14.00000 1358.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1430 710A125 9.000 SQFT| 12.00000 108.00| 22.50000 202.50| 6.60000 59.40 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1440 710A126 38.000 SQFT| 12.00000 456.00| 28.50000 1083.00| 14.50000 551.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1450 710B001 252.000 LF | 5.50000 1386.00| 8.10000 2041.20| 14.50000 3654.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1460 726A000 520.000 LF | 30.00000 15600.00| 30.00000 15600.00| 36.00000 18720.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1470 740B000 819.000 SQFT| 7.50000 6142.50| 9.06250 7422.19| 8.70000 7125.30 Construction Signs | | | 1480 740D000 350.000 EACH| 53.00000 18550.00| 68.75000 24062.50| 55.00000 19250.00 Channelizing Drums | | | 1490 740E000 100.000 EACH| 1.50000 150.00| 15.00000 1500.00| 10.00000 1000.00 Cones (36 Inches High) | | | 1500 740F002 12.000 EACH| 240.00000 2880.00| 287.50000 3450.00| 230.00000 2760.00 Barricades, Type III | | | 1510 740I005 6.000 EACH| 420.00000 2520.00| 473.43750 2840.63| 300.00000 1800.00 Warning Lights, Type B (Detachable Head | | | 1520 740M001 100.000 EACH| 1.50000 150.00| 10.00000 1000.00| 6.00000 600.00 Ballast For Cone | | | 1530 741C010 1.000 EACH| 4000.00000 4000.00| 5625.00000 5625.00| 4500.00000 4500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020927004 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1540 742A001 2.000 EACH| 10000.00000 20000.00| 12500.00000 25000.00| 9000.00000 18000.00 Portable Changeable Message Sign, Type | | | 1550 999 000 2500.000 HOUR| 0.80000 2000.00| 0.80000 2000.00| 0.80000 2000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,225,675.41| $ 4,418,785.34| $ 4,729,272.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,225,675.41| $ 4,418,785.34| $ 4,729,272.66 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 280 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNHF-157(500) for constructing the Additional Lanes (Including Bridge Culverts) on S.R.#157 from the existing four lane near the Cullman County line to the Lawrence County line. Length 12.659 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23045 WATERS BROTHERS CONTRACTORS, INC. $ 6,060,053.67 100.0000% 2 18024 RACON, INC. $ 6,264,165.15 103.3681% 3 01018 APAC-ALABAMA, INC. $ 6,372,643.69 105.1582% 4 08077 HASTINGS GENERAL CONTRACTING, INC. $ 6,870,433.55 113.3725% 5 30002 ELLARD CONTRACTING CO., INC. & ELLARD CONSTRUCTION, INC. $ 7,149,520.13 117.9778% 6 19074 S & M EQUIPMENT CO., INC. $ 7,559,659.40 124.7457% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23045 |( 2 ) 18024 |( 3 ) 01018 |WATERS BROTHERS CONTRACTORS |RACON, INC. |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| 450000.00000 450000.00| 430152.00000 430152.00| 95383.71000 95383.71 Clearing & Grubbing (Approximately 50 | | | Hectares) | | | 0020 204A000M 4.000 EACH| 496.39220 1985.57| 1000.00000 4000.00| 705.00000 2820.00 Closing Water Well | | | 0030 205A001M 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002M 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003M 1.000 EACH| 1.00000 1.00| 5000.00000 5000.00| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004M 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 4 | | | 0070 206D000M 318.000 M | 7.88060 2506.03| 16.25000 5167.50| 4.85000 1542.30 Removing Pipe | | | 0080 210A000M 329196.000 M3 | 4.57780 1506993.45| 4.26000 1402374.96| 4.33000 1425418.68 Unclassified Excavation | | | 0090 210D000M 115076.000 M3 | 0.32700 37629.85| 2.00000 230152.00| 3.56000 409670.56 Borrow Excavation | | | 0100 210D011M 7558.000 M3 | 3.57620 27028.92| 6.00000 45348.00| 4.26000 32197.08 Borrow Excavation (A-4 Or Better) | | | 0110 214A000M 9321.000 M3 | 26.15900 243828.04| 10.50000 97870.50| 0.01000 93.21 Structure Excavation | | | 0120 214B001M 2671.000 M3 | 26.15900 69870.69| 24.00000 64104.00| 19.36000 51710.56 Foundation Backfill, Commercial | | | 0130 224A000M 200.000 M3 | 4.70860 941.72| 2.00000 400.00| 1.85000 370.00 Lime Sink Excavation | | | 0140 224C000M 450.000 MTON| 10.61530 4776.89| 20.00000 9000.00| 9.60000 4320.00 Special Backfill For Lime Sink, ALDOT | | | #467 or #57 | | | 0150 224D000M 25.000 M3 | 108.78220 2719.56| 75.00000 1875.00| 117.89000 2947.25 Concrete Seal For Lime Sink | | | 0160 230A000M 11.000 RBST| 223.70000 2460.70| 1075.00000 11825.00| 574.95000 6324.45 Roadbed Processing | | | 0170 243A010M 11180.000 M2 | 5.38450 60198.71| 3.75000 41925.00| 3.48000 38906.40 Geosynthetic Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23045 |( 2 ) 18024 |( 3 ) 01018 |WATERS BROTHERS CONTRACTORS |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 301A004M 22236.000 M2 | 2.79000 62038.44| 3.00000 66708.00| 3.07000 68264.52 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0190 301A012M 33177.000 M2 | 4.17000 138348.09| 4.60000 152614.20| 3.59000 119105.43 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0200 305B061M 250.000 MTON| 17.18620 4296.55| 20.00000 5000.00| 7.74000 1935.00 Coarse Aggregate, Section 801, For | | | Miscellaneous Use, ALDOT #410 | | | 0210 306E000M 1.000 EACH| 5840.00000 5840.00| 8500.00000 8500.00| 7260.74000 7260.74 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal Of Existing Device) | | | 0220 327E000M 2455.000 MTON| 28.81000 70728.55| 27.59000 67733.45| 28.97000 71121.35 Permeable Asphalt Treated Base | | | 0230 401A000M 21839.000 M2 | 0.45000 9827.55| 0.43000 9390.77| 0.45000 9827.55 Bituminous Treatment A | | | 0240 401A043M 9350.000 SQ M| 2.15000 20102.50| 1.85000 17297.50| 1.49000 13931.50 Bituminous Treatment AE | | | 0250 405A000M 31272.000 L | 0.26000 8130.72| 0.32000 10007.04| 0.34000 10632.48 Tack Coat | | | 0260 424A281M 1378.000 MTON| 45.06000 62092.68| 36.55000 50365.90| 38.38000 52887.64 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424A361M 1783.000 MTON| 40.33000 71908.39| 44.78000 79842.74| 47.02000 83836.66 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424A367M 40.000 MTON| 36.10000 1444.00| 44.78000 1791.20| 47.02000 1880.80 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,19.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 424B282M 2730.000 MTON| 34.76000 94894.80| 30.18000 82391.40| 31.69000 86513.70 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23045 |( 2 ) 18024 |( 3 ) 01018 |WATERS BROTHERS CONTRACTORS |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 424B290M 10.000 MTON| 38.58000 385.80| 61.00000 610.00| 64.05000 640.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0310 424B582M 2771.000 MTON| 29.68000 82243.28| 28.60000 79250.60| 30.03000 83213.13 Superpave Bituminous Concrete Lower | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0320 424B651M 2532.000 MTON| 32.24000 81631.68| 28.60000 72415.20| 30.03000 76035.96 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0330 424B652M 465.000 MTON| 29.68000 13801.20| 28.60000 13299.00| 30.03000 13963.95 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0340 424B682M 480.000 MTON| 29.93000 14366.40| 28.60000 13728.00| 30.03000 14414.40 Superpave Bituminous Concrete Lower | | | Binder Layer, 37.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 424C281M 2816.000 MTON| 29.68000 83578.88| 28.60000 80537.60| 30.03000 84564.48 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0360 424C361M 495.000 MTON| 29.93000 14815.35| 28.60000 14157.00| 30.03000 14864.85 Superpave Bituminous Concrete Base | | | Layer, 37.5mm Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0370 430B018M 1800.000 MTON| 12.12540 21825.72| 15.71000 28278.00| 10.64000 19152.00 Aggregate Surfacing (ALDOT #410 | | | Modified or #467) | | | 0380 502A000M 265057.000 KG | 0.42330 112198.63| 1.00000 265057.00| 0.89000 235900.73 Steel Reinforcement | | | 0390 524A011M 1015.000 M3 | 359.22090 364609.21| 350.00000 355250.00| 352.80000 358092.00 Culvert Concrete (Cast In Place) | | | 0400 524B011M 1582.000 M3 | 266.86750 422184.39| 350.00000 553700.00| 352.80000 558129.60 Culvert Concrete Extension (Cast In | | | Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23045 |( 2 ) 18024 |( 3 ) 01018 |WATERS BROTHERS CONTRACTORS |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 530A001M 1388.000 M | 47.60790 66079.77| 61.59000 85486.92| 81.04000 112483.52 450 mm Roadway Pipe (Class 3 R.C.) | | | 0420 530A002M 421.000 M | 64.26280 27054.64| 83.42000 35119.82| 100.52000 42318.92 600 mm Roadway Pipe (Class 3 R.C.) | | | 0430 530A003M 111.000 M | 85.55170 9496.24| 111.25000 12348.75| 130.89000 14528.79 750 mm Roadway Pipe (Class 3 R.C.) | | | 0440 530A004M 99.000 M | 109.24510 10815.26| 142.50000 14107.50| 155.76000 15420.24 900 mm Roadway Pipe (Class 3 R.C.) | | | 0450 530A005M 38.000 M | 134.02400 5092.91| 175.61000 6673.18| 198.56000 7545.28 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0460 530A006M 71.000 M | 166.04760 11789.38| 207.60000 14739.60| 231.31000 16423.01 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0470 530A101M 8.000 M | 55.20680 441.65| 140.38000 1123.04| 117.11000 936.88 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A102M 6.000 M | 71.89560 431.37| 159.54000 957.24| 147.81000 886.86 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0490 530A104M 8.000 M | 116.39680 931.17| 211.56000 1692.48| 205.80000 1646.40 900 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 530A661M 12.000 M | 55.42560 665.11| 71.32000 855.84| 69.39000 832.68 450 mm Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0510 530B002M 8.000 M | 93.17310 745.38| 126.33000 1010.64| 160.28000 1282.24 725 mm Span X 460 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0520 530B003M 37.000 M | 117.61930 4351.91| 150.94000 5584.78| 158.68000 5871.16 920 mm Span X 570 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0530 530B004M 101.000 M | 156.82590 15839.42| 201.52000 20353.52| 213.86000 21599.86 1110 mm Span X 675 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0540 530B005M 87.000 M | 194.60500 16930.64| 240.95000 20962.65| 265.96000 23138.52 1300 mm Span X 795 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0550 535A001M 105.000 M | 48.06050 5046.35| 66.32000 6963.60| 67.17000 7052.85 450 mm Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23045 |( 2 ) 18024 |( 3 ) 01018 |WATERS BROTHERS CONTRACTORS |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 535A002M 38.000 M | 55.69310 2116.34| 86.51000 3287.38| 78.82000 2995.16 600 mm Side Drain Pipe | | | 0570 535A004M 18.000 M | 79.01720 1422.31| 157.91000 2842.38| 105.24000 1894.32 900 mm Side Drain Pipe | | | 0580 535A006M 15.000 M | 115.36050 1730.41| 232.73000 3490.95| 167.35000 2510.25 1200 mm Side Drain Pipe | | | 0590 600A000M LUMP| 530000.00000 530000.00| 352000.00000 352000.00| 859399.85000 859399.85 Mobilization | | | 0600 601A000M 1.000 EACH| 17532.21000 17532.21| 5000.00000 5000.00| 4968.48000 4968.48 Furnishing Base, Soil And Structure | | | Laboratories | | | 0610 602A000M 198.000 EACH| 99.36930 19675.12| 76.41000 15129.18| 152.56000 30206.88 Right Of Way Markers | | | 0620 602B000M 2.000 EACH| 114.36930 228.74| 125.72000 251.44| 171.07000 342.14 Land Survey Markers | | | 0630 603A002M 1.000 EACH| 12864.43000 12864.43| 15000.00000 15000.00| 20446.55000 20446.55 Furnishing Type 3 Field Office | | | 0640 605A002M 2123.000 M | 15.01610 31879.18| 15.75000 33437.25| 29.83000 63329.09 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0650 605B000M 8.000 EACH| 130.30770 1042.46| 492.10000 3936.80| 350.42000 2803.36 Special Underdrain Outlet, Type A | | | 0660 605B001M 3.000 EACH| 179.55340 538.66| 269.84000 809.52| 507.23000 1521.69 Special Underdrain Outlet, Type B | | | 0670 606A000M 2000.000 M | 15.63050 31261.00| 24.51000 49020.00| 31.45000 62900.00 150 mm Underdrain Pipe | | | 0680 610C001M 12204.000 MTON| 11.02310 134525.91| 17.00000 207468.00| 11.30000 137905.20 Loose Riprap, Class 2 | | | 0690 610D000M 9404.000 M2 | 1.19550 11242.48| 2.00000 18808.00| 2.84000 26707.36 Filter Blanket | | | 0700 614A000M 166.000 M3 | 164.46960 27301.95| 284.53000 47231.98| 242.28000 40218.48 Slope Paving | | | 0710 619A002M 35.000 EACH| 432.90230 15151.58| 595.10000 20828.50| 421.93000 14767.55 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0720 619A003M 18.000 EACH| 496.84410 8943.19| 659.08000 11863.44| 432.75000 7789.50 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23045 |( 2 ) 18024 |( 3 ) 01018 |WATERS BROTHERS CONTRACTORS |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 619A004M 3.000 EACH| 674.67350 2024.02| 756.53000 2269.59| 561.04000 1683.12 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0740 619A005M 4.000 EACH| 819.67350 3278.69| 788.92000 3155.68| 690.56000 2762.24 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0750 619A006M 1.000 EACH| 995.67350 995.67| 1159.82000 1159.82| 845.40000 845.40 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0760 619A007M 3.000 EACH| 1267.67350 3803.02| 1628.15000 4884.45| 868.50000 2605.50 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0770 619A101M 14.000 EACH| 432.90230 6060.63| 573.83000 8033.62| 420.78000 5890.92 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0780 619A102M 6.000 EACH| 496.84410 2981.06| 661.08000 3966.48| 436.82000 2620.92 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0790 619A104M 2.000 EACH| 819.67350 1639.35| 967.64000 1935.28| 591.63000 1183.26 900 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0800 619A106M 2.000 EACH| 1267.67350 2535.35| 988.89000 1977.78| 994.47000 1988.94 1200 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0810 619B018M 1.000 EACH| 701.67350 701.67| 670.82000 670.82| 845.40000 845.40 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0820 619B019M 3.000 EACH| 854.67350 2564.02| 1169.37000 3508.11| 835.78000 2507.34 1110 mm Span, 675 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0830 619B020M 2.000 EACH| 1039.67350 2079.35| 1001.95000 2003.90| 1282.97000 2565.94 1300 mm Span, 795 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0840 620A000M 8.000 M3 | 1961.92580 15695.41| 972.00000 7776.00| 921.48000 7371.84 Minor Structure Concrete | | | 0850 621A000M 3.000 EACH| 1169.74440 3509.23| 2599.04000 7797.12| 1592.14000 4776.42 Junction Boxes, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23045 |( 2 ) 18024 |( 3 ) 01018 |WATERS BROTHERS CONTRACTORS |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 621A001M 10.000 EACH| 1864.63360 18646.34| 2613.11000 26131.10| 2044.98000 20449.80 Junction Boxes, Type 1, 2P Or 5 | | | 0870 621A004M 1.000 EACH| 2771.03600 2771.04| 3738.72000 3738.72| 2029.64000 2029.64 Junction Boxes, Type 4 | | | 0880 621A013M 1.000 EACH| 4668.52540 4668.53| 3900.38000 3900.38| 2213.77000 2213.77 Junction Boxes, Type Special | | | 0890 621B001M 7.000 EACH| 250.93760 1756.56| 579.61000 4057.27| 484.04000 3388.28 Junction Box Units, Type 1, 2P Or 5 | | | 0900 621B004M 2.000 EACH| 278.75160 557.50| 982.04000 1964.08| 777.60000 1555.20 Junction Box Units, Type 4 | | | 0910 621B035M 1.000 EACH| 1118.69160 1118.69| 723.22000 723.22| 807.94000 807.94 Junction Box Units, Type Special | | | 0920 621C152M 58.000 EACH| 326.04140 18910.40| 541.18000 31388.44| 279.03000 16183.74 Inlets, Type Y (Partial Base Only) | | | 0930 621D019M 85.000 EACH| 176.06730 14965.72| 565.19000 48041.15| 446.84000 37981.40 Inlet Units, Type Y | | | 0940 630A001M 50.000 M | 83.19000 4159.50| 41.50000 2075.00| 43.58000 2179.00 Steel Beam Guardrail, Class A, Type 2 | | | 0950 630C070M 2.000 EACH| 1034.00000 2068.00| 1600.00000 3200.00| 1680.00000 3360.00 Guardrail End Anchor, Type 10 Series | | | 0960 650B000M 23370.000 M3 | 2.61590 61133.58| 3.25000 75952.50| 3.04000 71044.80 Topsoil From Stockpiles | | | 0970 652A050M 45.000 HA | 857.90040 38605.52| 1425.00000 64125.00| 1496.25000 67331.25 Seeding (Mix 1A) | | | 0980 652A053M 5.000 HA | 905.50200 4527.51| 1425.00000 7125.00| 1496.25000 7481.25 Seeding (Mix 1E) | | | 0990 652B050M 20.000 HA | 650.10400 13002.08| 1025.00000 20500.00| 1076.25000 21525.00 Temporary Seeding (Mix 1AT) | | | 1000 652C000M 70.000 HA | 66.83400 4678.38| 70.00000 4900.00| 73.50000 5145.00 Mowing | | | 1010 652D050M 20.000 HA | 812.63000 16252.60| 1025.00000 20500.00| 1076.25000 21525.00 Seeding In Stubble (Mix 1A) | | | 1020 654A000M 266.000 M2 | 3.65660 972.66| 4.25000 1130.50| 4.46000 1186.36 Solid Sodding | | | 1030 656A000M 65.000 HA | 812.63000 52820.95| 1025.00000 66625.00| 1076.25000 69956.25 Mulching, Class A, Type 1 | | | 1040 656A001M 5.000 HA | 827.20000 4136.00| 1100.00000 5500.00| 1155.00000 5775.00 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23045 |( 2 ) 18024 |( 3 ) 01018 |WATERS BROTHERS CONTRACTORS |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 658A001M 2.000 HA | 1684.48000 3368.96| 3600.00000 7200.00| 3780.00000 7560.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1060 659A000M 500.000 M2 | 1.66380 831.90| 2.25000 1125.00| 2.36000 1180.00 Erosion Control Netting, Class A | | | 1070 659A001M 2500.000 M2 | 1.73900 4347.50| 2.25000 5625.00| 2.36000 5900.00 Erosion Control Netting, Class B | | | 1080 659A002M 13613.000 M2 | 3.99500 54383.94| 3.25000 44242.25| 3.41000 46420.33 Erosion Control Netting, Class C1 | | | 1090 665C000M 370.000 M | 50.99800 18869.26| 37.91000 14026.70| 58.78000 21748.60 375 mm Temporary Pipe | | | 1100 665E000M 2600.000 M2 | 1.14200 2969.20| 1.00000 2600.00| 1.10000 2860.00 Polyethylene | | | 1110 665F000M 1656.000 EACH| 6.09250 10089.18| 5.00000 8280.00| 7.64000 12651.84 Hay Bales | | | 1120 665I000M 2200.000 MTON| 16.53470 36376.34| 15.00000 33000.00| 14.13000 31086.00 Temporary Riprap, Class 2 | | | 1130 665J000M 23322.000 M | 7.38190 172160.67| 0.50000 11661.00| 0.01000 233.22 Silt Fence, Type A | | | 1140 665K000M 5920.000 M3 | 4.70210 27836.43| 3.00000 17760.00| 1.94000 11484.80 Drainage Sump Excavation | | | 1150 666A001M 80.000 HA | 2.32180 185.74| 10.00000 800.00| 42.00000 3360.00 Pest Control Treatment | | | 1160 680A000M LUMP| 61024.94750 61024.95| 125000.00000 125000.00| 88406.49000 88406.49 Engineering Controls | | | 1170 701A004M 5.000 KM | 225.00000 1125.00| 403.65000 2018.25| 236.25000 1181.25 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1180 701A012M 4.000 KM | 225.00000 900.00| 403.65000 1614.60| 236.25000 945.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1190 701A028M 3.000 KM | 750.00000 2250.00| 1242.00000 3726.00| 787.50000 2362.50 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1200 701A048M 3.000 KM | 750.00000 2250.00| 1242.00000 3726.00| 787.50000 2362.50 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1210 701C000M 2.000 KM | 250.00000 500.00| 403.65000 807.30| 262.50000 525.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23045 |( 2 ) 18024 |( 3 ) 01018 |WATERS BROTHERS CONTRACTORS |RACON, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 701C001M 2.000 KM | 250.00000 500.00| 403.65000 807.30| 262.50000 525.00 Solid Temporary Traffic Stripe | | | 1230 701D007M 1.000 KM | 1125.00000 1125.00| 1552.50000 1552.50| 1181.25000 1181.25 Solid Traffic Stripe Removed (Paint) | | | 1240 703A000M 85.000 M2 | 16.25000 1381.25| 6.26000 532.10| 17.06000 1450.10 Traffic Control Markings, Class 1, Type | | | A | | | 1250 705A037M 138.000 EACH| 6.00000 828.00| 8.00000 1104.00| 6.30000 869.40 Pavement Markers, Class A-H, Type 2-D | | | 1260 710A115M 31.000 M2 | 125.00000 3875.00| 125.00000 3875.00| 137.81000 4272.11 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) | | | 1270 710A126M 9.000 SQ M| 127.00000 1143.00| 127.00000 1143.00| 140.02000 1260.18 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 1280 710B001M 256.000 M | 17.00000 4352.00| 17.00000 4352.00| 18.74000 4797.44 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1290 726A000M 300.000 M | 140.76730 42230.19| 100.00000 30000.00| 105.00000 31500.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1300 740B000M 126.000 M2 | 116.82220 14719.60| 93.67000 11802.42| 97.02000 12224.52 Construction Signs | | | 1310 740D000M 725.000 EACH| 59.83050 43377.11| 60.00000 43500.00| 32.45000 23526.25 Channelizing Drums | | | 1320 740E000M 50.000 EACH| 17.92020 896.01| 1.50000 75.00| 8.70000 435.00 Cones (900 mm High) | | | 1330 740F002M 117.000 EACH| 252.68550 29564.20| 269.34000 31512.78| 221.93000 25965.81 Barricades, Type III | | | 1340 740I005M 18.000 EACH| 203.20020 3657.60| 600.00000 10800.00| 632.83000 11390.94 Warning Lights, Type B (Detachable Head | | | 1350 740M001M 50.000 EACH| 6.25000 312.50| 1.50000 75.00| 1.24000 62.00 Ballast For Cone | | | 1360 999 000M 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,060,053.67| $ 6,264,165.15| $ 6,372,643.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,060,053.67| $ 6,264,165.15| $ 6,372,643.69 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -11 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08077 |( 5 ) 30002 |( 6 ) 19074 |HASTINGS GENERAL CONTRACTIN |ELLARD CONTR. & ELLARD CONS |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 201A000M LUMP| 500000.00000 500000.00| 536200.00000 536200.00| 250000.00000 250000.00 Clearing & Grubbing (Approximately 50 | | | Hectares) | | | 0020 204A000M 4.000 EACH| 400.00000 1600.00| 1200.00000 4800.00| 2000.00000 8000.00 Closing Water Well | | | 0030 205A001M 1.000 EACH| 1.00000 1.00| 1200.00000 1200.00| 3000.00000 3000.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002M 1.000 EACH| 1.00000 1.00| 0.00000 0.00| 3000.00000 3000.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003M 1.000 EACH| 400.00000 400.00| 1200.00000 1200.00| 3000.00000 3000.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004M 1.000 EACH| 1.00000 1.00| 900.00000 900.00| 3000.00000 3000.00 Removal Of Structures, Structure No. 4 | | | 0070 206D000M 318.000 M | 14.00000 4452.00| 30.84000 9807.12| 16.40000 5215.20 Removing Pipe | | | 0080 210A000M 329196.000 M3 | 5.29000 1741446.84| 4.07000 1339827.72| 5.00000 1645980.00 Unclassified Excavation | | | 0090 210D000M 115076.000 M3 | 3.60000 414273.60| 1.84000 211739.84| 5.00000 575380.00 Borrow Excavation | | | 0100 210D011M 7558.000 M3 | 3.60000 27208.80| 6.54000 49429.32| 16.00000 120928.00 Borrow Excavation (A-4 Or Better) | | | 0110 214A000M 9321.000 M3 | 14.00000 130494.00| 18.43000 171786.03| 20.00000 186420.00 Structure Excavation | | | 0120 214B001M 2671.000 M3 | 24.00000 64104.00| 28.77000 76844.67| 32.72000 87395.12 Foundation Backfill, Commercial | | | 0130 224A000M 200.000 M3 | 2.40000 480.00| 13.08000 2616.00| 15.00000 3000.00 Lime Sink Excavation | | | 0140 224C000M 450.000 MTON| 7.70000 3465.00| 20.95000 9427.50| 32.72000 14724.00 Special Backfill For Lime Sink, ALDOT | | | #467 or #57 | | | 0150 224D000M 25.000 M3 | 84.25000 2106.25| 196.19000 4904.75| 200.00000 5000.00 Concrete Seal For Lime Sink | | | 0160 230A000M 11.000 RBST| 500.00000 5500.00| 1640.40000 18044.40| 1000.00000 11000.00 Roadbed Processing | | | 0170 243A010M 11180.000 M2 | 3.89000 43490.20| 5.98000 66856.40| 5.00000 55900.00 Geosynthetic Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -12 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08077 |( 5 ) 30002 |( 6 ) 19074 |HASTINGS GENERAL CONTRACTIN |ELLARD CONTR. & ELLARD CONS |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 301A004M 22236.000 M2 | 2.85000 63372.60| 2.79000 62038.44| 4.25000 94503.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0190 301A012M 33177.000 M2 | 4.16000 138016.32| 4.17000 138348.09| 4.75000 157590.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0200 305B061M 250.000 MTON| 21.00000 5250.00| 20.95000 5237.50| 17.60000 4400.00 Coarse Aggregate, Section 801, For | | | Miscellaneous Use, ALDOT #410 | | | 0210 306E000M 1.000 EACH| 7700.00000 7700.00| 8500.00000 8500.00| 10000.00000 10000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal Of Existing Device) | | | 0220 327E000M 2455.000 MTON| 27.59000 67733.45| 28.81000 70728.55| 25.00000 61375.00 Permeable Asphalt Treated Base | | | 0230 401A000M 21839.000 M2 | 0.43000 9390.77| 0.45000 9827.55| 1.75000 38218.25 Bituminous Treatment A | | | 0240 401A043M 9350.000 SQ M| 0.43000 4020.50| 1.42000 13277.00| 1.63000 15240.50 Bituminous Treatment AE | | | 0250 405A000M 31272.000 L | 0.32000 10007.04| 0.26000 8130.72| 0.35000 10945.20 Tack Coat | | | 0260 424A281M 1378.000 MTON| 36.55000 50365.90| 45.06000 62092.68| 45.00000 62010.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424A361M 1783.000 MTON| 44.78000 79842.74| 40.33000 71908.39| 40.70000 72568.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424A367M 40.000 MTON| 44.78000 1791.20| 36.10000 1444.00| 65.00000 2600.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,19.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 424B282M 2730.000 MTON| 30.18000 82391.40| 34.76000 94894.80| 34.00000 92820.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -13 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08077 |( 5 ) 30002 |( 6 ) 19074 |HASTINGS GENERAL CONTRACTIN |ELLARD CONTR. & ELLARD CONS |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 424B290M 10.000 MTON| 61.00000 610.00| 38.58000 385.80| 75.00000 750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0310 424B582M 2771.000 MTON| 28.60000 79250.60| 29.68000 82243.28| 32.00000 88672.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0320 424B651M 2532.000 MTON| 28.60000 72415.20| 32.24000 81631.68| 30.50000 77226.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0330 424B652M 465.000 MTON| 28.60000 13299.00| 29.68000 13801.20| 44.00000 20460.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0340 424B682M 480.000 MTON| 28.60000 13728.00| 29.93000 14366.40| 44.00000 21120.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 37.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 424C281M 2816.000 MTON| 28.60000 80537.60| 29.68000 83578.88| 32.00000 90112.00 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0360 424C361M 495.000 MTON| 28.60000 14157.00| 29.93000 14815.35| 32.00000 15840.00 Superpave Bituminous Concrete Base | | | Layer, 37.5mm Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0370 430B018M 1800.000 MTON| 14.00000 25200.00| 15.43000 27774.00| 16.50000 29700.00 Aggregate Surfacing (ALDOT #410 | | | Modified or #467) | | | 0380 502A000M 265057.000 KG | 1.07000 283610.99| 0.85000 225298.45| 1.25000 331321.25 Steel Reinforcement | | | 0390 524A011M 1015.000 M3 | 312.00000 316680.00| 336.00000 341040.00| 400.00000 406000.00 Culvert Concrete (Cast In Place) | | | 0400 524B011M 1582.000 M3 | 300.00000 474600.00| 336.00000 531552.00| 400.00000 632800.00 Culvert Concrete Extension (Cast In | | | Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -14 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08077 |( 5 ) 30002 |( 6 ) 19074 |HASTINGS GENERAL CONTRACTIN |ELLARD CONTR. & ELLARD CONS |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 530A001M 1388.000 M | 63.47000 88096.36| 78.74000 109291.12| 57.24000 79449.12 450 mm Roadway Pipe (Class 3 R.C.) | | | 0420 530A002M 421.000 M | 79.94000 33654.74| 112.37000 47307.77| 75.93000 31966.53 600 mm Roadway Pipe (Class 3 R.C.) | | | 0430 530A003M 111.000 M | 101.00000 11211.00| 150.69000 16726.59| 106.60000 11832.60 750 mm Roadway Pipe (Class 3 R.C.) | | | 0440 530A004M 99.000 M | 125.00000 12375.00| 191.27000 18935.73| 133.96000 13262.04 900 mm Roadway Pipe (Class 3 R.C.) | | | 0450 530A005M 38.000 M | 155.00000 5890.00| 232.44000 8832.72| 140.19000 5327.22 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0460 530A006M 71.000 M | 187.00000 13277.00| 281.46000 19983.66| 236.19000 16769.49 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0470 530A101M 8.000 M | 77.00000 616.00| 78.74000 629.92| 72.16000 577.28 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A102M 6.000 M | 144.00000 864.00| 112.30000 673.80| 95.00000 570.00 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0490 530A104M 8.000 M | 188.00000 1504.00| 191.30000 1530.40| 153.00000 1224.00 900 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 530A661M 12.000 M | 60.00000 720.00| 78.74000 944.88| 85.00000 1020.00 450 mm Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0510 530B002M 8.000 M | 121.00000 968.00| 147.50000 1180.00| 100.00000 800.00 725 mm Span X 460 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0520 530B003M 37.000 M | 147.00000 5439.00| 198.49000 7344.13| 140.00000 5180.00 920 mm Span X 570 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0530 530B004M 101.000 M | 177.00000 17877.00| 260.50000 26310.50| 185.00000 18685.00 1110 mm Span X 675 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0540 530B005M 87.000 M | 227.00000 19749.00| 317.29000 27604.23| 225.00000 19575.00 1300 mm Span X 795 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0550 535A001M 105.000 M | 50.00000 5250.00| 78.74000 8267.70| 65.00000 6825.00 450 mm Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -15 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08077 |( 5 ) 30002 |( 6 ) 19074 |HASTINGS GENERAL CONTRACTIN |ELLARD CONTR. & ELLARD CONS |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 535A002M 38.000 M | 67.00000 2546.00| 112.37000 4270.06| 85.00000 3230.00 600 mm Side Drain Pipe | | | 0570 535A004M 18.000 M | 97.00000 1746.00| 191.30000 3443.40| 150.00000 2700.00 900 mm Side Drain Pipe | | | 0580 535A006M 15.000 M | 117.00000 1755.00| 281.56000 4223.40| 250.00000 3750.00 1200 mm Side Drain Pipe | | | 0590 600A000M LUMP| 500000.00000 500000.00| 546300.00000 546300.00| 250000.00000 250000.00 Mobilization | | | 0600 601A000M 1.000 EACH| 7000.00000 7000.00| 18040.00000 18040.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0610 602A000M 198.000 EACH| 77.00000 15246.00| 145.00000 28710.00| 100.00000 19800.00 Right Of Way Markers | | | 0620 602B000M 2.000 EACH| 97.00000 194.00| 175.00000 350.00| 500.00000 1000.00 Land Survey Markers | | | 0630 603A002M 1.000 EACH| 17000.00000 17000.00| 25725.00000 25725.00| 10000.00000 10000.00 Furnishing Type 3 Field Office | | | 0640 605A002M 2123.000 M | 15.70000 33331.10| 16.40000 34817.20| 18.04000 38298.92 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0650 605B000M 8.000 EACH| 100.00000 800.00| 200.00000 1600.00| 500.00000 4000.00 Special Underdrain Outlet, Type A | | | 0660 605B001M 3.000 EACH| 100.00000 300.00| 350.00000 1050.00| 500.00000 1500.00 Special Underdrain Outlet, Type B | | | 0670 606A000M 2000.000 M | 14.70000 29400.00| 27.89000 55780.00| 20.00000 40000.00 150 mm Underdrain Pipe | | | 0680 610C001M 12204.000 MTON| 14.00000 170856.00| 19.84000 242127.36| 16.00000 195264.00 Loose Riprap, Class 2 | | | 0690 610D000M 9404.000 M2 | 2.10000 19748.40| 4.78000 44951.12| 1.75000 16457.00 Filter Blanket | | | 0700 614A000M 166.000 M3 | 570.00000 94620.00| 276.14000 45839.24| 215.97000 35851.02 Slope Paving | | | 0710 619A002M 35.000 EACH| 440.00000 15400.00| 532.85000 18649.75| 400.00000 14000.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0720 619A003M 18.000 EACH| 490.00000 8820.00| 620.44000 11167.92| 475.00000 8550.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -16 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08077 |( 5 ) 30002 |( 6 ) 19074 |HASTINGS GENERAL CONTRACTIN |ELLARD CONTR. & ELLARD CONS |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 619A004M 3.000 EACH| 570.00000 1710.00| 810.15000 2430.45| 625.00000 1875.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0740 619A005M 4.000 EACH| 700.00000 2800.00| 926.82000 3707.28| 800.00000 3200.00 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0750 619A006M 1.000 EACH| 1000.00000 1000.00| 1154.10000 1154.10| 1000.00000 1000.00 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0760 619A007M 3.000 EACH| 1100.00000 3300.00| 1376.55000 4129.65| 1300.00000 3900.00 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0770 619A101M 14.000 EACH| 440.00000 6160.00| 546.18000 7646.52| 425.00000 5950.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0780 619A102M 6.000 EACH| 490.00000 2940.00| 650.30000 3901.80| 475.00000 2850.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0790 619A104M 2.000 EACH| 700.00000 1400.00| 950.05000 1900.10| 775.00000 1550.00 900 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0800 619A106M 2.000 EACH| 1000.00000 2000.00| 1270.50000 2541.00| 1275.00000 2550.00 1200 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0810 619B018M 1.000 EACH| 800.00000 800.00| 926.30000 926.30| 800.00000 800.00 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0820 619B019M 3.000 EACH| 900.00000 2700.00| 1196.25000 3588.75| 1200.00000 3600.00 1110 mm Span, 675 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0830 619B020M 2.000 EACH| 1000.00000 2000.00| 1188.30000 2376.60| 1400.00000 2800.00 1300 mm Span, 795 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0840 620A000M 8.000 M3 | 1200.00000 9600.00| 802.08000 6416.64| 500.00000 4000.00 Minor Structure Concrete | | | 0850 621A000M 3.000 EACH| 1200.00000 3600.00| 2138.18000 6414.54| 2000.00000 6000.00 Junction Boxes, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -17 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08077 |( 5 ) 30002 |( 6 ) 19074 |HASTINGS GENERAL CONTRACTIN |ELLARD CONTR. & ELLARD CONS |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 621A001M 10.000 EACH| 1200.00000 12000.00| 2277.22000 22772.20| 2000.00000 20000.00 Junction Boxes, Type 1, 2P Or 5 | | | 0870 621A004M 1.000 EACH| 1600.00000 1600.00| 3150.40000 3150.40| 2000.00000 2000.00 Junction Boxes, Type 4 | | | 0880 621A013M 1.000 EACH| 3000.00000 3000.00| 3946.81000 3946.81| 2500.00000 2500.00 Junction Boxes, Type Special | | | 0890 621B001M 7.000 EACH| 350.00000 2450.00| 549.00000 3843.00| 350.00000 2450.00 Junction Box Units, Type 1, 2P Or 5 | | | 0900 621B004M 2.000 EACH| 600.00000 1200.00| 834.41000 1668.82| 350.00000 700.00 Junction Box Units, Type 4 | | | 0910 621B035M 1.000 EACH| 600.00000 600.00| 840.66000 840.66| 350.00000 350.00 Junction Box Units, Type Special | | | 0920 621C152M 58.000 EACH| 740.00000 42920.00| 797.05000 46228.90| 1200.00000 69600.00 Inlets, Type Y (Partial Base Only) | | | 0930 621D019M 85.000 EACH| 115.00000 9775.00| 577.50000 49087.50| 1850.00000 157250.00 Inlet Units, Type Y | | | 0940 630A001M 50.000 M | 90.00000 4500.00| 41.50000 2075.00| 97.35000 4867.50 Steel Beam Guardrail, Class A, Type 2 | | | 0950 630C070M 2.000 EACH| 1170.00000 2340.00| 1600.00000 3200.00| 1210.00000 2420.00 Guardrail End Anchor, Type 10 Series | | | 0960 650B000M 23370.000 M3 | 2.70000 63099.00| 2.09000 48843.30| 2.75000 64267.50 Topsoil From Stockpiles | | | 0970 652A050M 45.000 HA | 1425.00000 64125.00| 1000.00000 45000.00| 1359.60000 61182.00 Seeding (Mix 1A) | | | 0980 652A053M 5.000 HA | 1425.00000 7125.00| 1000.00000 5000.00| 1631.30000 8156.50 Seeding (Mix 1E) | | | 0990 652B050M 20.000 HA | 1025.00000 20500.00| 950.00000 19000.00| 1223.20000 24464.00 Temporary Seeding (Mix 1AT) | | | 1000 652C000M 70.000 HA | 70.00000 4900.00| 65.00000 4550.00| 122.10000 8547.00 Mowing | | | 1010 652D050M 20.000 HA | 1025.00000 20500.00| 1250.00000 25000.00| 1359.60000 27192.00 Seeding In Stubble (Mix 1A) | | | 1020 654A000M 266.000 M2 | 4.25000 1130.50| 4.00000 1064.00| 6.60000 1755.60 Solid Sodding | | | 1030 656A000M 65.000 HA | 1025.00000 66625.00| 1000.00000 65000.00| 1086.80000 70642.00 Mulching, Class A, Type 1 | | | 1040 656A001M 5.000 HA | 1100.00000 5500.00| 1375.00000 6875.00| 1086.80000 5434.00 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -18 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08077 |( 5 ) 30002 |( 6 ) 19074 |HASTINGS GENERAL CONTRACTIN |ELLARD CONTR. & ELLARD CONS |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 658A001M 2.000 HA | 3600.00000 7200.00| 3000.00000 6000.00| 2718.10000 5436.20 Hydro-Seeding & Mulching (Mix 1E) | | | 1060 659A000M 500.000 M2 | 2.25000 1125.00| 1.90000 950.00| 2.53000 1265.00 Erosion Control Netting, Class A | | | 1070 659A001M 2500.000 M2 | 2.25000 5625.00| 2.00000 5000.00| 2.53000 6325.00 Erosion Control Netting, Class B | | | 1080 659A002M 13613.000 M2 | 3.25000 44242.25| 4.85000 66023.05| 6.60000 89845.80 Erosion Control Netting, Class C1 | | | 1090 665C000M 370.000 M | 30.00000 11100.00| 52.49000 19421.30| 30.00000 11100.00 375 mm Temporary Pipe | | | 1100 665E000M 2600.000 M2 | 1.20000 3120.00| 3.89000 10114.00| 2.25000 5850.00 Polyethylene | | | 1110 665F000M 1656.000 EACH| 4.70000 7783.20| 5.50000 9108.00| 7.50000 12420.00 Hay Bales | | | 1120 665I000M 2200.000 MTON| 12.00000 26400.00| 19.84000 43648.00| 18.70000 41140.00 Temporary Riprap, Class 2 | | | 1130 665J000M 23322.000 M | 3.70000 86291.40| 13.15000 306684.30| 12.00000 279864.00 Silt Fence, Type A | | | 1140 665K000M 5920.000 M3 | 4.00000 23680.00| 8.04000 47596.80| 10.00000 59200.00 Drainage Sump Excavation | | | 1150 666A001M 80.000 HA | 40.00000 3200.00| 0.00000 0.00| 81.40000 6512.00 Pest Control Treatment | | | 1160 680A000M LUMP| 156000.00000 156000.00| 250000.00000 250000.00| 125000.00000 125000.00 Engineering Controls | | | 1170 701A004M 5.000 KM | 421.00000 2105.00| 225.00000 1125.00| 444.02000 2220.10 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1180 701A012M 4.000 KM | 421.00000 1684.00| 225.00000 900.00| 444.02000 1776.08 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1190 701A028M 3.000 KM | 1352.00000 4056.00| 750.00000 2250.00| 1366.20000 4098.60 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1200 701A048M 3.000 KM | 1352.00000 4056.00| 750.00000 2250.00| 1366.20000 4098.60 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1210 701C000M 2.000 KM | 421.00000 842.00| 250.00000 500.00| 444.02000 888.04 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 005 -19 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20020927005 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08077 |( 5 ) 30002 |( 6 ) 19074 |HASTINGS GENERAL CONTRACTIN |ELLARD CONTR. & ELLARD CONS |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 701C001M 2.000 KM | 421.00000 842.00| 250.00000 500.00| 444.02000 888.04 Solid Temporary Traffic Stripe | | | 1230 701D007M 1.000 KM | 1552.50000 1552.50| 1125.00000 1125.00| 1707.20000 1707.20 Solid Traffic Stripe Removed (Paint) | | | 1240 703A000M 85.000 M2 | 6.26000 532.10| 16.25000 1381.25| 6.89000 585.65 Traffic Control Markings, Class 1, Type | | | A | | | 1250 705A037M 138.000 EACH| 8.00000 1104.00| 6.00000 828.00| 8.80000 1214.40 Pavement Markers, Class A-H, Type 2-D | | | 1260 710A115M 31.000 M2 | 173.00000 5363.00| 173.00000 5363.00| 137.50000 4262.50 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) | | | 1270 710A126M 9.000 SQ M| 183.00000 1647.00| 183.00000 1647.00| 139.70000 1257.30 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 1280 710B001M 256.000 M | 16.00000 4096.00| 16.00000 4096.00| 18.70000 4787.20 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1290 726A000M 300.000 M | 107.00000 32100.00| 100.00000 30000.00| 115.00000 34500.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1300 740B000M 126.000 M2 | 90.00000 11340.00| 88.00000 11088.00| 93.50000 11781.00 Construction Signs | | | 1310 740D000M 725.000 EACH| 60.00000 43500.00| 58.00000 42050.00| 60.00000 43500.00 Channelizing Drums | | | 1320 740E000M 50.000 EACH| 15.00000 750.00| 9.60000 480.00| 16.50000 825.00 Cones (900 mm High) | | | 1330 740F002M 117.000 EACH| 200.00000 23400.00| 160.00000 18720.00| 220.00000 25740.00 Barricades, Type III | | | 1340 740I005M 18.000 EACH| 475.00000 8550.00| 77.00000 1386.00| 500.00000 9000.00 Warning Lights, Type B (Detachable Head | | | 1350 740M001M 50.000 EACH| 8.00000 400.00| 6.00000 300.00| 8.80000 440.00 Ballast For Cone | | | 1360 999 000M 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,870,433.55| $ 7,149,520.13| $ 7,559,659.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,870,433.55| $ 7,149,520.13| $ 7,559,659.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20020927006 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 800 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : APD-471(518) for constructing the Bridges (Dual) on Corridor "X" at APCO Railroad and the Locust Fork of the Warrior River near Snowtown. Length 0.270 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 11,834,696.33 100.0000% 2 10016 JONES BROS., INC. $ 11,846,041.35 100.0959% 3 08016 HILL BROTHERS CONSTRUCTION & ENGINEERING COMPANY, INC. $ 11,958,152.00 101.0432% 4 19007 SCOTT BRIDGE COMPANY, INC. $ 12,135,327.50 102.5403% 5 01007 ALABAMA BRIDGE BUILDERS, INC. $ 12,548,223.51 106.0291% 6 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 12,815,775.25 108.2899% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020927006 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 10016 |( 3 ) 08016 |R. R. DAWSON BRIDGE COMPANY |JONES BROS., INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 200000.00000 200000.00| 950000.00000 950000.00| 100000.00000 100000.00 Clearing & Grubbing (Approximately 7 | | | Acres) | | | 0020 210A000 1000.000 CUYD| 10.00000 10000.00| 12.00000 12000.00| 5.00000 5000.00 Unclassified Excavation | | | 0030 600A000 LUMP| 375000.00000 375000.00| 580000.00000 580000.00| 1000000.00000 1000000.00 Mobilization | | | 0033 601A000 1.000 EACH| 10000.00000 10000.00| 7500.00000 7500.00| 25000.00000 25000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0037 603A002 1.000 EACH| 10000.00000 10000.00| 40000.00000 40000.00| 25000.00000 25000.00 Furnishing Type 3 Field Office | | | 0040 610C001 2448.000 TON | 35.00000 85680.00| 18.00000 44064.00| 20.00000 48960.00 Loose Riprap, Class 2 | | | 0050 610D000 390.000 SQYD| 2.50000 975.00| 4.00000 1560.00| 3.00000 1170.00 Filter Blanket | | | 0060 614A001 90.000 CUYD| 250.00000 22500.00| 275.00000 24750.00| 230.00000 20700.00 Slope Paving (Under Bridges) | | | 0070 635A000 1045.000 LF | 4.56000 4765.20| 4.10000 4284.50| 3.75000 3918.75 Woven Wire Fence | | | 0080 650A000 5328.000 CUYD| 6.00000 31968.00| 6.00000 31968.00| 5.00000 26640.00 Topsoil | | | 0090 654A000 39.000 SQYD| 6.67000 260.13| 6.00000 234.00| 6.25000 243.75 Solid Sodding | | | 0100 658A001 7.000 ACRE| 1222.00000 8554.00| 1100.00000 7700.00| 1115.00000 7805.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0110 665A000 5.000 ACRE| 444.00000 2220.00| 400.00000 2000.00| 410.00000 2050.00 Temporary Seeding | | | 0120 665B000 5.000 ACRE| 444.00000 2220.00| 400.00000 2000.00| 410.00000 2050.00 Temporary Mulching | | | 0130 665F000 1764.000 EACH| 12.00000 21168.00| 7.00000 12348.00| 8.00000 14112.00 Hay Bales | | | 0140 665I000 16.000 TON | 40.00000 640.00| 90.00000 1440.00| 30.00000 480.00 Temporary Riprap, Class 2 | | | 0150 665J000 7056.000 LF | 7.00000 49392.00| 3.50000 24696.00| 4.00000 28224.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020927006 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 10016 |( 3 ) 08016 |R. R. DAWSON BRIDGE COMPANY |JONES BROS., INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 665L000 1000.000 LF | 30.00000 30000.00| 9.00000 9000.00| 20.00000 20000.00 Floating Basin Boom | | | 0170 680A000 LUMP| 100000.00000 100000.00| 50000.00000 50000.00| 400000.00000 400000.00 Engineering Controls | | | 0180 740B000 57.000 SQFT| 15.00000 855.00| 12.00000 684.00| 13.00000 741.00 Construction Signs | | | 0190 740D000 50.000 EACH| 66.00000 3300.00| 65.00000 3250.00| 70.00000 3500.00 Channelizing Drums | | | 0200 740F002 8.000 EACH| 300.00000 2400.00| 300.00000 2400.00| 325.00000 2600.00 Barricades, Type III | | | 0210 740I005 4.000 EACH| 610.00000 2440.00| 850.00000 3400.00| 900.00000 3600.00 Warning Lights, Type B (Detachable Head | | | 0220 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | 0230 502A000 AA1 2221700.000 LB | | | Steel Reinforcement | | | 0240 502B000 AA1 LUMP| | | Steel Reinforcement For Bridge | | | Superstructure, STA. 4268+00 APPROX. | | | 668,300 LBS. E.B.L. | | | 0250 502B001 AA1 LUMP| | | Steel Reinforcement For Bridge | | | Superstructure STA. 4268+00 APPROX. | | | 675500 LBS. W.B.L. | | | 0260 506A001 AA1 68.000 LF | | | Drilled Shaft Excavation, 6'-0" Diamete | | | 0270 506A002 AA1 408.000 LF | | | Drilled Shaft Excavation, 7'-0" Diamete | | | 0280 506A005 AA1 745.000 LF | | | Drilled Shaft Excavation, 3'-6" Diamete | | | 0290 506B002 AA1 170.000 LF | | | Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0300 506B007 AA1 248.000 LF | | | Special Drilled Shaft Excavation, 6'-0" | | | Diameter | | | 0310 506B009 AA1 519.000 LF | | | Special Drilled Shaft Excavation, 7'-0" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020927006 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 10016 |( 3 ) 08016 |R. R. DAWSON BRIDGE COMPANY |JONES BROS., INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 506B010 AA1 249.000 LF | | | Special Drilled Shaft Excavation, 7'-6" | | | Diameter | | | 0330 506C021 AA1 915.000 LF | | | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS2 Concrete | | | 0340 506C026 AA1 316.000 LF | | | Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS2 Concrete | | | 0350 506C028 AA1 927.000 LF | | | Drilled Shaft Construction, 7'-0" | | | Diameter, Class DS2 Concrete | | | 0360 506C029 AA1 553.000 LF | | | Drilled Shaft Construction, 7'-6" | | | Diameter, Class DS2 Concrete | | | 0370 506F015 AA1 304.000 LF | | | Permanent Drilled Shaft Casing, 7'-6" | | | Diameter | | | 0380 506G006 AA1 2.000 EACH| | | Crosshole Sonic Logging, 6'-0" Diameter | | | 0390 506G008 AA1 2.000 EACH| | | Crosshole Sonic Logging, 7'-0" Diameter | | | 0400 506G009 AA1 12.000 EACH| | | Crosshole Sonic Logging, 7'6" Diameter | | | 0410 508A000 AA1 61400.000 LB | | | Structural Steel | | | 0420 510A000 AA1 7354.000 CUYD| | | Bridge Substructure Concrete, Class A | | | 0430 510C001 AA1 LUMP| | | Bridge Concrete Superstructure STA. | | | 4268+00 APPROX. 3330 CU YDS E.B.L. | | | 0440 510C002 AA1 LUMP| | | Bridge Concrete Superstructure STA. | | | 4268+00 APPROX. 3372 CU YDS W.B.L. | | | 0450 510E000 AA1 20395.000 SQYD| | | Grooving Concrete Bridge Decks | | | 0460 511A001 AA1 440.000 EACH| | | Elastomeric Bearings, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020927006 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 10016 |( 3 ) 08016 |R. R. DAWSON BRIDGE COMPANY |JONES BROS., INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 513B017 AA1 28417.000 LF | | | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0480 215A000 AA2 3350.000 CUYD| 35.00000 117250.00| 25.00000 83750.00| 20.00000 67000.00 Unclassified Bridge Excavation | | | 0490 215B000 AA2 LUMP| 17500.00000 17500.00| 1.00000 1.00| 100000.00000 100000.00 Cofferdams Or Sheeting And Shoring, STA | | | 4268+00 E.B.L. | | | 0500 215B001 AA2 LUMP| 17500.00000 17500.00| 1.00000 1.00| 75000.00000 75000.00 Cofferdams Or Sheeting And Shoring, STA | | | 4268+00 WBL | | | 0510 502A000 AA2 2223900.000 LB | 0.41000 911799.00| 0.37000 822843.00| 0.43000 956277.00 Steel Reinforcement | | | 0520 502B000 AA2 LUMP| 301000.00000 301000.00| 240000.00000 240000.00| 300000.00000 300000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 4268+00 APPROX. 668,| | | 300 | | | 0530 502B001 AA2 LUMP| 303000.00000 303000.00| 240000.00000 240000.00| 300000.00000 300000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 4268+00 APPROX. | | | 675500 | | | 0540 506A001 AA2 12.000 LF | 275.00000 3300.00| 200.00000 2400.00| 210.00000 2520.00 Drilled Shaft Excavation, 6'-0" Diamete | | | 0550 506A002 AA2 252.000 LF | 315.00000 79380.00| 200.00000 50400.00| 210.00000 52920.00 Drilled Shaft Excavation, 7'-0" Diamete | | | 0560 506A005 AA2 745.000 LF | 110.00000 81950.00| 200.00000 149000.00| 210.00000 156450.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0570 506B002 AA2 170.000 LF | 450.00000 76500.00| 875.00000 148750.00| 920.00000 156400.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0580 506B007 AA2 72.000 LF | 475.00000 34200.00| 875.00000 63000.00| 920.00000 66240.00 Special Drilled Shaft Excavation, 6'-0" | | | Diameter | | | 0590 506B009 AA2 207.000 LF | 500.00000 103500.00| 875.00000 181125.00| 920.00000 190440.00 Special Drilled Shaft Excavation, 7'-0" | | | Diameter | | | 0600 506B010 AA2 249.000 LF | 950.00000 236550.00| 875.00000 217875.00| 920.00000 229080.00 Special Drilled Shaft Excavation, 7'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020927006 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 10016 |( 3 ) 08016 |R. R. DAWSON BRIDGE COMPANY |JONES BROS., INC. |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 506C021 AA2 915.000 LF | 110.00000 100650.00| 20.00000 18300.00| 29.00000 26535.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS2 Concrete | | | 0620 506C026 AA2 84.000 LF | 235.00000 19740.00| 80.00000 6720.00| 92.00000 7728.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS2 Concrete | | | 0630 506C028 AA2 459.000 LF | 300.00000 137700.00| 80.00000 36720.00| 92.00000 42228.00 Drilled Shaft Construction, 7'-0" | | | Diameter, Class DS2 Concrete | | | 0640 506C029 AA2 553.000 LF | 350.00000 193550.00| 95.00000 52535.00| 108.00000 59724.00 Drilled Shaft Construction, 7'-6" | | | Diameter, Class DS2 Concrete | | | 0650 506F015 AA2 304.000 LF | 410.00000 124640.00| 225.00000 68400.00| 237.00000 72048.00 Permanent Drilled Shaft Casing, 7'-6" | | | Diameter | | | 0660 506G006 AA2 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1050.00000 2100.00 Crosshole Sonic Logging, 6'-0" Diameter | | | 0670 506G008 AA2 2.000 EACH| 4000.00000 8000.00| 1000.00000 2000.00| 1050.00000 2100.00 Crosshole Sonic Logging, 7'-0" Diameter | | | 0680 506G009 AA2 12.000 EACH| 5500.00000 66000.00| 3500.00000 42000.00| 3675.00000 44100.00 Crosshole Sonic Logging, 7'6" Diameter | | | 0690 508A000 AA2 61400.000 LB | 2.00000 122800.00| 3.00000 184200.00| 2.50000 153500.00 Structural Steel | | | 0700 510A000 AA2 8369.000 CUYD| 275.00000 2301475.00| 260.00000 2175940.00| 250.00000 2092250.00 Bridge Substructure Concrete, Class A | | | 0710 510C001 AA2 LUMP| 1200000.00000 1200000.00| 1000000.00000 1000000.00| 1200000.00000 1200000.00 Bridge Concrete Superstructure STA. | | | 4268+00 APPROX. 3330 CU YDS E.B.L. | | | 0720 510C002 AA2 LUMP| 1205000.00000 1205000.00| 1000000.00000 1000000.00| 1200000.00000 1200000.00 Bridge Concrete Superstructure STA. | | | 4268+00 APPROX. 3372 CU YDS | | | 0730 510E000 AA2 20395.000 SQYD| 2.00000 40790.00| 1.39000 28349.05| 2.50000 50987.50 Grooving Concrete Bridge Decks | | | 0740 511A001 AA2 440.000 EACH| 150.00000 66000.00| 100.00000 44000.00| 110.00000 48400.00 Elastomeric Bearings, Type 2 | | | 0750 513B017 AA2 28417.000 LF | 105.00000 2983785.00| 111.40000 3165653.80| 90.00000 2557530.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | SECTION TOTALS | $ 11,834,696.33| $ 11,846,041.35| $ 11,958,152.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,834,696.33| $ 11,846,041.35| $ 11,958,152.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020927006 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 01007 |( 6 ) 03001 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 100000.00000 100000.00| 20000.00000 20000.00| 150000.00000 150000.00 Clearing & Grubbing (Approximately 7 | | | Acres) | | | 0020 210A000 1000.000 CUYD| 6.00000 6000.00| 15.00000 15000.00| 8.00000 8000.00 Unclassified Excavation | | | 0030 600A000 LUMP| 1200000.00000 1200000.00| 1014000.00000 1014000.00| 826313.79000 826313.79 Mobilization | | | 0033 601A000 1.000 EACH| 10000.00000 10000.00| 5000.00000 5000.00| 7500.00000 7500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0037 603A002 1.000 EACH| 28000.00000 28000.00| 30000.00000 30000.00| 30000.00000 30000.00 Furnishing Type 3 Field Office | | | 0040 610C001 2448.000 TON | 21.00000 51408.00| 25.00000 61200.00| 25.00000 61200.00 Loose Riprap, Class 2 | | | 0050 610D000 390.000 SQYD| 2.00000 780.00| 4.50000 1755.00| 3.50000 1365.00 Filter Blanket | | | 0060 614A001 90.000 CUYD| 410.00000 36900.00| 250.00000 22500.00| 290.00000 26100.00 Slope Paving (Under Bridges) | | | 0070 635A000 1045.000 LF | 4.10000 4284.50| 8.00000 8360.00| 3.50000 3657.50 Woven Wire Fence | | | 0080 650A000 5328.000 CUYD| 10.00000 53280.00| 15.00000 79920.00| 8.64000 46033.92 Topsoil | | | 0090 654A000 39.000 SQYD| 4.00000 156.00| 10.00000 390.00| 4.02000 156.78 Solid Sodding | | | 0100 658A001 7.000 ACRE| 1200.00000 8400.00| 1500.00000 10500.00| 1055.25000 7386.75 Hydro-Seeding & Mulching (Mix 1E) | | | 0110 665A000 5.000 ACRE| 400.00000 2000.00| 425.00000 2125.00| 422.10000 2110.50 Temporary Seeding | | | 0120 665B000 5.000 ACRE| 400.00000 2000.00| 425.00000 2125.00| 422.10000 2110.50 Temporary Mulching | | | 0130 665F000 1764.000 EACH| 6.00000 10584.00| 15.00000 26460.00| 5.00000 8820.00 Hay Bales | | | 0140 665I000 16.000 TON | 35.00000 560.00| 50.00000 800.00| 28.00000 448.00 Temporary Riprap, Class 2 | | | 0150 665J000 7056.000 LF | 3.00000 21168.00| 10.00000 70560.00| 4.00000 28224.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020927006 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 01007 |( 6 ) 03001 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 665L000 1000.000 LF | 10.50000 10500.00| 20.00000 20000.00| 14.00000 14000.00 Floating Basin Boom | | | 0170 680A000 LUMP| 100000.00000 100000.00| 2000.00000 2000.00| 25000.00000 25000.00 Engineering Controls | | | 0180 740B000 57.000 SQFT| 13.00000 741.00| 15.00000 855.00| 8.18000 466.26 Construction Signs | | | 0190 740D000 50.000 EACH| 70.00000 3500.00| 80.00000 4000.00| 63.30000 3165.00 Channelizing Drums | | | 0200 740F002 8.000 EACH| 315.00000 2520.00| 350.00000 2800.00| 174.08000 1392.64 Barricades, Type III | | | 0210 740I005 4.000 EACH| 900.00000 3600.00| 1500.00000 6000.00| 1023.35000 4093.40 Warning Lights, Type B (Detachable Head | | | 0220 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | 0230 502A000 AA1 2221700.000 LB | | | Steel Reinforcement | | | 0240 502B000 AA1 LUMP| | | Steel Reinforcement For Bridge | | | Superstructure, STA. 4268+00 APPROX. | | | 668,300 LBS. E.B.L. | | | 0250 502B001 AA1 LUMP| | | Steel Reinforcement For Bridge | | | Superstructure STA. 4268+00 APPROX. | | | 675500 LBS. W.B.L. | | | 0260 506A001 AA1 68.000 LF | | | Drilled Shaft Excavation, 6'-0" Diamete | | | 0270 506A002 AA1 408.000 LF | | | Drilled Shaft Excavation, 7'-0" Diamete | | | 0280 506A005 AA1 745.000 LF | | | Drilled Shaft Excavation, 3'-6" Diamete | | | 0290 506B002 AA1 170.000 LF | | | Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0300 506B007 AA1 248.000 LF | | | Special Drilled Shaft Excavation, 6'-0" | | | Diameter | | | 0310 506B009 AA1 519.000 LF | | | Special Drilled Shaft Excavation, 7'-0" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020927006 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 01007 |( 6 ) 03001 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 506B010 AA1 249.000 LF | | | Special Drilled Shaft Excavation, 7'-6" | | | Diameter | | | 0330 506C021 AA1 915.000 LF | | | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS2 Concrete | | | 0340 506C026 AA1 316.000 LF | | | Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS2 Concrete | | | 0350 506C028 AA1 927.000 LF | | | Drilled Shaft Construction, 7'-0" | | | Diameter, Class DS2 Concrete | | | 0360 506C029 AA1 553.000 LF | | | Drilled Shaft Construction, 7'-6" | | | Diameter, Class DS2 Concrete | | | 0370 506F015 AA1 304.000 LF | | | Permanent Drilled Shaft Casing, 7'-6" | | | Diameter | | | 0380 506G006 AA1 2.000 EACH| | | Crosshole Sonic Logging, 6'-0" Diameter | | | 0390 506G008 AA1 2.000 EACH| | | Crosshole Sonic Logging, 7'-0" Diameter | | | 0400 506G009 AA1 12.000 EACH| | | Crosshole Sonic Logging, 7'6" Diameter | | | 0410 508A000 AA1 61400.000 LB | | | Structural Steel | | | 0420 510A000 AA1 7354.000 CUYD| | | Bridge Substructure Concrete, Class A | | | 0430 510C001 AA1 LUMP| | | Bridge Concrete Superstructure STA. | | | 4268+00 APPROX. 3330 CU YDS E.B.L. | | | 0440 510C002 AA1 LUMP| | | Bridge Concrete Superstructure STA. | | | 4268+00 APPROX. 3372 CU YDS W.B.L. | | | 0450 510E000 AA1 20395.000 SQYD| | | Grooving Concrete Bridge Decks | | | 0460 511A001 AA1 440.000 EACH| | | Elastomeric Bearings, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 006 -10 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020927006 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 01007 |( 6 ) 03001 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 513B017 AA1 28417.000 LF | | | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0480 215A000 AA2 3350.000 CUYD| 8.00000 26800.00| 30.00000 100500.00| 29.00000 97150.00 Unclassified Bridge Excavation | | | 0490 215B000 AA2 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| 95000.00000 95000.00 Cofferdams Or Sheeting And Shoring, STA | | | 4268+00 E.B.L. | | | 0500 215B001 AA2 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| 95000.00000 95000.00 Cofferdams Or Sheeting And Shoring, STA | | | 4268+00 WBL | | | 0510 502A000 AA2 2223900.000 LB | 0.44000 978516.00| 0.45000 1000755.00| 0.41000 911799.00 Steel Reinforcement | | | 0520 502B000 AA2 LUMP| 305000.00000 305000.00| 330000.00000 330000.00| 285631.00000 285631.00 Steel Reinforcement For Bridge | | | Superstructure, STA 4268+00 APPROX. 668,| | | 300 | | | 0530 502B001 AA2 LUMP| 305000.00000 305000.00| 330000.00000 330000.00| 287306.01000 287306.01 Steel Reinforcement For Bridge | | | Superstructure STA. 4268+00 APPROX. | | | 675500 | | | 0540 506A001 AA2 12.000 LF | 110.00000 1320.00| 215.00000 2580.00| 301.00000 3612.00 Drilled Shaft Excavation, 6'-0" Diamete | | | 0550 506A002 AA2 252.000 LF | 150.00000 37800.00| 215.00000 54180.00| 163.00000 41076.00 Drilled Shaft Excavation, 7'-0" Diamete | | | 0560 506A005 AA2 745.000 LF | 40.00000 29800.00| 215.00000 160175.00| 89.00000 66305.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0570 506B002 AA2 170.000 LF | 340.00000 57800.00| 930.00000 158100.00| 500.00000 85000.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0580 506B007 AA2 72.000 LF | 900.00000 64800.00| 930.00000 66960.00| 1035.00000 74520.00 Special Drilled Shaft Excavation, 6'-0" | | | Diameter | | | 0590 506B009 AA2 207.000 LF | 1200.00000 248400.00| 930.00000 192510.00| 1200.00000 248400.00 Special Drilled Shaft Excavation, 7'-0" | | | Diameter | | | 0600 506B010 AA2 249.000 LF | 1420.00000 353580.00| 930.00000 231570.00| 1300.00000 323700.00 Special Drilled Shaft Excavation, 7'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 006 -11 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020927006 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( 5 ) 01007 |( 6 ) 03001 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 506C021 AA2 915.000 LF | 70.00000 64050.00| 25.00000 22875.00| 120.00000 109800.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS2 Concrete | | | 0620 506C026 AA2 84.000 LF | 195.00000 16380.00| 85.00000 7140.00| 235.00000 19740.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS2 Concrete | | | 0630 506C028 AA2 459.000 LF | 260.00000 119340.00| 85.00000 39015.00| 250.00000 114750.00 Drilled Shaft Construction, 7'-0" | | | Diameter, Class DS2 Concrete | | | 0640 506C029 AA2 553.000 LF | 305.00000 168665.00| 105.00000 58065.00| 125.00000 69125.00 Drilled Shaft Construction, 7'-6" | | | Diameter, Class DS2 Concrete | | | 0650 506F015 AA2 304.000 LF | 220.00000 66880.00| 240.00000 72960.00| 469.00000 142576.00 Permanent Drilled Shaft Casing, 7'-6" | | | Diameter | | | 0660 506G006 AA2 2.000 EACH| 3150.00000 6300.00| 1075.00000 2150.00| 2475.00000 4950.00 Crosshole Sonic Logging, 6'-0" Diameter | | | 0670 506G008 AA2 2.000 EACH| 3150.00000 6300.00| 1075.00000 2150.00| 2970.00000 5940.00 Crosshole Sonic Logging, 7'-0" Diameter | | | 0680 506G009 AA2 12.000 EACH| 3150.00000 37800.00| 3725.00000 44700.00| 2475.00000 29700.00 Crosshole Sonic Logging, 7'6" Diameter | | | 0690 508A000 AA2 61400.000 LB | 2.90000 178060.00| 2.00000 122800.00| 2.44000 149816.00 Structural Steel | | | 0700 510A000 AA2 8369.000 CUYD| 310.00000 2594390.00| 200.00000 1673800.00| 375.00000 3138375.00 Bridge Substructure Concrete, Class A | | | 0710 510C001 AA2 LUMP| 1080000.00000 1080000.00| 1400000.00000 1400000.00| 1250000.00000 1250000.00 Bridge Concrete Superstructure STA. | | | 4268+00 APPROX. 3330 CU YDS E.B.L. | | | 0720 510C002 AA2 LUMP| 1080000.00000 1080000.00| 1400000.00000 1400000.00| 1250000.00000 1250000.00 Bridge Concrete Superstructure STA. | | | 4268+00 APPROX. 3372 CU YDS | | | 0730 510E000 AA2 20395.000 SQYD| 2.20000 44869.00| 2.50000 50987.50| 1.80000 36711.00 Grooving Concrete Bridge Decks | | | 0740 511A001 AA2 440.000 EACH| 140.00000 61600.00| 200.00000 88000.00| 136.18000 59919.20 Elastomeric Bearings, Type 2 | | | 0750 513B017 AA2 28417.000 LF | 88.00000 2500696.00| 120.53000 3425101.01| 90.00000 2557530.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | SECTION TOTALS | $ 12,135,327.50| $ 12,548,223.51| $ 12,815,775.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,135,327.50| $ 12,548,223.51| $ 12,815,775.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 0 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-0003(502) for constructing the Concrete Intersection and Approaches at the South Bypass and S.R.#21 (U.S.#31) in Montgomery. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 2,093,557.70 100.0000% 2 01018 APAC-ALABAMA, INC. $ 2,247,446.43 107.3506% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,264,357.52 108.1584% 4 19018 SIPPIAL ELECTRIC & CONSTRUCTION CO.,INC. $ 2,408,169.74 115.0276% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 23024 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C002 840.000 SQYD| 4.00000 3360.00| 11.16000 9374.40| 37.88000 31819.20 Removing Concrete Slope Paving | | | 0020 206D001 281.000 LF | 2.00000 562.00| 2.20000 618.20| 2.00000 562.00 Removing Guardrail | | | 0030 206D002 2659.000 LF | 2.00000 5318.00| 5.40000 14358.60| 4.50000 11965.50 Removing Curb | | | 0040 206D003 177.000 LF | 2.00000 354.00| 15.76000 2789.52| 5.60000 991.20 Removing Curb And Gutter | | | 0050 206E001 3.000 EACH| 400.00000 1200.00| 745.00000 2235.00| 1925.00000 5775.00 Removing Inlets | | | 0060 206E008 4.000 EACH| 150.00000 600.00| 100.00000 400.00| 100.00000 400.00 Removing Guardrail End Anchor (All Type | | | 0070 210A000 100.000 CUYD| 35.00000 3500.00| 31.30000 3130.00| 30.00000 3000.00 Unclassified Excavation | | | 0080 210D001 1000.000 CUYD| 12.00000 12000.00| 15.85000 15850.00| 5.00000 5000.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0090 214A000 24.000 CUYD| 17.00000 408.00| 25.00000 600.00| 56.00000 1344.00 Structure Excavation | | | 0100 214B001 5.000 CUYD| 43.00000 215.00| 35.00000 175.00| 185.00000 925.00 Foundation Backfill, Commercial | | | 0110 405A000 570.000 GAL | 1.50000 855.00| 1.00000 570.00| 8.00000 4560.00 Tack Coat | | | 0120 408A052 2500.000 SQYD| 8.00000 20000.00| 4.41000 11025.00| 10.00000 25000.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0130 424A281 2750.000 TON | 41.80000 114950.00| 42.00000 115500.00| 38.00000 104500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0140 424B289 6400.000 TON | 34.50000 220800.00| 43.00000 275200.00| 37.00000 236800.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0150 424C284 750.000 TON | 75.00000 56250.00| 70.00000 52500.00| 75.00000 56250.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 23024 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 450A004 15305.000 SQYD| 63.77000 975999.85| 60.50000 925952.50| 69.00000 1056045.00 Plain Cement Concrete Pavement, 9 | | | Inches Thick | | | 0170 454A004 1025.000 LF | 2.00000 2050.00| 2.55000 2613.75| 2.50000 2562.50 Cleaning And Sealing Concrete Pavement, | | | Type I, Joints (Longitudinal Edge | | | Joints) | | | 0180 530A899 36.000 LF | 25.00000 900.00| 92.00000 3312.00| 47.86000 1722.96 15" Roadway Pipe (14 Gauge C.C.M.) | | | 0190 532A041 20.000 LF | 285.00000 5700.00| 300.00000 6000.00| 128.41000 2568.20 15" Slotted Drain Pipe(With Varible | | | Height Grate) | | | 0200 600A000 LUMP| 170000.00000 170000.00| 240000.00000 240000.00| 200000.00000 200000.00 Mobilization | | | 0210 614A000 40.000 CUYD| 200.00000 8000.00| 250.00000 10000.00| 200.00000 8000.00 Slope Paving | | | 0220 620A000 3.000 CUYD| 300.00000 900.00| 800.00000 2400.00| 600.00000 1800.00 Minor Structure Concrete | | | 0230 621A000 1.000 EACH| 880.00000 880.00| 2000.00000 2000.00| 1850.00000 1850.00 Junction Boxes, Type 1, 1P Or 5 | | | 0240 621A005 1.000 EACH| 880.00000 880.00| 1800.00000 1800.00| 1850.00000 1850.00 Junction Boxes, Type 1 | | | 0250 621C001 1.000 EACH| 1400.00000 1400.00| 1800.00000 1800.00| 900.00000 900.00 Inlets, Type B | | | 0260 621C032 2.000 EACH| 3000.00000 6000.00| 2600.00000 5200.00| 3000.00000 6000.00 Inlets, Type C (Modified) | | | 0270 630A001 281.000 LF | 11.00000 3091.00| 12.50000 3512.50| 12.50000 3512.50 Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C070 4.000 EACH| 1550.00000 6200.00| 1175.00000 4700.00| 1175.00000 4700.00 Guardrail End Anchor, Type 10 Series | | | 0290 650A000 1000.000 CUYD| 6.00000 6000.00| 9.00000 9000.00| 17.00000 17000.00 Topsoil | | | 0300 652A056 1.000 ACRE| 470.00000 470.00| 600.00000 600.00| 500.00000 500.00 Seeding (Mix 2E) | | | 0310 654A000 500.000 SQYD| 3.70000 1850.00| 3.24000 1620.00| 3.00000 1500.00 Solid Sodding | | | 0320 656A000 1.000 ACRE| 445.00000 445.00| 500.00000 500.00| 500.00000 500.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 23024 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665F000 100.000 EACH| 3.00000 300.00| 5.00000 500.00| 24.48000 2448.00 Hay Bales | | | 0340 680A000 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| 5000.00000 5000.00 Engineering Controls | | | 0350 701A061 1.000 MILE| 5600.00000 5600.00| 5600.00000 5600.00| 5600.00000 5600.00 Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0360 701A065 1.000 MILE| 14697.00000 14697.00| 14697.00000 14697.00| 14697.00000 14697.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0370 701A069 1.000 MILE| 5700.00000 5700.00| 5700.00000 5700.00| 5700.00000 5700.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0380 701A073 1.000 MILE| 15278.00000 15278.00| 15278.00000 15278.00| 15278.00000 15278.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0390 701B016 1566.000 LF | 4.00000 6264.00| 4.00000 6264.00| 4.00000 6264.00 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0400 701C000 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Broken Temporary Traffic Stripe | | | 0410 701C001 2.000 MILE| 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 Solid Temporary Traffic Stripe | | | 0420 701C006 16.000 MILE| 5700.00000 91200.00| 5700.00000 91200.00| 5950.00000 95200.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0430 701D008 2.000 MILE| 1500.00000 3000.00| 1500.00000 3000.00| 1500.00000 3000.00 Solid Traffic Stripe Removed (Plastic) | | | 0440 701D009 16.000 MILE| 500.00000 8000.00| 500.00000 8000.00| 1000.00000 16000.00 Solid Traffic Stripe Removed (Tape) | | | 0450 701D015 2.000 MILE| 1300.00000 2600.00| 1300.00000 2600.00| 1300.00000 2600.00 Broken Traffic Stripe Removed (Plastic) | | | 0460 702A040 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0470 702A041 1.000 MILE| 4500.00000 4500.00| 4500.00000 4500.00| 4500.00000 4500.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 23024 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 702A042 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0490 702A043 2.000 MILE| 4500.00000 9000.00| 4500.00000 9000.00| 4500.00000 9000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0500 702B011 100.000 LF | 2.00000 200.00| 2.00000 200.00| 2.00000 200.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0510 703A002 580.000 SQFT| 2.00000 1160.00| 1.90000 1102.00| 1.90000 1102.00 Traffic Control Markings, Class 2, Type | | | A | | | 0520 703A010 10220.000 SQFT| 9.20000 94024.00| 9.17000 93717.40| 9.87000 100871.40 Traffic Control Markings,Class 3W,Type | | | 0530 703B002 70.000 SQFT| 2.00000 140.00| 1.90000 133.00| 133.00000 9310.00 Traffic Control Legends, Class 2, Type | | | 0540 703B010 838.000 SQFT| 18.00000 15084.00| 17.92000 15016.96| 19.92000 16692.96 Traffic Control Legends,Class 3W,Type A | | | 0550 703D000 250.000 SQFT| 12.00000 3000.00| 12.00000 3000.00| 12.00000 3000.00 Temporary Traffic Control Markings(Tape | | | 0560 703D001 500.000 SQFT| 1.00000 500.00| 1.00000 500.00| 1.00000 500.00 Temporary Traffic Control Markings | | | 0570 705A030 8.000 EACH| 4.70000 37.60| 4.70000 37.60| 4.70000 37.60 Pavement Markers, Class A-H, Type 2-C | | | 0580 705A031 100.000 EACH| 4.50000 450.00| 4.50000 450.00| 4.50000 450.00 Pavement Markers, Class A-H, Type 1-A | | | 0590 705A032 100.000 EACH| 4.50000 450.00| 4.50000 450.00| 4.50000 450.00 Pavement Markers, Class A-H, Type 1-B | | | 0600 705A037 55.000 EACH| 4.70000 258.50| 4.70000 258.50| 4.70000 258.50 Pavement Markers, Class A-H, Type 2-D | | | 0610 705A038 50.000 EACH| 4.70000 235.00| 4.70000 235.00| 4.70000 235.00 Pavement Markers, Class A-H, Type 2-E | | | 0620 730A012 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Removal Of Existing Traffic Control | | | Unit (Partial)( US 31 @ Western | | | Boulevard) | | | 0630 730C000 LUMP| 3625.00000 3625.00| 3625.00000 3625.00| 3625.00000 3625.00 Furnishing And Installing Traffic | | | Control Unit (US 31 @ Western Boulevard)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 23024 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 730E000 4.000 EACH| 2250.00000 9000.00| 2250.00000 9000.00| 2250.00000 9000.00 Metal Traffic Signal Pole Foundation | | | 0650 730G001 4.000 EACH| 3500.00000 14000.00| 3500.00000 14000.00| 3500.00000 14000.00 Metal Traffic Signal Strain Pole | | | 0660 730L003 100.000 LF | 3.50000 350.00| 3.50000 350.00| 3.50000 350.00 1", Non-Metallic, Conduit | | | 0670 730L006 50.000 LF | 9.00000 450.00| 9.00000 450.00| 9.00000 450.00 3", Metallic, Conduit | | | 0680 730N011 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00 Luminaire Extension Assembly, 15 Feet | | | 0690 730P022 15.000 EACH| 825.00000 12375.00| 825.00000 12375.00| 825.00000 12375.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0700 730U005 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 1600.00000 1600.00 Furnishing And Installing Video | | | Detection System | | | 0710 740B000 1465.000 SQFT| 7.75000 11353.75| 20.50000 30032.50| 10.00000 14650.00 Construction Signs | | | 0720 740C000 96.000 SQFT| 8.00000 768.00| 28.00000 2688.00| 15.00000 1440.00 Special Construction Signs | | | 0730 740D000 300.000 EACH| 55.00000 16500.00| 95.00000 28500.00| 40.00000 12000.00 Channelizing Drums | | | 0740 740E000 100.000 EACH| 11.00000 1100.00| 2.00000 200.00| 12.00000 1200.00 Cones (36 Inches High) | | | 0750 740F002 8.000 EACH| 155.00000 1240.00| 350.00000 2800.00| 250.00000 2000.00 Barricades, Type III | | | 0760 740I005 2.000 EACH| 240.00000 480.00| 500.00000 1000.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | 0770 740M001 100.000 EACH| 7.00000 700.00| 2.00000 200.00| 5.00000 500.00 Ballast For Cone | | | 0780 740Q000 1000.000 LF | 3.50000 3500.00| 3.65000 3650.00| 1.50000 1500.00 Construction Safety Fence | | | 0790 741C010 4.000 EACH| 2000.00000 8000.00| 800.00000 3200.00| 2750.00000 11000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0800 742A001 4.000 EACH| 4700.00000 18800.00| 3000.00000 12000.00| 7000.00000 28000.00 Portable Changeable Message Sign, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 01018 |( 3 ) 23024 |R.E. GRILLS CONSTRUCTION CO |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 745A000 500.000 HOUR| 26.00000 13000.00| 30.00000 15000.00| 22.50000 11250.00 Uniformed Police Officer | | | 0820 750R000 LUMP| 9500.00000 9500.00| 15600.00000 15600.00| 9120.00000 9120.00 Area Lighting System | | | SECTION TOTALS | $ 2,093,557.70| $ 2,247,446.43| $ 2,264,357.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,093,557.70| $ 2,247,446.43| $ 2,264,357.52 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19018 |( ) |( ) |SIPPIAL ELECTRIC & CONSTRUC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C002 840.000 SQYD| 2.00000 1680.00| | Removing Concrete Slope Paving | | | 0020 206D001 281.000 LF | 2.00000 562.00| | Removing Guardrail | | | 0030 206D002 2659.000 LF | 2.00000 5318.00| | Removing Curb | | | 0040 206D003 177.000 LF | 3.00000 531.00| | Removing Curb And Gutter | | | 0050 206E001 3.000 EACH| 250.00000 750.00| | Removing Inlets | | | 0060 206E008 4.000 EACH| 100.00000 400.00| | Removing Guardrail End Anchor (All Type | | | 0070 210A000 100.000 CUYD| 1.50000 150.00| | Unclassified Excavation | | | 0080 210D001 1000.000 CUYD| 5.00000 5000.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0090 214A000 24.000 CUYD| 7.50000 180.00| | Structure Excavation | | | 0100 214B001 5.000 CUYD| 19.00000 95.00| | Foundation Backfill, Commercial | | | 0110 405A000 570.000 GAL | 11.00000 6270.00| | Tack Coat | | | 0120 408A052 2500.000 SQYD| 13.75000 34375.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0130 424A281 2750.000 TON | 52.25000 143687.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0140 424B289 6400.000 TON | 51.00000 326400.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0150 424C284 750.000 TON | 103.00000 77250.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19018 |( ) |( ) |SIPPIAL ELECTRIC & CONSTRUC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 450A004 15305.000 SQYD| 53.50000 818817.50| | Plain Cement Concrete Pavement, 9 | | | Inches Thick | | | 0170 454A004 1025.000 LF | 2.50000 2562.50| | Cleaning And Sealing Concrete Pavement, | | | Type I, Joints (Longitudinal Edge | | | Joints) | | | 0180 530A899 36.000 LF | 26.00000 936.00| | 15" Roadway Pipe (14 Gauge C.C.M.) | | | 0190 532A041 20.000 LF | 120.00000 2400.00| | 15" Slotted Drain Pipe(With Varible | | | Height Grate) | | | 0200 600A000 LUMP| 146000.00000 146000.00| | Mobilization | | | 0210 614A000 40.000 CUYD| 200.00000 8000.00| | Slope Paving | | | 0220 620A000 3.000 CUYD| 215.00000 645.00| | Minor Structure Concrete | | | 0230 621A000 1.000 EACH| 2000.00000 2000.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0240 621A005 1.000 EACH| 2000.00000 2000.00| | Junction Boxes, Type 1 | | | 0250 621C001 1.000 EACH| 4000.00000 4000.00| | Inlets, Type B | | | 0260 621C032 2.000 EACH| 19.00000 38.00| | Inlets, Type C (Modified) | | | 0270 630A001 281.000 LF | 11.42000 3209.02| | Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C070 4.000 EACH| 74.00000 296.00| | Guardrail End Anchor, Type 10 Series | | | 0290 650A000 1000.000 CUYD| 50.00000 50000.00| | Topsoil | | | 0300 652A056 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 2E) | | | 0310 654A000 500.000 SQYD| 15.00000 7500.00| | Solid Sodding | | | 0320 656A000 1.000 ACRE| 3000.00000 3000.00| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19018 |( ) |( ) |SIPPIAL ELECTRIC & CONSTRUC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665F000 100.000 EACH| 6.00000 600.00| | Hay Bales | | | 0340 680A000 LUMP| 60000.00000 60000.00| | Engineering Controls | | | 0350 701A061 1.000 MILE| 66600.00000 66600.00| | Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0360 701A065 1.000 MILE| 18166.00000 18166.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0370 701A069 1.000 MILE| 5700.00000 5700.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0380 701A073 1.000 MILE| 20000.00000 20000.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0390 701B016 1566.000 LF | 4.60000 7203.60| | Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0400 701C000 1.000 MILE| 580.10000 580.10| | Broken Temporary Traffic Stripe | | | 0410 701C001 2.000 MILE| 600.00000 1200.00| | Solid Temporary Traffic Stripe | | | 0420 701C006 16.000 MILE| 6800.00000 108800.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0430 701D008 2.000 MILE| 1800.00000 3600.00| | Solid Traffic Stripe Removed (Plastic) | | | 0440 701D009 16.000 MILE| 800.00000 12800.00| | Solid Traffic Stripe Removed (Tape) | | | 0450 701D015 2.000 MILE| 1800.00000 3600.00| | Broken Traffic Stripe Removed (Plastic) | | | 0460 702A040 2.000 MILE| 2800.00000 5600.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0470 702A041 1.000 MILE| 5900.00000 5900.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19018 |( ) |( ) |SIPPIAL ELECTRIC & CONSTRUC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 702A042 1.000 MILE| 2800.00000 2800.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0490 702A043 2.000 MILE| 5500.00000 11000.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0500 702B011 100.000 LF | 2.50000 250.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 0510 703A002 580.000 SQFT| 2.50000 1450.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0520 703A010 10220.000 SQFT| 10.50000 107310.00| | Traffic Control Markings,Class 3W,Type | | | 0530 703B002 70.000 SQFT| 5.00000 350.00| | Traffic Control Legends, Class 2, Type | | | 0540 703B010 838.000 SQFT| 21.50000 18017.00| | Traffic Control Legends,Class 3W,Type A | | | 0550 703D000 250.000 SQFT| 18.00000 4500.00| | Temporary Traffic Control Markings(Tape | | | 0560 703D001 500.000 SQFT| 1.50000 750.00| | Temporary Traffic Control Markings | | | 0570 705A030 8.000 EACH| 5.50000 44.00| | Pavement Markers, Class A-H, Type 2-C | | | 0580 705A031 100.000 EACH| 5.25000 525.00| | Pavement Markers, Class A-H, Type 1-A | | | 0590 705A032 100.000 EACH| 6.50000 650.00| | Pavement Markers, Class A-H, Type 1-B | | | 0600 705A037 55.000 EACH| 5.80000 319.00| | Pavement Markers, Class A-H, Type 2-D | | | 0610 705A038 50.000 EACH| 5.50000 275.00| | Pavement Markers, Class A-H, Type 2-E | | | 0620 730A012 LUMP| 1200.00000 1200.00| | Removal Of Existing Traffic Control | | | Unit (Partial)( US 31 @ Western | | | Boulevard) | | | 0630 730C000 LUMP| 5100.00000 5100.00| | Furnishing And Installing Traffic | | | Control Unit (US 31 @ Western Boulevard)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19018 |( ) |( ) |SIPPIAL ELECTRIC & CONSTRUC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 730E000 4.000 EACH| 1500.00000 6000.00| | Metal Traffic Signal Pole Foundation | | | 0650 730G001 4.000 EACH| 4400.00000 17600.00| | Metal Traffic Signal Strain Pole | | | 0660 730L003 100.000 LF | 4.00000 400.00| | 1", Non-Metallic, Conduit | | | 0670 730L006 50.000 LF | 12.00000 600.00| | 3", Metallic, Conduit | | | 0680 730N011 4.000 EACH| 1500.00000 6000.00| | Luminaire Extension Assembly, 15 Feet | | | 0690 730P022 15.000 EACH| 1333.00000 19995.00| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0700 730U005 LUMP| 32000.00000 32000.00| | Furnishing And Installing Video | | | Detection System | | | 0710 740B000 1465.000 SQFT| 11.00000 16115.00| | Construction Signs | | | 0720 740C000 96.000 SQFT| 12.00000 1152.00| | Special Construction Signs | | | 0730 740D000 300.000 EACH| 77.00000 23100.00| | Channelizing Drums | | | 0740 740E000 100.000 EACH| 15.00000 1500.00| | Cones (36 Inches High) | | | 0750 740F002 8.000 EACH| 210.00000 1680.00| | Barricades, Type III | | | 0760 740I005 2.000 EACH| 99.00000 198.00| | Warning Lights, Type B (Detachable Head | | | 0770 740M001 100.000 EACH| 8.25000 825.00| | Ballast For Cone | | | 0780 740Q000 1000.000 LF | 6.50000 6500.00| | Construction Safety Fence | | | 0790 741C010 4.000 EACH| 6290.63000 25162.52| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0800 742A001 4.000 EACH| 22275.00000 89100.00| | Portable Changeable Message Sign, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020927007 COUNTIES : MONTGOMERY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19018 |( ) |( ) |SIPPIAL ELECTRIC & CONSTRUC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 745A000 500.000 HOUR| 32.00000 16000.00| | Uniformed Police Officer | | | 0820 750R000 LUMP| 14300.00000 14300.00| | Area Lighting System | | | SECTION TOTALS | $ 2,408,169.74| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,408,169.74| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20020927008 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : IM-I065(328) for constructing the Bridge Joint Repair, Deck Overlay and Traffic Stripe on Airport Boulevard over I-10 in Mobile. Length 0.052 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20021 C. THORNTON, INC. $ 368,195.62 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 389,153.00 105.6919% 3 19058 S. J. & L., INC. $ 403,868.70 109.6886% 4 13099 MCINNIS, LLC $ 415,411.67 112.8236% 5 16050 POPE CONTRACTING, INC. $ 632,722.50 171.8441% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020927008 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 01007 |( 3 ) 19058 |C. THORNTON, INC. |ALABAMA BRIDGE BUILDERS, IN |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 490A000 2463.000 SQYD| 7.00000 17241.00| 8.00000 19704.00| 5.50000 13546.50 Blast Cleaning | | | 0020 490B003 2463.000 SQYD| 100.00000 246300.00| 110.00000 270930.00| 92.40000 227581.20 Bridge Deck Overlay | | | 0030 520A000 LUMP| 55000.00000 55000.00| 30000.00000 30000.00| 89100.00000 89100.00 Repairs To Existing Bridge, Station | | | 18+61 | | | 0040 600A000 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 44000.00000 44000.00 Mobilization | | | 0050 701E000 1908.000 LF | 0.32000 610.56| 1.00000 1908.00| 0.55000 1049.40 Solid Temporary Traffic Stripe | | | 0060 701E010 1908.000 LF | 0.32000 610.56| 1.00000 1908.00| 0.55000 1049.40 Broken Temporary Traffic Stripe | | | 0070 701G041 1908.000 LF | 1.10000 2098.80| 1.00000 1908.00| 1.40000 2671.20 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0080 701G050 954.000 LF | 1.50000 1431.00| 1.00000 954.00| 2.20000 2098.80 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0090 701G064 954.000 LF | 1.50000 1431.00| 1.00000 954.00| 2.20000 2098.80 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 703A002 111.000 SQFT| 5.50000 610.50| 3.00000 333.00| 7.70000 854.70 Traffic Control Markings, Class 2, Type | | | A | | | 0110 703D001 111.000 SQFT| 2.20000 244.20| 2.00000 222.00| 3.30000 366.30 Temporary Traffic Control Markings | | | 0120 705A031 42.000 EACH| 11.00000 462.00| 6.00000 252.00| 13.20000 554.40 Pavement Markers, Class A-H, Type 1-A | | | 0130 740B000 608.000 SQFT| 12.00000 7296.00| 15.00000 9120.00| 11.00000 6688.00 Construction Signs | | | 0140 740C000 64.000 SQFT| 15.00000 960.00| 15.00000 960.00| 27.50000 1760.00 Special Construction Signs | | | 0150 740D000 100.000 EACH| 45.00000 4500.00| 100.00000 10000.00| 49.50000 4950.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020927008 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 01007 |( 3 ) 19058 |C. THORNTON, INC. |ALABAMA BRIDGE BUILDERS, IN |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 741C010 2.000 EACH| 4700.00000 9400.00| 5000.00000 10000.00| 2750.00000 5500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 368,195.62| $ 389,153.00| $ 403,868.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 368,195.62| $ 389,153.00| $ 403,868.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020927008 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 16050 |( ) |MCINNIS, LLC |POPE CONTRACTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 490A000 2463.000 SQYD| 16.80000 41378.40| 21.00000 51723.00| Blast Cleaning | | | 0020 490B003 2463.000 SQYD| 96.05000 236571.15| 95.00000 233985.00| Bridge Deck Overlay | | | 0030 520A000 LUMP| 90000.00000 90000.00| 140000.00000 140000.00| Repairs To Existing Bridge, Station | | | 18+61 | | | 0040 600A000 LUMP| 25000.00000 25000.00| 150000.00000 150000.00| Mobilization | | | 0050 701E000 1908.000 LF | 1.06000 2022.48| 3.00000 5724.00| Solid Temporary Traffic Stripe | | | 0060 701E010 1908.000 LF | 1.06000 2022.48| 3.00000 5724.00| Broken Temporary Traffic Stripe | | | 0070 701G041 1908.000 LF | 1.06000 2022.48| 3.00000 5724.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0080 701G050 954.000 LF | 1.06000 1011.24| 3.00000 2862.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0090 701G064 954.000 LF | 1.06000 1011.24| 3.00000 2862.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 703A002 111.000 SQFT| 3.20000 355.20| 5.50000 610.50| Traffic Control Markings, Class 2, Type | | | A | | | 0110 703D001 111.000 SQFT| 2.20000 244.20| 5.00000 555.00| Temporary Traffic Control Markings | | | 0120 705A031 42.000 EACH| 6.40000 268.80| 8.50000 357.00| Pavement Markers, Class A-H, Type 1-A | | | 0130 740B000 608.000 SQFT| 8.00000 4864.00| 18.00000 10944.00| Construction Signs | | | 0140 740C000 64.000 SQFT| 10.00000 640.00| 18.00000 1152.00| Special Construction Signs | | | 0150 740D000 100.000 EACH| 50.00000 5000.00| 85.00000 8500.00| Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020927008 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 16050 |( ) |MCINNIS, LLC |POPE CONTRACTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 741C010 2.000 EACH| 1500.00000 3000.00| 6000.00000 12000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 415,411.67| $ 632,722.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 415,411.67| $ 632,722.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20020927030 COUNTIES : ETOWAH LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : FLEX-CN02(208) for constructing the Resurfacing, Traffic Stripe, and Guardrail on Pleasant Valley Road from S.R.#25 (U.S.#411) to the Rainbow City corporate limits. Length - 3.936 mi SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 417,997.79 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 419,519.25 100.3640% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020927030 COUNTIES : ETOWAH LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY 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| 10000.00000 10000.00| 5000.00000 5000.00| Clearing & Grubbing (Approximately 1.0 | | | Acre) | | | 0020 210D001 4600.000 CUYD| 6.50000 29900.00| 7.00000 32200.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 405A000 2841.000 GAL | 1.10000 3125.10| 1.25000 3551.25| Tack Coat | | | 0040 429A220 2604.000 TON | 34.31000 89343.24| 33.00000 85932.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429A226 711.000 TON | 34.31000 24394.41| 33.00000 23463.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 429B229 5976.000 TON | 25.65000 153284.40| 27.50000 164340.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429C224 720.000 TON | 40.00000 28800.00| 55.00000 39600.00| Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0080 600A000 LUMP| 23181.14000 23181.14| 12500.00000 12500.00| Mobilization | | | 0090 630A021 800.000 LF | 10.10000 8080.00| 10.10000 8080.00| Steel Beam Guardrail, Class A, Type | | | 2(Steel Post) | | | 0100 630C050 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| Guardrail End Anchor, Type 20 Series | | | 0110 652A053 1.000 ACRE| 750.00000 750.00| 500.00000 500.00| Seeding (Mix 1E) | | | 0120 656A000 1.000 ACRE| 600.00000 600.00| 500.00000 500.00| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020927030 COUNTIES : ETOWAH LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 665F000 240.000 EACH| 6.00000 1440.00| 10.00000 2400.00| Hay Bales | | | 0140 665J000 2400.000 LF | 3.50000 8400.00| 2.50000 6000.00| Silt Fence, Type A | | | 0150 701A031 8.000 MILE| 940.00000 7520.00| 940.00000 7520.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 6.000 MILE| 1080.00000 6480.00| 1080.00000 6480.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 2.000 MILE| 600.00000 1200.00| 600.00000 1200.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 4.000 MILE| 340.00000 1360.00| 340.00000 1360.00| Broken Temporary Traffic Stripe | | | 0190 701C001 12.000 MILE| 380.00000 4560.00| 380.00000 4560.00| Solid Temporary Traffic Stripe | | | 0200 703A002 120.000 SQFT| 2.50000 300.00| 2.50000 300.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703D001 120.000 SQFT| 1.30000 156.00| 1.30000 156.00| Temporary Traffic Control Markings | | | 0220 705A032 370.000 EACH| 5.25000 1942.50| 5.00000 1850.00| Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 132.000 EACH| 5.25000 693.00| 5.25000 693.00| Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 261.000 SQFT| 8.00000 2088.00| 12.50000 3262.50| Construction Signs | | | 0250 740D000 50.000 EACH| 40.00000 2000.00| 0.00000 0.00| Channelizing Drums | | | 0260 740E000 50.000 EACH| 12.00000 600.00| 0.00000 0.00| Cones (36 Inches High) | | | 0270 740M001 50.000 EACH| 6.00000 300.00| 0.00000 0.00| Ballast For Cone | | | 0280 740O000 1.000 EACH| 2500.00000 2500.00| 3071.50000 3071.50| Pilot Car | | | SECTION TOTALS | $ 417,997.79| $ 419,519.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 417,997.79| $ 419,519.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20020927031 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : TCSP-CN02(905) for constructing the Roadway Lighting on S.R.#42 (U.S.#98) from Gable Street to I-10 in Daphne. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07004 GEORGIA ELECTRIC COMPANY $ 839,657.63 100.0000% 2 19111 SAFTEY GUIDE OF ALABAMA, L.L.C. $ 890,160.00 106.0146% 3 01020 APEX CONTRACTING, INC. $ 897,087.00 106.8396% 4 13098 MASTEC NORTH AMERICA, INC. $ 945,456.20 112.6002% 5 02057 BAGBY & RUSSELL ELECTRIC COMPANY, INC. $ 997,560.32 118.8056% 6 13073 MARLIN CONTRACTING COMPANY, INC. $ 1,057,575.00 125.9531% 7 20003 TEMPLE ELECTRIC COMPANY, INC. $ 1,084,000.00 129.1002% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020927031 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07004 |( 2 ) 19111 |( 3 ) 01020 |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L. |APEX CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 54347.83000 54347.83| 40000.00000 40000.00| 87200.00000 87200.00 Mobilization | | | 0020 740B000 5264.000 SQFT| 11.78000 62009.92| 2.50000 13160.00| 3.00000 15792.00 Construction Signs | | | 0030 740D000 50.000 EACH| 108.70000 5435.00| 25.00000 1250.00| 40.00000 2000.00 Channelizing Drums | | | 0040 740E000 50.000 EACH| 27.17000 1358.50| 10.00000 500.00| 8.00000 400.00 Cones (36 Inches High) | | | 0050 740M001 50.000 EACH| 10.27000 513.50| 5.00000 250.00| 2.00000 100.00 Ballast For Cone | | | 0060 750B251 10.000 EACH| 3321.26000 33212.60| 3500.00000 35000.00| 2800.00000 28000.00 Segmented Reflector Luminaire Assembly, | | | Double | | | 0070 750Z010 LUMP| 682780.28000 682780.28| 800000.00000 800000.00| 763595.00000 763595.00 Roadway Lighting System | | | SECTION TOTALS | $ 839,657.63| $ 890,160.00| $ 897,087.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 839,657.63| $ 890,160.00| $ 897,087.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020927031 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13098 |( 5 ) 02057 |( 6 ) 13073 |MASTEC NORTH AMERICA, INC. |BAGBY & RUSSELL ELECTRIC CO |MARLIN CONTRACTING 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| 17620.00000 17620.00| 9924.00000 9924.00| 50000.00000 50000.00 Mobilization | | | 0020 740B000 5264.000 SQFT| 13.30000 70011.20| 10.88000 57272.32| 10.75000 56588.00 Construction Signs | | | 0030 740D000 50.000 EACH| 102.00000 5100.00| 100.46000 5023.00| 99.00000 4950.00 Channelizing Drums | | | 0040 740E000 50.000 EACH| 44.00000 2200.00| 25.12000 1256.00| 24.00000 1200.00 Cones (36 Inches High) | | | 0050 740M001 50.000 EACH| 11.50000 575.00| 9.48000 474.00| 9.00000 450.00 Ballast For Cone | | | 0060 750B251 10.000 EACH| 2895.00000 28950.00| 2264.20000 22642.00| 3200.00000 32000.00 Segmented Reflector Luminaire Assembly, | | | Double | | | 0070 750Z010 LUMP| 821000.00000 821000.00| 900969.00000 900969.00| 912387.00000 912387.00 Roadway Lighting System | | | SECTION TOTALS | $ 945,456.20| $ 997,560.32| $ 1,057,575.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 945,456.20| $ 997,560.32| $ 1,057,575.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020927031 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20003 |( ) |( ) |TEMPLE ELECTRIC COMPANY, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 77782.00000 77782.00| | Mobilization | | | 0020 740B000 5264.000 SQFT| 12.00000 63168.00| | Construction Signs | | | 0030 740D000 50.000 EACH| 50.00000 2500.00| | Channelizing Drums | | | 0040 740E000 50.000 EACH| 10.00000 500.00| | Cones (36 Inches High) | | | 0050 740M001 50.000 EACH| 1.00000 50.00| | Ballast For Cone | | | 0060 750B251 10.000 EACH| 3500.00000 35000.00| | Segmented Reflector Luminaire Assembly, | | | Double | | | 0070 750Z010 LUMP| 905000.00000 905000.00| | Roadway Lighting System | | | SECTION TOTALS | $ 1,084,000.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,084,000.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BELT-0003(501) for constructing the Widening on S.R.#3 (U.S.#31) from Sta.105+33 near St. Johns Church to Sta.147+11 northeast of Malbis. Length - 0.791 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 457,250.06 100.0000% 2 01073 ASPHALT SUPPLY, L.L.C. $ 479,974.58 104.9698% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 487,331.39 106.5787% 4 09010 INDUSTRIAL SERVICES OF MOBILE, INC. $ 502,767.47 109.9546% 5 23029 J. S. WALTON & COMPANY, INC. $ 508,536.40 111.2163% 6 19058 S. J. & L., INC. $ 527,303.00 115.3205% 7 01039 JAMES H. ADAMS & SON CONSTRUCTION COMPANY, INC. $ 540,549.00 118.2174% 8 20044 FRANK TURNER CONSTRUCTION CO., INC. $ 540,849.92 118.2832% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 01073 |( 3 ) 23011 |JOHN G. WALTON CONSTRUCTION |ASPHALT SUPPLY, L.L.C. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D000 46.000 LF | 8.23000 378.58| 20.00000 920.00| 16.11000 741.06 Removing Pipe | | | 0020 206E000 2.000 EACH| 94.65000 189.30| 200.00000 400.00| 148.21000 296.42 Removing Headwalls | | | 0030 209A000 8.000 EACH| 77.64000 621.12| 65.00000 520.00| 66.79000 534.32 Mailbox Reset, Single | | | 0040 210A000 6051.000 CUYD| 4.22000 25535.22| 5.10000 30860.10| 6.81000 41207.31 Unclassified Excavation | | | 0050 210D022 2616.000 CUYD| 4.66000 12190.56| 7.25000 18966.00| 6.27000 16402.32 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0060 214A000 198.000 CUYD| 1.22000 241.56| 11.11000 2199.78| 9.34000 1849.32 Structure Excavation | | | 0070 214B000 13.000 CUYD| 24.73000 321.49| 11.11000 144.43| 11.67000 151.71 Foundation Backfill, Local | | | 0080 214B001 7.000 CUYD| 39.54000 276.78| 50.00000 350.00| 49.03000 343.21 Foundation Backfill, Commercial | | | 0090 230A000 42.000 RBST| 363.96000 15286.32| 105.00000 4410.00| 402.13000 16889.46 Roadbed Processing | | | 0100 301A012 5990.000 SQYD| 8.68000 51993.20| 6.90000 41331.00| 7.61000 45583.90 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 5990.000 SQYD| 0.55000 3294.50| 0.40000 2396.00| 0.57000 3414.30 Bituminous Treatment A | | | 0120 405A000 830.000 GAL | 1.10000 913.00| 1.65000 1369.50| 1.16000 962.80 Tack Coat | | | 0130 408A051 1765.000 SQYD| 2.53000 4465.45| 2.50000 4412.50| 2.04000 3600.60 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0140 424A360 1110.000 TON | 46.53000 51648.30| 47.00000 52170.00| 47.09000 52269.90 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424B651 760.000 TON | 44.55000 33858.00| 46.00000 34960.00| 39.98000 30384.80 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 01073 |( 3 ) 23011 |JOHN G. WALTON CONSTRUCTION |ASPHALT SUPPLY, L.L.C. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 50.000 TON | 77.00000 3850.00| 56.00000 2800.00| 74.93000 3746.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B659 800.000 TON | 44.55000 35640.00| 46.00000 36800.00| 39.35000 31480.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B681 1130.000 TON | 44.55000 50341.50| 46.00000 51980.00| 36.95000 41753.50 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 430B040 100.000 TON | 29.80000 2980.00| 38.00000 3800.00| 23.71000 2371.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0200 502A000 2243.000 LB | 0.68000 1525.24| 1.39000 3117.77| 0.88000 1973.84 Steel Reinforcement | | | 0210 524B011 15.000 CUYD| 918.26000 13773.90| 945.00000 14175.00| 1400.98000 21014.70 Culvert Concrete Extension (Cast In | | | Place) | | | 0220 530B002 68.000 LF | 43.19000 2936.92| 49.50000 3366.00| 43.94000 2987.92 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0230 535A080 20.000 LF | 35.34000 706.80| 43.00000 860.00| 29.52000 590.40 18" Side Drain Pipe (Class 3 R.C.) | | | 0240 535A410 16.000 LF | 51.22000 819.52| 39.00000 624.00| 42.53000 680.48 15" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 535A411 176.000 LF | 35.02000 6163.52| 48.00000 8448.00| 35.46000 6240.96 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 535A412 16.000 LF | 63.37000 1013.92| 54.00000 864.00| 54.23000 867.68 24" Side Drain Pipe(Class 3 R.C. | | | )(Extension) | | | 0270 535B593 32.000 LF | 56.47000 1807.04| 55.00000 1760.00| 63.55000 2033.60 29"Span,18"Rise Sidedrain | | | Pipe(Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 01073 |( 3 ) 23011 |JOHN G. WALTON CONSTRUCTION |ASPHALT SUPPLY, L.L.C. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 600A000 LUMP| 18300.00000 18300.00| 16000.00000 16000.00| 28837.74000 28837.74 Mobilization | | | 0290 606A012 200.000 LF | 10.90000 2180.00| 13.35000 2670.00| 8.94000 1788.00 6" Underdrain Pipe, Type 8 | | | 0300 619A100 2.000 EACH| 450.81000 901.62| 333.00000 666.00| 485.68000 971.36 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0310 619A101 28.000 EACH| 454.27000 12719.56| 389.00000 10892.00| 569.73000 15952.44 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 619A102 2.000 EACH| 475.10000 950.20| 389.00000 778.00| 737.85000 1475.70 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619B117 7.000 EACH| 503.19000 3522.33| 389.00000 2723.00| 788.05000 5516.35 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0340 619B142 1.000 EACH| 1201.54000 1201.54| 556.00000 556.00| 1079.92000 1079.92 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0350 620A000 6.000 CUYD| 122.36000 734.16| 600.00000 3600.00| 700.49000 4202.94 Minor Structure Concrete | | | 0360 630A033 125.000 LF | 14.30000 1787.50| 13.68000 1710.00| 15.18000 1897.50 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0370 630C050 4.000 EACH| 1815.00000 7260.00| 1736.00000 6944.00| 1926.35000 7705.40 Guardrail End Anchor, Type 20 Series | | | 0380 650A000 1363.000 CUYD| 4.62000 6297.06| 7.10000 9677.30| 4.77000 6501.51 Topsoil | | | 0390 652A061 3.000 ACRE| 550.00000 1650.00| 900.00000 2700.00| 583.74000 1751.22 Seeding (Mix 3E) | | | 0400 652B056 3.000 ACRE| 385.00000 1155.00| 900.00000 2700.00| 350.24000 1050.72 Temporary Seeding (Mix 3BT) | | | 0410 654A000 144.000 SQYD| 3.30000 475.20| 12.00000 1728.00| 3.50000 504.00 Solid Sodding | | | 0420 656A000 3.000 ACRE| 550.00000 1650.00| 900.00000 2700.00| 583.74000 1751.22 Mulching, Class A, Type 1 | | | 0430 665B000 3.000 ACRE| 330.00000 990.00| 750.00000 2250.00| 350.24000 1050.72 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 01073 |( 3 ) 23011 |JOHN G. WALTON CONSTRUCTION |ASPHALT SUPPLY, L.L.C. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 665F000 470.000 EACH| 7.78000 3656.60| 5.35000 2514.50| 6.38000 2998.60 Hay Bales | | | 0450 665G000 100.000 EACH| 5.15000 515.00| 1.25000 125.00| 8.04000 804.00 Sand Bags | | | 0460 665I000 210.000 TON | 44.89000 9426.90| 68.00000 14280.00| 26.99000 5667.90 Temporary Riprap, Class 2 | | | 0470 665J000 4307.000 LF | 2.65000 11413.55| 2.33000 10035.31| 2.45000 10552.15 Silt Fence, Type A | | | 0480 665K000 34.000 CUYD| 16.39000 557.26| 55.00000 1870.00| 5.79000 196.86 Drainage Sump Excavation | | | 0490 666A001 3.000 ACRE| 33.00000 99.00| 600.00000 1800.00| 35.02000 105.06 Pest Control Treatment | | | 0500 680A000 LUMP| 5106.00000 5106.00| 8000.00000 8000.00| 11757.15000 11757.15 Engineering Controls | | | 0510 701A028 2.000 MILE| 3300.00000 6600.00| 921.05000 1842.10| 1634.48000 3268.96 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0520 701A046 2.000 MILE| 880.00000 1760.00| 605.26000 1210.52| 817.24000 1634.48 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0530 701A048 2.000 MILE| 3300.00000 6600.00| 1394.74000 2789.48| 1751.23000 3502.46 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0540 701B009 280.000 LF | 1.10000 308.00| 0.47000 131.60| 0.88000 246.40 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0550 701C000 2.000 MILE| 385.00000 770.00| 236.84000 473.68| 233.50000 467.00 Broken Temporary Traffic Stripe | | | 0560 701C001 10.000 MILE| 220.00000 2200.00| 342.11000 3421.10| 233.50000 2335.00 Solid Temporary Traffic Stripe | | | 0570 701D007 5.000 MILE| 715.00000 3575.00| 1500.00000 7500.00| 583.74000 2918.70 Solid Traffic Stripe Removed (Paint) | | | 0580 701D008 5.000 MILE| 935.00000 4675.00| 1500.00000 7500.00| 933.99000 4669.95 Solid Traffic Stripe Removed (Plastic) | | | 0590 703A002 851.000 SQFT| 1.98000 1684.98| 1.63000 1387.13| 2.10000 1787.10 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 01073 |( 3 ) 23011 |JOHN G. WALTON CONSTRUCTION |ASPHALT SUPPLY, L.L.C. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 703B002 45.000 SQFT| 5.50000 247.50| 2.21000 99.45| 2.33000 104.85 Traffic Control Legends, Class 2, Type | | | 0610 703D001 274.000 SQFT| 0.66000 180.84| 0.95000 260.30| 0.58000 158.92 Temporary Traffic Control Markings | | | 0620 705A023 210.000 EACH| 5.50000 1155.00| 4.11000 863.10| 5.55000 1165.50 Pavement Markers, Class C, Type 2-D | | | 0630 705A032 300.000 EACH| 5.50000 1650.00| 4.11000 1233.00| 5.55000 1665.00 Pavement Markers, Class A-H, Type 1-B | | | 0640 705A037 171.000 EACH| 5.50000 940.50| 4.11000 702.81| 5.84000 998.64 Pavement Markers, Class A-H, Type 2-D | | | 0650 705A038 87.000 EACH| 5.50000 478.50| 4.11000 357.57| 5.84000 508.08 Pavement Markers, Class A-H, Type 2-E | | | 0660 740B000 629.000 SQFT| 4.44000 2792.76| 8.95000 5629.55| 4.72000 2968.88 Construction Signs | | | 0670 740D000 100.000 EACH| 0.01000 1.00| 45.00000 4500.00| 29.50000 2950.00 Channelizing Drums | | | 0680 740E000 100.000 EACH| 0.01000 1.00| 6.00000 600.00| 5.84000 584.00 Cones (36 Inches High) | | | 0690 740L005 100.000 EACH| 50.65000 5065.00| 52.50000 5250.00| 67.17000 6717.00 Vertical Panel, Type I (Double-Sided) | | | 0700 740M001 100.000 EACH| 0.01000 1.00| 3.00000 300.00| 5.90000 590.00 Ballast For Cone | | | 0710 741C010 2.000 EACH| 621.88000 1243.76| 1500.00000 3000.00| 1800.00000 3600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 457,250.06| $ 479,974.58| $ 487,331.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 457,250.06| $ 479,974.58| $ 487,331.39 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 09010 |( 5 ) 23029 |( 6 ) 19058 |INDUSTRIAL SERVICES OF MOBI |J. S. WALTON & COMPANY, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D000 46.000 LF | 5.78000 265.88| 8.13000 373.98| 9.00000 414.00 Removing Pipe | | | 0020 206E000 2.000 EACH| 97.61000 195.22| 34.69000 69.38| 150.00000 300.00 Removing Headwalls | | | 0030 209A000 8.000 EACH| 31.14000 249.12| 28.57000 228.56| 97.00000 776.00 Mailbox Reset, Single | | | 0040 210A000 6051.000 CUYD| 4.62000 27955.62| 4.79000 28984.29| 3.70000 22388.70 Unclassified Excavation | | | 0050 210D022 2616.000 CUYD| 6.49000 16977.84| 5.80000 15172.80| 5.00000 13080.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0060 214A000 198.000 CUYD| 4.79000 948.42| 7.94000 1572.12| 5.00000 990.00 Structure Excavation | | | 0070 214B000 13.000 CUYD| 10.41000 135.33| 23.64000 307.32| 8.20000 106.60 Foundation Backfill, Local | | | 0080 214B001 7.000 CUYD| 47.90000 335.30| 87.95000 615.65| 47.00000 329.00 Foundation Backfill, Commercial | | | 0090 230A000 42.000 RBST| 239.69000 10066.98| 297.56000 12497.52| 350.00000 14700.00 Roadbed Processing | | | 0100 301A012 5990.000 SQYD| 8.63000 51693.70| 8.97000 53730.30| 7.40000 44326.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 5990.000 SQYD| 0.60000 3594.00| 0.57000 3414.30| 0.60000 3594.00 Bituminous Treatment A | | | 0120 405A000 830.000 GAL | 1.20000 996.00| 1.15000 954.50| 1.20000 996.00 Tack Coat | | | 0130 408A051 1765.000 SQYD| 2.75000 4853.75| 2.64000 4659.60| 2.80000 4942.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0140 424A360 1110.000 TON | 50.65000 56221.50| 48.62000 53968.20| 50.50000 56055.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424B651 760.000 TON | 48.50000 36860.00| 46.55000 35378.00| 48.30000 36708.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -8 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 09010 |( 5 ) 23029 |( 6 ) 19058 |INDUSTRIAL SERVICES OF MOBI |J. S. WALTON & COMPANY, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 50.000 TON | 65.86000 3293.00| 74.71000 3735.50| 102.00000 5100.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B659 800.000 TON | 48.50000 38800.00| 46.55000 37240.00| 48.30000 38640.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B681 1130.000 TON | 48.50000 54805.00| 46.55000 52601.50| 48.30000 54579.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 430B040 100.000 TON | 32.98000 3298.00| 25.05000 2505.00| 22.30000 2230.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0200 502A000 2243.000 LB | 0.60000 1345.80| 1.58000 3543.94| 0.60000 1345.80 Steel Reinforcement | | | 0210 524B011 15.000 CUYD| 993.86000 14907.90| 466.04000 6990.60| 1000.00000 15000.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0220 530B002 68.000 LF | 42.95000 2920.60| 36.31000 2469.08| 40.00000 2720.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0230 535A080 20.000 LF | 29.50000 590.00| 33.21000 664.20| 31.00000 620.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0240 535A410 16.000 LF | 27.99000 447.84| 34.99000 559.84| 24.00000 384.00 15" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 535A411 176.000 LF | 31.46000 5536.96| 35.24000 6202.24| 25.30000 4452.80 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 535A412 16.000 LF | 40.02000 640.32| 46.39000 742.24| 36.00000 576.00 24" Side Drain Pipe(Class 3 R.C. | | | )(Extension) | | | 0270 535B593 32.000 LF | 39.22000 1255.04| 54.98000 1759.36| 39.00000 1248.00 29"Span,18"Rise Sidedrain | | | Pipe(Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -9 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 09010 |( 5 ) 23029 |( 6 ) 19058 |INDUSTRIAL SERVICES OF MOBI |J. S. WALTON & COMPANY, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 600A000 LUMP| 17206.02000 17206.02| 63161.64000 63161.64| 34000.00000 34000.00 Mobilization | | | 0290 606A012 200.000 LF | 9.64000 1928.00| 13.76000 2752.00| 7.00000 1400.00 6" Underdrain Pipe, Type 8 | | | 0300 619A100 2.000 EACH| 443.05000 886.10| 340.25000 680.50| 450.00000 900.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0310 619A101 28.000 EACH| 478.97000 13411.16| 353.70000 9903.60| 480.00000 13440.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 619A102 2.000 EACH| 508.90000 1017.80| 367.15000 734.30| 510.00000 1020.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619B117 7.000 EACH| 508.90000 3562.30| 380.59000 2664.13| 510.00000 3570.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0340 619B142 1.000 EACH| 761.56000 761.56| 380.59000 380.59| 760.00000 760.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0350 620A000 6.000 CUYD| 825.02000 4950.12| 536.71000 3220.26| 820.00000 4920.00 Minor Structure Concrete | | | 0360 630A033 125.000 LF | 15.57000 1946.25| 14.94000 1867.50| 15.00000 1875.00 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0370 630C050 4.000 EACH| 1975.74000 7902.96| 1896.51000 7586.04| 1860.00000 7440.00 Guardrail End Anchor, Type 20 Series | | | 0380 650A000 1363.000 CUYD| 13.87000 18904.81| 8.90000 12130.70| 18.30000 24942.90 Topsoil | | | 0390 652A061 3.000 ACRE| 778.32000 2334.96| 767.03000 2301.09| 725.00000 2175.00 Seeding (Mix 3E) | | | 0400 652B056 3.000 ACRE| 658.58000 1975.74| 474.64000 1423.92| 625.00000 1875.00 Temporary Seeding (Mix 3BT) | | | 0410 654A000 144.000 SQYD| 3.47000 499.68| 3.65000 525.60| 4.00000 576.00 Solid Sodding | | | 0420 656A000 3.000 ACRE| 718.45000 2155.35| 566.84000 1700.52| 725.00000 2175.00 Mulching, Class A, Type 1 | | | 0430 665B000 3.000 ACRE| 688.52000 2065.56| 361.42000 1084.26| 650.00000 1950.00 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -10 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 09010 |( 5 ) 23029 |( 6 ) 19058 |INDUSTRIAL SERVICES OF MOBI |J. S. WALTON & COMPANY, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 665F000 470.000 EACH| 5.91000 2777.70| 4.02000 1889.40| 6.00000 2820.00 Hay Bales | | | 0450 665G000 100.000 EACH| 2.07000 207.00| 3.44000 344.00| 4.00000 400.00 Sand Bags | | | 0460 665I000 210.000 TON | 31.97000 6713.70| 30.66000 6438.60| 35.00000 7350.00 Temporary Riprap, Class 2 | | | 0470 665J000 4307.000 LF | 1.84000 7924.88| 3.29000 14170.03| 3.00000 12921.00 Silt Fence, Type A | | | 0480 665K000 34.000 CUYD| 9.07000 308.38| 18.51000 629.34| 10.00000 340.00 Drainage Sump Excavation | | | 0490 666A001 3.000 ACRE| 239.48000 718.44| 143.67000 431.01| 600.00000 1800.00 Pest Control Treatment | | | 0500 680A000 LUMP| 5747.62000 5747.62| 2835.24000 2835.24| 7500.00000 7500.00 Engineering Controls | | | 0510 701A028 2.000 MILE| 1581.49000 3162.98| 1609.16000 3218.32| 1670.00000 3340.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0520 701A046 2.000 MILE| 790.75000 1581.50| 919.52000 1839.04| 950.00000 1900.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0530 701A048 2.000 MILE| 1694.46000 3388.92| 1609.16000 3218.32| 1670.00000 3340.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0540 701B009 280.000 LF | 0.85000 238.00| 1.15000 322.00| 1.20000 336.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0550 701C000 2.000 MILE| 225.93000 451.86| 287.35000 574.70| 300.00000 600.00 Broken Temporary Traffic Stripe | | | 0560 701C001 10.000 MILE| 225.93000 2259.30| 344.82000 3448.20| 350.00000 3500.00 Solid Temporary Traffic Stripe | | | 0570 701D007 5.000 MILE| 564.82000 2824.10| 1149.40000 5747.00| 1200.00000 6000.00 Solid Traffic Stripe Removed (Paint) | | | 0580 701D008 5.000 MILE| 903.72000 4518.60| 1379.28000 6896.40| 1450.00000 7250.00 Solid Traffic Stripe Removed (Plastic) | | | 0590 703A002 851.000 SQFT| 2.04000 1736.04| 2.30000 1957.30| 2.40000 2042.40 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -11 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 09010 |( 5 ) 23029 |( 6 ) 19058 |INDUSTRIAL SERVICES OF MOBI |J. S. WALTON & COMPANY, INC |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 703B002 45.000 SQFT| 2.26000 101.70| 2.30000 103.50| 2.40000 108.00 Traffic Control Legends, Class 2, Type | | | 0610 703D001 274.000 SQFT| 0.56000 153.44| 1.15000 315.10| 1.20000 328.80 Temporary Traffic Control Markings | | | 0620 705A023 210.000 EACH| 5.36000 1125.60| 5.75000 1207.50| 6.00000 1260.00 Pavement Markers, Class C, Type 2-D | | | 0630 705A032 300.000 EACH| 5.36000 1608.00| 5.75000 1725.00| 6.00000 1800.00 Pavement Markers, Class A-H, Type 1-B | | | 0640 705A037 171.000 EACH| 5.36000 916.56| 5.75000 983.25| 6.00000 1026.00 Pavement Markers, Class A-H, Type 2-D | | | 0650 705A038 87.000 EACH| 5.65000 491.55| 5.75000 500.25| 6.00000 522.00 Pavement Markers, Class A-H, Type 2-E | | | 0660 740B000 629.000 SQFT| 11.67000 7340.43| 4.55000 2861.95| 11.00000 6919.00 Construction Signs | | | 0670 740D000 100.000 EACH| 77.83000 7783.00| 6.29000 629.00| 73.20000 7320.00 Channelizing Drums | | | 0680 740E000 100.000 EACH| 22.15000 2215.00| 2.86000 286.00| 21.00000 2100.00 Cones (36 Inches High) | | | 0690 740L005 100.000 EACH| 101.78000 10178.00| 25.09000 2509.00| 96.00000 9600.00 Vertical Panel, Type I (Double-Sided) | | | 0700 740M001 100.000 EACH| 8.08000 808.00| 2.86000 286.00| 7.60000 760.00 Ballast For Cone | | | 0710 741C010 2.000 EACH| 2394.84000 4789.68| 57.14000 114.28| 2250.00000 4500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 502,767.47| $ 508,536.40| $ 527,303.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 502,767.47| $ 508,536.40| $ 527,303.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -12 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01039 |( 8 ) 20044 |( ) |JAMES H. ADAMS & SON CONSTR |FRANK TURNER CONSTRUCTION C | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D000 46.000 LF | 6.00000 276.00| 10.00000 460.00| Removing Pipe | | | 0020 206E000 2.000 EACH| 350.00000 700.00| 150.00000 300.00| Removing Headwalls | | | 0030 209A000 8.000 EACH| 150.00000 1200.00| 65.00000 520.00| Mailbox Reset, Single | | | 0040 210A000 6051.000 CUYD| 4.00000 24204.00| 4.50000 27229.50| Unclassified Excavation | | | 0050 210D022 2616.000 CUYD| 8.00000 20928.00| 7.12000 18625.92| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0060 214A000 198.000 CUYD| 10.00000 1980.00| 12.00000 2376.00| Structure Excavation | | | 0070 214B000 13.000 CUYD| 20.00000 260.00| 15.00000 195.00| Foundation Backfill, Local | | | 0080 214B001 7.000 CUYD| 50.00000 350.00| 32.00000 224.00| Foundation Backfill, Commercial | | | 0090 230A000 42.000 RBST| 250.00000 10500.00| 175.00000 7350.00| Roadbed Processing | | | 0100 301A012 5990.000 SQYD| 8.00000 47920.00| 7.10000 42529.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 5990.000 SQYD| 0.60000 3594.00| 0.50000 2995.00| Bituminous Treatment A | | | 0120 405A000 830.000 GAL | 1.25000 1037.50| 1.15000 954.50| Tack Coat | | | 0130 408A051 1765.000 SQYD| 2.70000 4765.50| 2.50000 4412.50| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0140 424A360 1110.000 TON | 48.00000 53280.00| 44.64000 49550.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424B651 760.000 TON | 46.00000 34960.00| 42.29000 32140.40| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -13 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01039 |( 8 ) 20044 |( ) |JAMES H. ADAMS & SON CONSTR |FRANK TURNER CONSTRUCTION C | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 50.000 TON | 75.00000 3750.00| 80.00000 4000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B659 800.000 TON | 46.00000 36800.00| 43.79000 35032.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B681 1130.000 TON | 46.00000 51980.00| 42.29000 47787.70| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 430B040 100.000 TON | 25.00000 2500.00| 40.00000 4000.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0200 502A000 2243.000 LB | 1.50000 3364.50| 1.00000 2243.00| Steel Reinforcement | | | 0210 524B011 15.000 CUYD| 1000.00000 15000.00| 600.00000 9000.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0220 530B002 68.000 LF | 40.00000 2720.00| 42.46000 2887.28| 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0230 535A080 20.000 LF | 25.00000 500.00| 32.46000 649.20| 18" Side Drain Pipe (Class 3 R.C.) | | | 0240 535A410 16.000 LF | 22.00000 352.00| 29.90000 478.40| 15" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 535A411 176.000 LF | 25.00000 4400.00| 32.46000 5712.96| 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 535A412 16.000 LF | 40.00000 640.00| 39.82000 637.12| 24" Side Drain Pipe(Class 3 R.C. | | | )(Extension) | | | 0270 535B593 32.000 LF | 40.00000 1280.00| 42.46000 1358.72| 29"Span,18"Rise Sidedrain | | | Pipe(Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -14 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01039 |( 8 ) 20044 |( ) |JAMES H. ADAMS & SON CONSTR |FRANK TURNER CONSTRUCTION C | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 600A000 LUMP| 40000.00000 40000.00| 74200.00000 74200.00| Mobilization | | | 0290 606A012 200.000 LF | 6.00000 1200.00| 10.00000 2000.00| 6" Underdrain Pipe, Type 8 | | | 0300 619A100 2.000 EACH| 400.00000 800.00| 440.00000 880.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0310 619A101 28.000 EACH| 400.00000 11200.00| 440.00000 12320.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 619A102 2.000 EACH| 500.00000 1000.00| 467.50000 935.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619B117 7.000 EACH| 600.00000 4200.00| 467.50000 3272.50| 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0340 619B142 1.000 EACH| 600.00000 600.00| 660.00000 660.00| 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0350 620A000 6.000 CUYD| 700.00000 4200.00| 660.00000 3960.00| Minor Structure Concrete | | | 0360 630A033 125.000 LF | 16.00000 2000.00| 14.30000 1787.50| Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0370 630C050 4.000 EACH| 1800.00000 7200.00| 1815.00000 7260.00| Guardrail End Anchor, Type 20 Series | | | 0380 650A000 1363.000 CUYD| 10.00000 13630.00| 9.00000 12267.00| Topsoil | | | 0390 652A061 3.000 ACRE| 1000.00000 3000.00| 600.00000 1800.00| Seeding (Mix 3E) | | | 0400 652B056 3.000 ACRE| 400.00000 1200.00| 300.00000 900.00| Temporary Seeding (Mix 3BT) | | | 0410 654A000 144.000 SQYD| 5.00000 720.00| 5.00000 720.00| Solid Sodding | | | 0420 656A000 3.000 ACRE| 1000.00000 3000.00| 500.00000 1500.00| Mulching, Class A, Type 1 | | | 0430 665B000 3.000 ACRE| 400.00000 1200.00| 300.00000 900.00| Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -15 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01039 |( 8 ) 20044 |( ) |JAMES H. ADAMS & SON CONSTR |FRANK TURNER CONSTRUCTION C | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 665F000 470.000 EACH| 5.00000 2350.00| 5.00000 2350.00| Hay Bales | | | 0450 665G000 100.000 EACH| 3.00000 300.00| 3.50000 350.00| Sand Bags | | | 0460 665I000 210.000 TON | 25.00000 5250.00| 32.00000 6720.00| Temporary Riprap, Class 2 | | | 0470 665J000 4307.000 LF | 4.00000 17228.00| 5.00000 21535.00| Silt Fence, Type A | | | 0480 665K000 34.000 CUYD| 10.00000 340.00| 10.00000 340.00| Drainage Sump Excavation | | | 0490 666A001 3.000 ACRE| 50.00000 150.00| 100.00000 300.00| Pest Control Treatment | | | 0500 680A000 LUMP| 25000.00000 25000.00| 12000.00000 12000.00| Engineering Controls | | | 0510 701A028 2.000 MILE| 1600.00000 3200.00| 3300.00000 6600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0520 701A046 2.000 MILE| 1000.00000 2000.00| 880.00000 1760.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0530 701A048 2.000 MILE| 1600.00000 3200.00| 3300.00000 6600.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0540 701B009 280.000 LF | 1.25000 350.00| 1.10000 308.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0550 701C000 2.000 MILE| 300.00000 600.00| 385.00000 770.00| Broken Temporary Traffic Stripe | | | 0560 701C001 10.000 MILE| 400.00000 4000.00| 220.00000 2200.00| Solid Temporary Traffic Stripe | | | 0570 701D007 5.000 MILE| 1200.00000 6000.00| 715.00000 3575.00| Solid Traffic Stripe Removed (Paint) | | | 0580 701D008 5.000 MILE| 1400.00000 7000.00| 935.00000 4675.00| Solid Traffic Stripe Removed (Plastic) | | | 0590 703A002 851.000 SQFT| 3.00000 2553.00| 1.98000 1684.98| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 032 -16 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020927032 COUNTIES : BALDWIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01039 |( 8 ) 20044 |( ) |JAMES H. ADAMS & SON CONSTR |FRANK TURNER CONSTRUCTION C | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 703B002 45.000 SQFT| 3.00000 135.00| 5.50000 247.50| Traffic Control Legends, Class 2, Type | | | 0610 703D001 274.000 SQFT| 1.25000 342.50| 0.66000 180.84| Temporary Traffic Control Markings | | | 0620 705A023 210.000 EACH| 5.50000 1155.00| 5.50000 1155.00| Pavement Markers, Class C, Type 2-D | | | 0630 705A032 300.000 EACH| 5.50000 1650.00| 5.50000 1650.00| Pavement Markers, Class A-H, Type 1-B | | | 0640 705A037 171.000 EACH| 5.50000 940.50| 5.50000 940.50| Pavement Markers, Class A-H, Type 2-D | | | 0650 705A038 87.000 EACH| 5.50000 478.50| 5.50000 478.50| Pavement Markers, Class A-H, Type 2-E | | | 0660 740B000 629.000 SQFT| 15.00000 9435.00| 11.00000 6919.00| Construction Signs | | | 0670 740D000 100.000 EACH| 75.00000 7500.00| 65.00000 6500.00| Channelizing Drums | | | 0680 740E000 100.000 EACH| 15.00000 1500.00| 9.00000 900.00| Cones (36 Inches High) | | | 0690 740L005 100.000 EACH| 75.00000 7500.00| 100.00000 10000.00| Vertical Panel, Type I (Double-Sided) | | | 0700 740M001 100.000 EACH| 10.00000 1000.00| 7.00000 700.00| Ballast For Cone | | | 0710 741C010 2.000 EACH| 2500.00000 5000.00| 5200.00000 10400.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 540,549.00| $ 540,849.92| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 540,549.00| $ 540,849.92| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20020927033 COUNTIES : BARBOUR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0300( 204) for constructing the Bridge Replacement (Precast) on Frost Marlow Road over Chewalla Creek near Eufaula. Length - 0.019 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 169,336.00 100.0000% 2 12037 LANEY & SONS CONSTRUCTION, INC. $ 207,740.00 122.6792% 3 13099 MCINNIS, LLC $ 209,288.00 123.5933% 4 13092 MCCLAIN CONTRACTING COMPANY, INC. $ 216,636.00 127.9326% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020927033 COUNTIES : BARBOUR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 12037 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |LANEY & SONS CONSTRUCTION, |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 502A000 136.000 LB | 1.00000 136.00| 2.50000 340.00| 3.00000 408.00 Steel Reinforcement | | | 0020 505M000 960.000 LF | 10.00000 9600.00| 27.50000 26400.00| 22.00000 21120.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0030 505M002 200.000 LF | 12.00000 2400.00| 45.00000 9000.00| 24.00000 4800.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0040 507A000 2.000 EACH| 4500.00000 9000.00| 2000.00000 4000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 17.000 CUYD| 400.00000 6800.00| 600.00000 10200.00| 400.00000 6800.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 44.000 EACH| 50.00000 2200.00| 75.00000 3300.00| 65.00000 2860.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 2500.00000 5000.00| 3250.00000 6500.00| 2600.00000 5200.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 2.000 EACH| 2800.00000 5600.00| 3500.00000 7000.00| 2700.00000 5400.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 18.000 EACH| 2000.00000 36000.00| 3000.00000 54000.00| 4800.00000 86400.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 6.000 EACH| 2100.00000 12600.00| 3100.00000 18600.00| 2800.00000 16800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 2500.00000 10000.00| 3000.00000 12000.00| 3000.00000 12000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512D005 2.000 EACH| 2800.00000 5600.00| 3000.00000 6000.00| 3000.00000 6000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0130 512E001 8.000 EACH| 500.00000 4000.00| 850.00000 6800.00| 250.00000 2000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020927033 COUNTIES : BARBOUR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 12037 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |LANEY & SONS CONSTRUCTION, |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 512E002 8.000 EACH| 500.00000 4000.00| 950.00000 7600.00| 350.00000 2800.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0150 512F001 4.000 EACH| 500.00000 2000.00| 850.00000 3400.00| 600.00000 2400.00 Precast Concrete Wing Panels, Type W2 | | | 0160 512F002 4.000 EACH| 500.00000 2000.00| 950.00000 3800.00| 800.00000 3200.00 Precast Concrete Wing Panels, Type W3 | | | 0170 512G000 4.000 EACH| 600.00000 2400.00| 850.00000 3400.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0180 600A000 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 10000.00000 10000.00 Mobilization | | | 0190 630C003 4.000 EACH| 2500.00000 10000.00| 950.00000 3800.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0200 630C070 4.000 EACH| 2500.00000 10000.00| 1150.00000 4600.00| 1550.00000 6200.00 Guardrail End Anchor, Type 10 Series | | | 0210 680A000 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 3500.00000 3500.00 Engineering Controls | | | SECTION TOTALS | $ 169,336.00| $ 207,740.00| $ 209,288.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 169,336.00| $ 207,740.00| $ 209,288.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020927033 COUNTIES : BARBOUR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13092 |( ) |( ) |MCCLAIN CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 502A000 136.000 LB | 1.00000 136.00| | Steel Reinforcement | | | 0020 505M000 960.000 LF | 24.00000 23040.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0030 505M002 200.000 LF | 26.00000 5200.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0040 507A000 2.000 EACH| 3050.00000 6100.00| | Wire Rope Abutment Anchor Assembly | | | 0050 510A000 17.000 CUYD| 450.00000 7650.00| | Bridge Substructure Concrete, Class A | | | 0060 511A000 44.000 EACH| 60.00000 2640.00| | Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3025.00000 6050.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 2.000 EACH| 3350.00000 6700.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 18.000 EACH| 3250.00000 58500.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 6.000 EACH| 3400.00000 20400.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 3250.00000 13000.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512D005 2.000 EACH| 3200.00000 6400.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0130 512E001 8.000 EACH| 340.00000 2720.00| | Precast Concrete Abutment Panels, Type | | | A2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020927033 COUNTIES : BARBOUR LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13092 |( ) |( ) |MCCLAIN CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 512E002 8.000 EACH| 400.00000 3200.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0150 512F001 4.000 EACH| 475.00000 1900.00| | Precast Concrete Wing Panels, Type W2 | | | 0160 512F002 4.000 EACH| 625.00000 2500.00| | Precast Concrete Wing Panels, Type W3 | | | 0170 512G000 4.000 EACH| 400.00000 1600.00| | Precast Concrete Abutment Wing Cap Pane | | | 0180 600A000 LUMP| 30000.00000 30000.00| | Mobilization | | | 0190 630C003 4.000 EACH| 950.00000 3800.00| | Guardrail End Anchor, Type 13 | | | 0200 630C070 4.000 EACH| 1275.00000 5100.00| | Guardrail End Anchor, Type 10 Series | | | 0210 680A000 LUMP| 10000.00000 10000.00| | Engineering Controls | | | SECTION TOTALS | $ 216,636.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 216,636.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20020927034 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-CN03(900) for constructing the Roadway Improvements at various locations in Huntsville as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 905,077.16 100.0000% 2 01018 APAC-ALABAMA, INC. $ 948,892.70 104.8411% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020927034 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( ) |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C000 37.000 SQYD| 12.00000 444.00| 17.88000 661.56| Removing Concrete Sidewalk | | | 0020 206C001 322.000 SQYD| 14.00000 4508.00| 17.86000 5750.92| Removing Concrete Pavement | | | 0030 206C025 300.000 SQYD| 10.00000 3000.00| 3.59000 1077.00| Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0040 206D003 495.000 LF | 6.00000 2970.00| 7.92000 3920.40| Removing Curb And Gutter | | | 0050 206D005 490.000 LF | 5.00000 2450.00| 7.92000 3880.80| Removing Gutter | | | 0060 206E042 3.000 EACH| 125.00000 375.00| 250.09000 750.27| Removing Inlets (Partial) | | | 0070 405A000 4613.000 GAL | 0.20000 922.60| 1.36000 6273.68| Tack Coat | | | 0080 408A052 110793.000 SQYD| 0.95000 105253.35| 1.18000 130735.74| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0090 408A053 42972.000 SQYD| 1.45000 62309.40| 1.28000 55004.16| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0100 408A054 4613.000 SQYD| 2.50000 11532.50| 3.76000 17344.88| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0110 424A361 12686.000 TON | 41.75000 529640.50| 39.10000 496022.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424B658 761.000 TON | 35.46000 26985.06| 41.43000 31528.23| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 430B004 95.000 TON | 12.50000 1187.50| 17.83000 1693.85| Aggregate Surfacing (ALDOT #810) | | | 0140 600A000 LUMP| 19613.00000 19613.00| 42201.22000 42201.22| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020927034 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( ) |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 618A000 37.000 SQYD| 25.00000 925.00| 32.97000 1219.89| Concrete Sidewalk, 4" Thick | | | 0160 618B002 322.000 SQYD| 28.75000 9257.50| 33.18000 10683.96| Concrete Driveway, 6" Thick | | | 0170 621C056 3.000 EACH| 475.00000 1425.00| 1072.06000 3216.18| Inlets, Type S3 (1 Wing)(Partial) | | | 0180 622B000 1.000 EACH| 125.00000 125.00| 515.02000 515.02| Gratings Reset | | | 0190 623A000 490.000 LF | 15.00000 7350.00| 49.00000 24010.00| Concrete Gutter | | | 0200 623C000 495.000 LF | 9.75000 4826.25| 16.65000 8241.75| Combination Curb & Gutter, Type C | | | 0210 701A031 7.000 MILE| 1050.00000 7350.00| 1071.00000 7497.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0220 701A035 12.000 MILE| 1150.00000 13800.00| 1173.00000 14076.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0230 701A040 8.000 MILE| 600.00000 4800.00| 612.00000 4896.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0240 701A045 6.000 MILE| 600.00000 3600.00| 612.00000 3672.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0250 701B000 3000.000 LF | 0.30000 900.00| 0.31000 930.00| Dotted Class 1, Type A Traffic Stripe | | | 0260 701C000 13.000 MILE| 340.00000 4420.00| 346.80000 4508.40| Broken Temporary Traffic Stripe | | | 0270 701C001 19.000 MILE| 360.00000 6840.00| 367.20000 6976.80| Solid Temporary Traffic Stripe | | | 0280 701F000 3000.000 LF | 0.30000 900.00| 0.31000 930.00| Dotted Temporary Traffic Stripe | | | 0290 703A002 7348.000 SQFT| 2.25000 16533.00| 2.30000 16900.40| Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 1435.000 SQFT| 2.95000 4233.25| 3.01000 4319.35| Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020927034 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( ) |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 705A037 1290.000 EACH| 5.00000 6450.00| 5.10000 6579.00| Pavement Markers, Class A-H, Type 2-D | | | 0320 705A039 535.000 EACH| 5.00000 2675.00| 5.10000 2728.50| Pavement Markers, Class A-H, Type 2-A | | | 0330 730H001 11750.000 LF | 2.35000 27612.50| 2.14000 25145.00| Loop Wire | | | 0340 740B000 715.000 SQFT| 9.25000 6613.75| 6.37000 4554.55| Construction Signs | | | 0350 740C000 18.000 SQFT| 10.00000 180.00| 24.75000 445.50| Special Construction Signs | | | 0360 740E000 100.000 EACH| 10.00000 1000.00| 0.01000 1.00| Cones (36 Inches High) | | | 0370 740F002 4.000 EACH| 250.00000 1000.00| 0.01000 0.04| Barricades, Type III | | | 0380 740I005 4.000 EACH| 80.00000 320.00| 0.01000 0.04| Warning Lights, Type B (Detachable Head | | | 0390 740M001 100.000 EACH| 0.00000 0.00| 0.01000 1.00| Ballast For Cone | | | 0400 741C010 1.000 EACH| 750.00000 750.00| 0.01000 0.01| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 905,077.16| $ 948,892.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 905,077.16| $ 948,892.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20020927035 COUNTIES : BLOUNT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0500(205) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#49 over Copeland Creek northeast of Blountsville. Length - 0.170 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04009 W. W. DYAR & SONS, INC. $ 255,531.00 100.0000% 2 01001 ABRAMSON, LLC $ 278,763.10 109.0917% 3 16048 WALKER PATTON COMPANY, INC. $ 312,336.34 122.2303% 4 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 312,476.00 122.2850% 5 19121 BOB SMITH CONSTRUCTION, INC. $ 333,250.90 130.4151% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020927035 COUNTIES : BLOUNT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04009 |( 2 ) 01001 |( 3 ) 16048 |W. W. DYAR & SONS, 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| 6000.00000 6000.00| 6000.00000 6000.00| 9500.00000 9500.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 10549.00000 10549.00 Removal Of Old Bridge, Station 6+33.02 | | | 0030 206D000 20.000 LF | 1.00000 20.00| 5.00000 100.00| 10.00000 200.00 Removing Pipe | | | 0040 210A000 1061.000 CUYD| 3.00000 3183.00| 10.00000 10610.00| 4.00000 4244.00 Unclassified Excavation | | | 0050 210D023 434.000 CUYD| 8.00000 3472.00| 12.00000 5208.00| 5.00000 2170.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0060 214A000 478.000 CUYD| 10.00000 4780.00| 15.00000 7170.00| 45.00000 21510.00 Structure Excavation | | | 0070 214B001 171.000 CUYD| 28.00000 4788.00| 25.00000 4275.00| 27.66000 4729.86 Foundation Backfill, Commercial | | | 0080 230A000 9.000 RBST| 700.00000 6300.00| 320.00000 2880.00| 800.00000 7200.00 Roadbed Processing | | | 0090 401A000 2560.000 SQYD| 2.00000 5120.00| 2.20000 5632.00| 2.00000 5120.00 Bituminous Treatment A | | | 0100 405A000 140.000 GAL | 2.00000 280.00| 2.20000 308.00| 2.00000 280.00 Tack Coat | | | 0110 429A201 170.000 TON | 60.00000 10200.00| 66.00000 11220.00| 60.00000 10200.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 285.000 TON | 50.00000 14250.00| 55.00000 15675.00| 50.00000 14250.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 429C201 750.000 TON | 35.00000 26250.00| 39.00000 29250.00| 35.00000 26250.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0140 430B022 100.000 TON | 28.00000 2800.00| 30.00000 3000.00| 12.50000 1250.00 Aggregate Surfacing (ALDOT #810 Or 8910 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020927035 COUNTIES : BLOUNT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04009 |( 2 ) 01001 |( 3 ) 16048 |W. W. DYAR & SONS, INC. |ABRAMSON, LLC |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 26126.000 LB | 0.50000 13063.00| 0.45000 11756.70| 0.55000 14369.30 Steel Reinforcement | | | 0160 524A011 155.000 CUYD| 300.00000 46500.00| 375.00000 58125.00| 336.00000 52080.00 Culvert Concrete (Cast In Place) | | | 0170 535B091 24.000 LF | 45.00000 1080.00| 45.00000 1080.00| 56.00000 1344.00 29" Span, 18" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0180 600A000 LUMP| 19650.00000 19650.00| 21250.00000 21250.00| 27121.00000 27121.00 Mobilization | | | 0190 610C001 726.000 TON | 28.00000 20328.00| 18.75000 13612.50| 27.41000 19899.66 Loose Riprap, Class 2 | | | 0200 610D000 574.000 SQYD| 4.00000 2296.00| 0.85000 487.90| 2.75000 1578.50 Filter Blanket | | | 0210 619B117 2.000 EACH| 600.00000 1200.00| 1200.00000 2400.00| 750.00000 1500.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0220 620A000 13.000 CUYD| 500.00000 6500.00| 550.00000 7150.00| 600.00000 7800.00 Minor Structure Concrete | | | 0230 629A004 123.000 LF | 150.00000 18450.00| 45.00000 5535.00| 131.00000 16113.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0240 630A001 100.000 LF | 13.13000 1313.00| 13.00000 1300.00| 12.50000 1250.00 Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C003 4.000 EACH| 1102.50000 4410.00| 1100.00000 4400.00| 1050.00000 4200.00 Guardrail End Anchor, Type 13 | | | 0260 630C070 4.000 EACH| 1155.00000 4620.00| 1200.00000 4800.00| 1100.00000 4400.00 Guardrail End Anchor, Type 10 Series | | | 0270 649A005 67.000 LF | 25.00000 1675.00| 40.00000 2680.00| 75.00000 5025.00 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 0280 649A046 94.000 LF | 50.00000 4700.00| 80.00000 7520.00| 175.00000 16450.00 20 Inch Encasement Pipe, Type 1 | | | Installation | | | 0290 650B000 436.000 CUYD| 4.00000 1744.00| 18.00000 7848.00| 4.00000 1744.00 Topsoil From Stockpiles | | | 0300 652A053 2.000 ACRE| 420.00000 840.00| 780.00000 1560.00| 850.00000 1700.00 Seeding (Mix 1E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020927035 COUNTIES : BLOUNT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04009 |( 2 ) 01001 |( 3 ) 16048 |W. W. DYAR & SONS, INC. |ABRAMSON, LLC |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 656A000 2.000 ACRE| 420.00000 840.00| 600.00000 1200.00| 650.00000 1300.00 Mulching, Class A, Type 1 | | | 0320 658A001 1.000 ACRE| 577.50000 577.50| 1400.00000 1400.00| 1400.00000 1400.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0330 665A000 1.000 ACRE| 577.50000 577.50| 540.00000 540.00| 0.01000 0.01 Temporary Seeding | | | 0340 665B000 1.000 ACRE| 1155.00000 1155.00| 540.00000 540.00| 0.01000 0.01 Temporary Mulching | | | 0350 665F000 56.000 EACH| 5.00000 280.00| 5.00000 280.00| 5.00000 280.00 Hay Bales | | | 0360 665J000 1076.000 LF | 4.00000 4304.00| 1.00000 1076.00| 3.25000 3497.00 Silt Fence, Type A | | | 0370 680A000 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 5000.00000 5000.00 Engineering Controls | | | 0380 701A030 1.000 MILE| 682.50000 682.50| 2200.00000 2200.00| 650.00000 650.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0390 701A034 1.000 MILE| 682.50000 682.50| 2200.00000 2200.00| 650.00000 650.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0400 740B000 312.000 SQFT| 10.00000 3120.00| 8.25000 2574.00| 11.00000 3432.00 Construction Signs | | | 0410 740F002 4.000 EACH| 225.00000 900.00| 170.00000 680.00| 325.00000 1300.00 Barricades, Type III | | | 0420 740I005 4.000 EACH| 150.00000 600.00| 310.00000 1240.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 255,531.00| $ 278,763.10| $ 312,336.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 255,531.00| $ 278,763.10| $ 312,336.34 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020927035 COUNTIES : BLOUNT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 19121 |( ) |R.E. GRILLS CONSTRUCTION CO |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| 18000.00000 18000.00| 5000.00000 5000.00| Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 7500.00000 7500.00| 20000.00000 20000.00| Removal Of Old Bridge, Station 6+33.02 | | | 0030 206D000 20.000 LF | 10.00000 200.00| 15.00000 300.00| Removing Pipe | | | 0040 210A000 1061.000 CUYD| 5.00000 5305.00| 4.75000 5039.75| Unclassified Excavation | | | 0050 210D023 434.000 CUYD| 17.00000 7378.00| 7.00000 3038.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0060 214A000 478.000 CUYD| 14.00000 6692.00| 20.00000 9560.00| Structure Excavation | | | 0070 214B001 171.000 CUYD| 10.00000 1710.00| 15.00000 2565.00| Foundation Backfill, Commercial | | | 0080 230A000 9.000 RBST| 350.00000 3150.00| 342.00000 3078.00| Roadbed Processing | | | 0090 401A000 2560.000 SQYD| 2.30000 5888.00| 2.50000 6400.00| Bituminous Treatment A | | | 0100 405A000 140.000 GAL | 5.00000 700.00| 5.90000 826.00| Tack Coat | | | 0110 429A201 170.000 TON | 54.00000 9180.00| 54.95000 9341.50| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 285.000 TON | 39.00000 11115.00| 49.45000 14093.25| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 429C201 750.000 TON | 46.00000 34500.00| 46.85000 35137.50| Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0140 430B022 100.000 TON | 18.00000 1800.00| 30.00000 3000.00| Aggregate Surfacing (ALDOT #810 Or 8910 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 035 -6 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020927035 COUNTIES : BLOUNT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 19121 |( ) |R.E. GRILLS CONSTRUCTION CO |BOB SMITH CONSTRUCTION, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 26126.000 LB | 0.50000 13063.00| 0.65000 16981.90| Steel Reinforcement | | | 0160 524A011 155.000 CUYD| 320.00000 49600.00| 350.00000 54250.00| Culvert Concrete (Cast In Place) | | | 0170 535B091 24.000 LF | 40.00000 960.00| 35.00000 840.00| 29" Span, 18" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0180 600A000 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| Mobilization | | | 0190 610C001 726.000 TON | 20.00000 14520.00| 30.00000 21780.00| Loose Riprap, Class 2 | | | 0200 610D000 574.000 SQYD| 2.00000 1148.00| 4.00000 2296.00| Filter Blanket | | | 0210 619B117 2.000 EACH| 485.00000 970.00| 1500.00000 3000.00| 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0220 620A000 13.000 CUYD| 1000.00000 13000.00| 350.00000 4550.00| Minor Structure Concrete | | | 0230 629A004 123.000 LF | 93.00000 11439.00| 175.00000 21525.00| Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0240 630A001 100.000 LF | 16.00000 1600.00| 15.00000 1500.00| Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C003 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| Guardrail End Anchor, Type 13 | | | 0260 630C070 4.000 EACH| 1500.00000 6000.00| 1200.00000 4800.00| Guardrail End Anchor, Type 10 Series | | | 0270 649A005 67.000 LF | 100.00000 6700.00| 75.00000 5025.00| 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 0280 649A046 94.000 LF | 153.00000 14382.00| 125.00000 11750.00| 20 Inch Encasement Pipe, Type 1 | | | Installation | | | 0290 650B000 436.000 CUYD| 12.00000 5232.00| 12.50000 5450.00| Topsoil From Stockpiles | | | 0300 652A053 2.000 ACRE| 500.00000 1000.00| 600.00000 1200.00| Seeding (Mix 1E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 035 -7 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020927035 COUNTIES : BLOUNT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07003 |( 5 ) 19121 |( ) |R.E. GRILLS CONSTRUCTION CO |BOB SMITH CONSTRUCTION, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 656A000 2.000 ACRE| 400.00000 800.00| 450.00000 900.00| Mulching, Class A, Type 1 | | | 0320 658A001 1.000 ACRE| 1200.00000 1200.00| 1000.00000 1000.00| Hydro-Seeding & Mulching (Mix 1E) | | | 0330 665A000 1.000 ACRE| 300.00000 300.00| 650.00000 650.00| Temporary Seeding | | | 0340 665B000 1.000 ACRE| 436.00000 436.00| 650.00000 650.00| Temporary Mulching | | | 0350 665F000 56.000 EACH| 8.00000 448.00| 7.00000 392.00| Hay Bales | | | 0360 665J000 1076.000 LF | 3.00000 3228.00| 5.00000 5380.00| Silt Fence, Type A | | | 0370 680A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| Engineering Controls | | | 0380 701A030 1.000 MILE| 650.00000 650.00| 950.00000 950.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0390 701A034 1.000 MILE| 650.00000 650.00| 1150.00000 1150.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0400 740B000 312.000 SQFT| 11.00000 3432.00| 7.25000 2262.00| Construction Signs | | | 0410 740F002 4.000 EACH| 430.00000 1720.00| 230.00000 920.00| Barricades, Type III | | | 0420 740I005 4.000 EACH| 320.00000 1280.00| 267.50000 1070.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 312,476.00| $ 333,250.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 312,476.00| $ 333,250.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20020927036 COUNTIES : CALHOUN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0800(208) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Medders Drive at an unknown tributary north of Anniston. Length 0.103 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04009 W. W. DYAR & SONS, INC. $ 183,009.99 100.0000% 2 16048 WALKER PATTON COMPANY, INC. $ 195,637.33 106.8998% 3 16032 PRICHARD CONSTRUCTION COMPANY $ 219,303.00 119.8312% 4 19121 BOB SMITH CONSTRUCTION, INC. $ 252,743.70 138.1038% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020927036 COUNTIES : CALHOUN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04009 |( 2 ) 16048 |( 3 ) 16032 |W. W. DYAR & SONS, INC. |WALKER PATTON COMPANY, INC. |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 1000.00000 1000.00| 9000.00000 9000.00| 8000.00000 8000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 4500.00000 4500.00| 8000.00000 8000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 10+06.80 | | | 0030 210D001 1560.000 CUYD| 8.00000 12480.00| 4.50000 7020.00| 12.50000 19500.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 214A000 206.000 CUYD| 8.00000 1648.00| 9.00000 1854.00| 10.00000 2060.00 Structure Excavation | | | 0050 214B001 309.000 CUYD| 28.00000 8652.00| 25.95000 8018.55| 30.00000 9270.00 Foundation Backfill, Commercial | | | 0060 230A000 5.000 RBST| 1010.00000 5050.00| 800.00000 4000.00| 1250.00000 6250.00 Roadbed Processing | | | 0070 301A012 1060.000 SQYD| 9.93000 10525.80| 7.50000 7950.00| 11.00000 11660.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1060.000 SQYD| 0.90000 954.00| 1.35000 1431.00| 1.20000 1272.00 Bituminous Treatment A | | | 0090 405A000 40.000 GAL | 1.15000 46.00| 3.00000 120.00| 1.50000 60.00 Tack Coat | | | 0100 424A340 61.000 TON | 76.70000 4678.70| 75.00000 4575.00| 86.70000 5288.70 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B637 158.000 TON | 53.53000 8457.74| 56.25000 8887.50| 55.60000 8784.80 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424C349 25.000 TON | 86.72000 2168.00| 80.00000 2000.00| 90.80000 2270.00 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0130 430B043 35.000 TON | 31.00000 1085.00| 12.50000 437.50| 45.00000 1575.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020927036 COUNTIES : CALHOUN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04009 |( 2 ) 16048 |( 3 ) 16032 |W. W. DYAR & SONS, INC. |WALKER PATTON COMPANY, INC. |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 502A000 52073.000 LB | 0.50000 26036.50| 0.55000 28640.15| 0.50000 26036.50 Steel Reinforcement | | | 0150 524A011 178.000 CUYD| 290.00000 51620.00| 331.35000 58980.30| 300.00000 53400.00 Culvert Concrete (Cast In Place) | | | 0160 535A002 40.000 LF | 34.00000 1360.00| 28.75000 1150.00| 45.00000 1800.00 24" Side Drain Pipe | | | 0170 600A000 LUMP| 15580.00000 15580.00| 17500.00000 17500.00| 15000.00000 15000.00 Mobilization | | | 0180 610C001 306.000 TON | 28.00000 8568.00| 26.25000 8032.50| 30.00000 9180.00 Loose Riprap, Class 2 | | | 0190 610D003 242.000 SQYD| 4.00000 968.00| 2.50000 605.00| 6.00000 1452.00 Filter Blanket, Geotextile | | | 0200 619A102 2.000 EACH| 700.00000 1400.00| 650.00000 1300.00| 300.00000 600.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0210 634A001 250.000 LF | 7.00000 1750.00| 9.50000 2375.00| 16.00000 4000.00 Industrial Fence, 5 Feet High | | | 0220 634D005 1.000 EACH| 800.00000 800.00| 650.00000 650.00| 2000.00000 2000.00 Gate, 16 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 0230 650A000 358.000 CUYD| 10.00000 3580.00| 0.01000 3.58| 12.00000 4296.00 Topsoil | | | 0240 652A053 1.000 ACRE| 840.00000 840.00| 650.00000 650.00| 850.00000 850.00 Seeding (Mix 1E) | | | 0250 656A000 1.000 ACRE| 840.00000 840.00| 650.00000 650.00| 850.00000 850.00 Mulching, Class A, Type 1 | | | 0260 665F000 70.000 EACH| 5.00000 350.00| 5.00000 350.00| 7.00000 490.00 Hay Bales | | | 0270 665J000 200.000 LF | 4.00000 800.00| 2.75000 550.00| 6.00000 1200.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 4000.00000 4000.00 Engineering Controls | | | 0290 701A031 1.000 MILE| 945.00000 945.00| 1650.00000 1650.00| 2400.00000 2400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0300 701A035 1.000 MILE| 1155.00000 1155.00| 1650.00000 1650.00| 2400.00000 2400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020927036 COUNTIES : CALHOUN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04009 |( 2 ) 16048 |( 3 ) 16032 |W. W. DYAR & SONS, INC. |WALKER PATTON COMPANY, INC. |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701C001 1.000 MILE| 315.00000 315.00| 450.00000 450.00| 800.00000 800.00 Solid Temporary Traffic Stripe | | | 0320 705A037 9.000 EACH| 5.25000 47.25| 5.25000 47.25| 12.00000 108.00 Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 141.000 SQFT| 10.00000 1410.00| 10.00000 1410.00| 10.00000 1410.00 Construction Signs | | | 0340 740F002 8.000 EACH| 225.00000 1800.00| 250.00000 2000.00| 280.00000 2240.00 Barricades, Type III | | | 0350 740I005 4.000 EACH| 150.00000 600.00| 175.00000 700.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 183,009.99| $ 195,637.33| $ 219,303.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 183,009.99| $ 195,637.33| $ 219,303.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020927036 COUNTIES : CALHOUN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19121 |( ) |( ) |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| 5500.00000 5500.00| | Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 10+06.80 | | | 0030 210D001 1560.000 CUYD| 8.50000 13260.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 214A000 206.000 CUYD| 8.00000 1648.00| | Structure Excavation | | | 0050 214B001 309.000 CUYD| 15.00000 4635.00| | Foundation Backfill, Commercial | | | 0060 230A000 5.000 RBST| 1177.00000 5885.00| | Roadbed Processing | | | 0070 301A012 1060.000 SQYD| 11.80000 12508.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1060.000 SQYD| 2.40000 2544.00| | Bituminous Treatment A | | | 0090 405A000 40.000 GAL | 5.90000 236.00| | Tack Coat | | | 0100 424A340 61.000 TON | 106.00000 6466.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B637 158.000 TON | 106.00000 16748.00| | Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424C349 25.000 TON | 106.00000 2650.00| | Superpave Bituminous Concrete Base | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0130 430B043 35.000 TON | 30.00000 1050.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 036 -6 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020927036 COUNTIES : CALHOUN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19121 |( ) |( ) |BOB SMITH CONSTRUCTION, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 502A000 52073.000 LB | 0.65000 33847.45| | Steel Reinforcement | | | 0150 524A011 178.000 CUYD| 350.00000 62300.00| | Culvert Concrete (Cast In Place) | | | 0160 535A002 40.000 LF | 25.00000 1000.00| | 24" Side Drain Pipe | | | 0170 600A000 LUMP| 30000.00000 30000.00| | Mobilization | | | 0180 610C001 306.000 TON | 30.00000 9180.00| | Loose Riprap, Class 2 | | | 0190 610D003 242.000 SQYD| 4.00000 968.00| | Filter Blanket, Geotextile | | | 0200 619A102 2.000 EACH| 400.00000 800.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0210 634A001 250.000 LF | 8.40000 2100.00| | Industrial Fence, 5 Feet High | | | 0220 634D005 1.000 EACH| 1000.00000 1000.00| | Gate, 16 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 0230 650A000 358.000 CUYD| 12.50000 4475.00| | Topsoil | | | 0240 652A053 1.000 ACRE| 600.00000 600.00| | Seeding (Mix 1E) | | | 0250 656A000 1.000 ACRE| 600.00000 600.00| | Mulching, Class A, Type 1 | | | 0260 665F000 70.000 EACH| 7.00000 490.00| | Hay Bales | | | 0270 665J000 200.000 LF | 5.00000 1000.00| | Silt Fence, Type A | | | 0280 680A000 LUMP| 10000.00000 10000.00| | Engineering Controls | | | 0290 701A031 1.000 MILE| 950.00000 950.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0300 701A035 1.000 MILE| 1150.00000 1150.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 036 -7 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020927036 COUNTIES : CALHOUN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19121 |( ) |( ) |BOB SMITH CONSTRUCTION, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701C001 1.000 MILE| 675.00000 675.00| | Solid Temporary Traffic Stripe | | | 0320 705A037 9.000 EACH| 5.75000 51.75| | Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 141.000 SQFT| 8.50000 1198.50| | Construction Signs | | | 0340 740F002 8.000 EACH| 240.00000 1920.00| | Barricades, Type III | | | 0350 740I005 4.000 EACH| 77.00000 308.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 252,743.70| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 252,743.70| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20020927037 COUNTIES : CALHOUN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0817(200) for constructing the Resurfacing and Traffic Stripe on C.R.#55 (Rabbittown Road) from C.R.#262 east of Jacksonville to the Cleburne County line. Length - 5.977 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 489,981.79 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 508,047.25 103.6870% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020927037 COUNTIES : CALHOUN LETTING DATE : 09/27/02 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 4309.000 GAL | 1.38000 5946.42| 1.25000 5386.25| Tack Coat | | | 0020 424A340 4008.000 TON | 35.09000 140640.72| 35.00000 140280.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A346 150.000 TON | 49.03000 7354.50| 35.00000 5250.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424B636 7716.000 TON | 30.78000 237498.48| 29.50000 227622.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0050 424B640 50.000 TON | 82.24000 4112.00| 75.00000 3750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 430B043 2368.000 TON | 15.87000 37580.16| 17.00000 40256.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0070 600A000 LUMP| 3341.41000 3341.41| 34000.00000 34000.00| Mobilization | | | 0080 630A001 150.000 LF | 23.18000 3477.00| 20.00000 3000.00| Steel Beam Guardrail, Class A, Type 2 | | | 0090 630A004 75.000 LF | 23.18000 1738.50| 22.50000 1687.50| Steel Beam Guardrail, Class B, Type 2 | | | 0100 630C070 4.000 EACH| 1184.50000 4738.00| 1150.00000 4600.00| Guardrail End Anchor, Type 10 Series | | | 0110 701A031 12.000 MILE| 968.20000 11618.40| 940.00000 11280.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 10.000 MILE| 1112.40000 11124.00| 1080.00000 10800.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020927037 COUNTIES : CALHOUN LETTING DATE : 09/27/02 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 701A045 2.000 MILE| 618.00000 1236.00| 600.00000 1200.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C000 4.000 MILE| 350.20000 1400.80| 340.00000 1360.00| Broken Temporary Traffic Stripe | | | 0150 701C001 20.000 MILE| 391.40000 7828.00| 380.00000 7600.00| Solid Temporary Traffic Stripe | | | 0160 703A002 100.000 SQFT| 2.57000 257.00| 2.50000 250.00| Traffic Control Markings, Class 2, Type | | | A | | | 0170 705A032 200.000 EACH| 5.15000 1030.00| 5.00000 1000.00| Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 590.000 EACH| 5.40000 3186.00| 5.25000 3097.50| Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 209.000 SQFT| 7.73000 1615.57| 12.00000 2508.00| Construction Signs | | | 0200 740E000 25.000 EACH| 10.81000 270.25| 1.00000 25.00| Cones (36 Inches High) | | | 0210 740M001 25.000 EACH| 6.70000 167.50| 1.00000 25.00| Ballast For Cone | | | 0220 740O000 1.000 EACH| 3821.08000 3821.08| 3070.00000 3070.00| Pilot Car | | | SECTION TOTALS | $ 489,981.79| $ 508,047.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 489,981.79| $ 508,047.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20020927038 COUNTIES : CHILTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1100(205) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#97 at Cargyle Creek east of Clanton. Length 0.012 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12019 LEVERETT CONSTRUCTION COMPANY $ 155,475.00 100.0000% 2 23073 WALTERS CONSTRUCTION, L.L.C. $ 163,415.00 105.1069% 3 08017 H & L CONSTRUCTION, INC. $ 165,272.50 106.3017% 4 04009 W. W. DYAR & SONS, INC. $ 169,363.90 108.9332% 5 01001 ABRAMSON, LLC $ 172,518.75 110.9624% 6 16032 PRICHARD CONSTRUCTION COMPANY $ 174,992.50 112.5535% 7 23044 WARE CONSTRUCTION CO., INC. $ 180,811.00 116.2959% 8 19081 SHOTCRETE OF AMERICA $ 193,793.00 124.6458% 9 16048 WALKER PATTON COMPANY, INC. $ 216,630.50 139.3346% 10 19121 BOB SMITH CONSTRUCTION, INC. $ 247,194.00 158.9928% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020927038 COUNTIES : CHILTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 23073 |( 3 ) 08017 |LEVERETT CONSTRUCTION COMPA |WALTERS CONSTRUCTION, L.L.C |H & L 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| 500.00000 500.00| 1500.00000 1500.00| 2000.00000 2000.00 Clearing & Grubbing (Approximately .1 | | | Acre) | | | 0020 206A000 LUMP| 2000.00000 2000.00| 7500.00000 7500.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 1+40.66 | | | 0030 214A000 450.000 CUYD| 6.00000 2700.00| 15.00000 6750.00| 17.00000 7650.00 Structure Excavation | | | 0040 214B001 30.000 CUYD| 100.00000 3000.00| 50.00000 1500.00| 48.00000 1440.00 Foundation Backfill, Commercial | | | 0050 502A000 76500.000 LB | 0.30000 22950.00| 0.45000 34425.00| 0.39000 29835.00 Steel Reinforcement | | | 0060 524A011 300.000 CUYD| 338.00000 101400.00| 245.00000 73500.00| 310.00000 93000.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 2525.00000 2525.00| 10000.00000 10000.00| 2440.00000 2440.00 Mobilization | | | 0080 610C001 180.000 TON | 21.75000 3915.00| 25.00000 4500.00| 26.50000 4770.00 Loose Riprap, Class 2 | | | 0090 610D000 180.000 SQYD| 1.65000 297.00| 6.00000 1080.00| 2.50000 450.00 Filter Blanket | | | 0100 630A001 230.000 LF | 32.50000 7475.00| 32.50000 7475.00| 32.50000 7475.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 20 Series | | | 0120 665F000 100.000 EACH| 3.00000 300.00| 7.00000 700.00| 3.50000 350.00 Hay Bales | | | 0130 665J000 400.000 LF | 1.50000 600.00| 4.00000 1600.00| 3.00000 1200.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 250.00000 250.00| 1000.00000 1000.00| 250.00000 250.00 Engineering Controls | | | 0150 740B000 159.000 SQFT| 7.00000 1113.00| 15.00000 2385.00| 7.50000 1192.50 Construction Signs | | | 0160 740F002 10.000 EACH| 125.00000 1250.00| 400.00000 4000.00| 215.00000 2150.00 Barricades, Type III | | | 0170 740I005 2.000 EACH| 100.00000 200.00| 250.00000 500.00| 535.00000 1070.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 155,475.00| $ 163,415.00| $ 165,272.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 155,475.00| $ 163,415.00| $ 165,272.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020927038 COUNTIES : CHILTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 01001 |( 6 ) 16032 |W. W. DYAR & SONS, INC. |ABRAMSON, LLC |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3300.00000 3300.00| 3500.00000 3500.00| 4000.00000 4000.00 Clearing & Grubbing (Approximately .1 | | | Acre) | | | 0020 206A000 LUMP| 4200.00000 4200.00| 7500.00000 7500.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 1+40.66 | | | 0030 214A000 450.000 CUYD| 6.60000 2970.00| 12.00000 5400.00| 8.00000 3600.00 Structure Excavation | | | 0040 214B001 30.000 CUYD| 33.00000 990.00| 25.00000 750.00| 40.00000 1200.00 Foundation Backfill, Commercial | | | 0050 502A000 76500.000 LB | 0.44000 33660.00| 0.45000 34425.00| 0.50000 38250.00 Steel Reinforcement | | | 0060 524A011 300.000 CUYD| 275.00000 82500.00| 290.00000 87000.00| 280.00000 84000.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 14400.00000 14400.00| 10000.00000 10000.00| 10000.00000 10000.00 Mobilization | | | 0080 610C001 180.000 TON | 24.20000 4356.00| 18.00000 3240.00| 26.00000 4680.00 Loose Riprap, Class 2 | | | 0090 610D000 180.000 SQYD| 4.40000 792.00| 0.90000 162.00| 4.50000 810.00 Filter Blanket | | | 0100 630A001 230.000 LF | 34.13000 7849.90| 35.00000 8050.00| 36.50000 8395.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1314.00000 5256.00| 1400.00000 5600.00| 1400.00000 5600.00 Guardrail End Anchor, Type 20 Series | | | 0120 665F000 100.000 EACH| 5.00000 500.00| 6.00000 600.00| 8.00000 800.00 Hay Bales | | | 0130 665J000 400.000 LF | 4.00000 1600.00| 1.00000 400.00| 6.50000 2600.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 2550.00000 2550.00| 2500.00000 2500.00| 1500.00000 1500.00 Engineering Controls | | | 0150 740B000 159.000 SQFT| 10.00000 1590.00| 8.25000 1311.75| 12.50000 1987.50 Construction Signs | | | 0160 740F002 10.000 EACH| 255.00000 2550.00| 180.00000 1800.00| 300.00000 3000.00 Barricades, Type III | | | 0170 740I005 2.000 EACH| 150.00000 300.00| 140.00000 280.00| 285.00000 570.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 169,363.90| $ 172,518.75| $ 174,992.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 169,363.90| $ 172,518.75| $ 174,992.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020927038 COUNTIES : CHILTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 23044 |( 8 ) 19081 |( 9 ) 16048 |WARE CONSTRUCTION CO., INC. |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 201A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 9430.00000 9430.00 Clearing & Grubbing (Approximately .1 | | | Acre) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 9500.00000 9500.00 Removal Of Old Bridge, Station 1+40.66 | | | 0030 214A000 450.000 CUYD| 12.00000 5400.00| 10.00000 4500.00| 30.55000 13747.50 Structure Excavation | | | 0040 214B001 30.000 CUYD| 25.00000 750.00| 18.00000 540.00| 35.50000 1065.00 Foundation Backfill, Commercial | | | 0050 502A000 76500.000 LB | 0.41000 31365.00| 0.55000 42075.00| 0.60000 45900.00 Steel Reinforcement | | | 0060 524A011 300.000 CUYD| 295.00000 88500.00| 310.00000 93000.00| 309.76000 92928.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 12000.00000 12000.00| 8000.00000 8000.00| 16800.00000 16800.00 Mobilization | | | 0080 610C001 180.000 TON | 20.00000 3600.00| 25.00000 4500.00| 24.75000 4455.00 Loose Riprap, Class 2 | | | 0090 610D000 180.000 SQYD| 2.25000 405.00| 4.00000 720.00| 3.00000 540.00 Filter Blanket | | | 0100 630A001 230.000 LF | 35.00000 8050.00| 45.00000 10350.00| 32.50000 7475.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1325.00000 5300.00| 1850.00000 7400.00| 1250.00000 5000.00 Guardrail End Anchor, Type 20 Series | | | 0120 665F000 100.000 EACH| 5.00000 500.00| 4.00000 400.00| 5.00000 500.00 Hay Bales | | | 0130 665J000 400.000 LF | 5.00000 2000.00| 5.00000 2000.00| 3.00000 1200.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 3000.00000 3000.00 Engineering Controls | | | 0150 740B000 159.000 SQFT| 14.00000 2226.00| 12.00000 1908.00| 10.00000 1590.00 Construction Signs | | | 0160 740F002 10.000 EACH| 285.00000 2850.00| 300.00000 3000.00| 300.00000 3000.00 Barricades, Type III | | | 0170 740I005 2.000 EACH| 182.50000 365.00| 200.00000 400.00| 250.00000 500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 180,811.00| $ 193,793.00| $ 216,630.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 180,811.00| $ 193,793.00| $ 216,630.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020927038 COUNTIES : CHILTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 10 ) 19121 |( ) |( ) |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| 1000.00000 1000.00| | Clearing & Grubbing (Approximately .1 | | | Acre) | | | 0020 206A000 LUMP| 40000.00000 40000.00| | Removal Of Old Bridge, Station 1+40.66 | | | 0030 214A000 450.000 CUYD| 18.00000 8100.00| | Structure Excavation | | | 0040 214B001 30.000 CUYD| 25.00000 750.00| | Foundation Backfill, Commercial | | | 0050 502A000 76500.000 LB | 0.65000 49725.00| | Steel Reinforcement | | | 0060 524A011 300.000 CUYD| 300.00000 90000.00| | Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 30000.00000 30000.00| | Mobilization | | | 0080 610C001 180.000 TON | 22.00000 3960.00| | Loose Riprap, Class 2 | | | 0090 610D000 180.000 SQYD| 3.00000 540.00| | Filter Blanket | | | 0100 630A001 230.000 LF | 12.50000 2875.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1800.00000 7200.00| | Guardrail End Anchor, Type 20 Series | | | 0120 665F000 100.000 EACH| 5.00000 500.00| | Hay Bales | | | 0130 665J000 400.000 LF | 2.50000 1000.00| | Silt Fence, Type A | | | 0140 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0150 740B000 159.000 SQFT| 16.00000 2544.00| | Construction Signs | | | 0160 740F002 10.000 EACH| 325.00000 3250.00| | Barricades, Type III | | | 0170 740I005 2.000 EACH| 375.00000 750.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 247,194.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 247,194.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20020927039 COUNTIES : CHILTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1121(200) for constructing the Resurfacing and Traffic Stripe on C.R.#42 from C.R.#50 to S.R.#191 in Jemison. Length 5.929 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 290,743.79 100.0000% 2 03097 CHILTON PAVING & ASPHALT, LLC $ 319,561.54 109.9117% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020927039 COUNTIES : CHILTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 03097 |( ) |DUNN CONSTRUCTION CO., INC. |CHILTON PAVING & ASPHALT, L | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2250.000 GAL | 0.86000 1935.00| 1.00000 2250.00| Tack Coat | | | 0020 429A021 5400.000 TON | 32.50000 175500.00| 33.64000 181656.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429B201 740.000 TON | 30.00000 22200.00| 34.55000 25567.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0040 429C205 325.000 TON | 54.92000 17849.00| 45.00000 14625.00| Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0050 429C206 750.000 TON | 34.29000 25717.50| 45.00000 33750.00| Improved Bituminous Concrete Base Layer | | | Leveling, 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 600A000 LUMP| 3671.77000 3671.77| 12500.00000 12500.00| Mobilization | | | 0070 630A001 290.000 LF | 21.70000 6293.00| 24.15000 7003.50| Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C050 8.000 EACH| 1446.29000 11570.32| 1610.00000 12880.00| Guardrail End Anchor, Type 20 Series | | | 0090 701A030 12.000 MILE| 619.84000 7438.08| 690.00000 8280.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0100 701A034 10.000 MILE| 619.84000 6198.40| 690.00000 6900.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0110 701A044 3.000 MILE| 361.57000 1084.71| 402.50000 1207.50| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0120 701C000 3.000 MILE| 268.60000 805.80| 299.00000 897.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020927039 COUNTIES : CHILTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 03097 |( ) |DUNN CONSTRUCTION CO., INC. |CHILTON PAVING & ASPHALT, L | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 11.000 MILE| 309.92000 3409.12| 345.00000 3795.00| Solid Temporary Traffic Stripe | | | 0140 703A004 140.000 SQFT| 1.65000 231.00| 1.84000 257.60| Traffic Control Markings, Class 2T, | | | Type A | | | 0150 705A032 50.000 EACH| 4.39000 219.50| 4.89000 244.50| Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 625.000 EACH| 4.39000 2743.75| 4.89000 3056.25| Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 231.000 SQFT| 7.97000 1841.07| 9.49000 2192.19| Construction Signs | | | 0180 740O000 1.000 EACH| 2035.77000 2035.77| 2500.00000 2500.00| Pilot Car | | | SECTION TOTALS | $ 290,743.79| $ 319,561.54| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 290,743.79| $ 319,561.54| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20020927040 COUNTIES : CHOCTAW LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 110 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACGBBRZ-1200(201) for constructing the Bridge Replacements (2) (Precast) on C.R.#18 over Okatuppa Creek and Relief east of Melvin. Length - 0.068 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 701,955.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020927040 COUNTIES : CHOCTAW LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 03097 |( ) |MCINNIS, LLC |CHILTON PAVING & ASPHALT, L | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 30000.00000 30000.00| | Removal Of Old Bridge, Station 8+99.58 | | | 0020 206A001 LUMP| 30000.00000 30000.00| | Removal Of Old Bridge, Station 9+44.52 | | | 0030 210A000 1063.000 CUYD| 6.00000 6378.00| | Unclassified Excavation | | | 0040 502A000 240.000 LB | 1.00000 240.00| | Steel Reinforcement | | | 0050 505M000 2360.000 LF | 20.00000 47200.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0060 505M002 400.000 LF | 24.00000 9600.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 4.000 EACH| 1700.00000 6800.00| | Wire Rope Abutment Anchor Assembly | | | 0080 510A000 45.000 CUYD| 500.00000 22500.00| | Bridge Substructure Concrete, Class A | | | 0090 511A000 121.000 EACH| 70.00000 8470.00| | Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 5500.00000 11000.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512A015 2.000 EACH| 5500.00000 11000.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0120 512B004 5.000 EACH| 3800.00000 19000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512B010 2.000 EACH| 3800.00000 7600.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long (Modified) | | | 0140 512C017 54.000 EACH| 4200.00000 226800.00| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020927040 COUNTIES : CHOCTAW LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 03097 |( ) |MCINNIS, LLC |CHILTON PAVING & ASPHALT, L | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C025 18.000 EACH| 5000.00000 90000.00| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0160 512D025 10.000 EACH| 4200.00000 42000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0170 512D030 8.000 EACH| 4200.00000 33600.00| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0180 512E000 32.000 EACH| 350.00000 11200.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0190 512F000 16.000 EACH| 450.00000 7200.00| | Precast Concrete Wing Panels, Type W1 | | | 0200 512G000 8.000 EACH| 450.00000 3600.00| | Precast Concrete Abutment Wing Cap Pane | | | 0210 600A000 LUMP| 15000.00000 15000.00| | Mobilization | | | 0220 610C001 676.000 TON | 29.00000 19604.00| | Loose Riprap, Class 2 | | | 0230 610D002 801.000 SQYD| 3.00000 2403.00| | Filter Blanket, Geotextile (Non-Woven) | | | 0240 630C003 8.000 EACH| 1000.00000 8000.00| | Guardrail End Anchor, Type 13 | | | 0250 630C070 8.000 EACH| 1200.00000 9600.00| | Guardrail End Anchor, Type 10 Series | | | 0260 665F000 100.000 EACH| 5.00000 500.00| | Hay Bales | | | 0270 665J001 820.000 LF | 6.50000 5330.00| | Silt Fence, Type B | | | 0280 680A000 LUMP| 10000.00000 10000.00| | Engineering Controls | | | 0290 740B000 173.000 SQFT| 10.00000 1730.00| | Construction Signs | | | 0300 740F002 8.000 EACH| 400.00000 3200.00| | Barricades, Type III | | | 0310 740I005 4.000 EACH| 600.00000 2400.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 701,955.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 701,955.00| $ 319,561.54| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : PLH-1300(900) for constructing the Grade, Drainage and Pavement on Old Lock 1 Road from the Tombigbee River to S.R.#69 northwest of Jackson. Length 3.612 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03081 CARDWELL CORPORATION $ 813,230.00 100.0000% 2 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 883,714.13 108.6672% 3 14007 W. S. NEWELL & SONS, INC. $ 999,994.50 122.9658% 4 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 1,046,598.50 128.6965% 5 01039 JAMES H. ADAMS & SON CONSTRUCTION COMPANY, INC. $ 1,050,779.50 129.2106% 6 10026 JRD CONTRACTING, INC. $ 1,100,865.11 135.3695% 7 18005 GRADY RALLS & SONS, INC. $ 1,161,259.82 142.7960% 8 02091 BOYD EXCAVATING, INC. $ 1,230,953.32 151.3660% 9 23029 J. S. WALTON & COMPANY, INC. $ 1,324,192.35 162.8312% 10 23011 HOSEA O. WEAVER & SONS, INC. $ 1,382,221.87 169.9669% 11 07050 GULF EQUIPMENT CORPORATION $ 1,534,099.00 188.6427% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03081 |( 2 ) 23056 |( 3 ) 14007 |CARDWELL CORPORATION |JOHN G. WALTON CONSTRUCTION |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 42000.00000 42000.00| 49500.00000 49500.00| 101225.00000 101225.00 Clearing & Grubbing (Approximately 40 | | | Acres) | | | 0020 206D000 206.000 LF | 3.00000 618.00| 6.12000 1260.72| 5.00000 1030.00 Removing Pipe | | | 0030 206E000 2.000 EACH| 150.00000 300.00| 903.38000 1806.76| 250.00000 500.00 Removing Headwalls | | | 0040 210A000 61820.000 CUYD| 2.00000 123640.00| 2.48000 153313.60| 2.05000 126731.00 Unclassified Excavation | | | 0050 210D011 12250.000 CUYD| 3.75000 45937.50| 5.72000 70070.00| 2.50000 30625.00 Borrow Excavation (A-4 or Better) | | | 0060 214A000 415.000 CUYD| 5.00000 2075.00| 1.28000 531.20| 3.00000 1245.00 Structure Excavation | | | 0070 214B000 66.000 CUYD| 5.00000 330.00| 11.63000 767.58| 5.00000 330.00 Foundation Backfill, Local | | | 0080 230A000 191.000 RBST| 175.00000 33425.00| 149.19000 28495.29| 155.00000 29605.00 Roadbed Processing | | | 0090 301A098 48750.000 SQYD| 2.00000 97500.00| 1.56000 76050.00| 2.81000 136987.50 Soil Aggregate Base Course, Type A, | | | Road Mixed, 5" Compacted Thickness | | | 0100 301A102 61680.000 SQYD| 2.25000 138780.00| 1.51000 93136.80| 3.20000 197376.00 Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0110 401A000 44510.000 SQYD| 0.40000 17804.00| 0.39000 17358.90| 0.65000 28931.50 Bituminous Treatment A | | | 0120 401B107 42390.000 SQYD| 1.75000 74182.50| 1.93000 81812.70| 1.75000 74182.50 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0130 530A001 96.000 LF | 18.00000 1728.00| 28.36000 2722.56| 18.50000 1776.00 18" Roadway Pipe (Class 3 R.C.) | | | 0140 530A003 56.000 LF | 30.00000 1680.00| 50.74000 2841.44| 32.00000 1792.00 30" Roadway Pipe (Class 3 R.C.) | | | 0150 530A004 216.000 LF | 38.00000 8208.00| 61.55000 13294.80| 40.00000 8640.00 36" Roadway Pipe (Class 3 R.C.) | | | 0160 530A005 128.000 LF | 47.00000 6016.00| 84.86000 10862.08| 45.00000 5760.00 42" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03081 |( 2 ) 23056 |( 3 ) 14007 |CARDWELL CORPORATION |JOHN G. WALTON CONSTRUCTION |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 530A933 102.000 LF | 75.00000 7650.00| 50.99000 5200.98| 77.50000 7905.00 60" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | 0180 535A141 120.000 LF | 18.00000 2160.00| 27.90000 3348.00| 20.00000 2400.00 18" Side Drain Pipe (16 Gauge C.M.) | | | 0190 600A000 LUMP| 44130.00000 44130.00| 49600.00000 49600.00| 17000.00000 17000.00 Mobilization | | | 0200 602A000 123.000 EACH| 75.00000 9225.00| 116.60000 14341.80| 85.00000 10455.00 Right Of Way Markers | | | 0210 606A000 100.000 LF | 6.00000 600.00| 10.40000 1040.00| 10.00000 1000.00 6" Underdrain Pipe | | | 0220 610C001 200.000 TON | 28.00000 5600.00| 33.84000 6768.00| 31.25000 6250.00 Loose Riprap, Class 2 | | | 0230 610D000 200.000 SQYD| 2.00000 400.00| 1.62000 324.00| 2.00000 400.00 Filter Blanket | | | 0240 619A002 4.000 EACH| 450.00000 1800.00| 443.67000 1774.68| 500.00000 2000.00 18" Roadway Pipe End Treatment, Class 1 | | | 0250 619A004 2.000 EACH| 575.00000 1150.00| 699.60000 1399.20| 770.00000 1540.00 30" Roadway Pipe End Treatment, Class 1 | | | 0260 619A005 4.000 EACH| 850.00000 3400.00| 722.70000 2890.80| 915.00000 3660.00 36" Roadway Pipe End Treatment, Class 1 | | | 0270 619A006 4.000 EACH| 1050.00000 4200.00| 896.24000 3584.96| 1075.00000 4300.00 42" Roadway Pipe End Treatment, Class 1 | | | 0280 619A101 8.000 EACH| 450.00000 3600.00| 171.44000 1371.52| 500.00000 4000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 619A248 2.000 EACH| 3000.00000 6000.00| 2442.77000 4885.54| 4000.00000 8000.00 60" Roadway Pipe End Treatment, Class 1 | | | (Triple Line) | | | 0300 620A000 4.000 CUYD| 800.00000 3200.00| 119.48000 477.92| 700.00000 2800.00 Minor Structure Concrete | | | 0310 630A001 50.000 LF | 12.00000 600.00| 13.20000 660.00| 12.00000 600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 4.000 EACH| 1100.00000 4400.00| 1320.00000 5280.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0330 630C070 4.000 EACH| 1300.00000 5200.00| 1540.00000 6160.00| 1300.00000 5200.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03081 |( 2 ) 23056 |( 3 ) 14007 |CARDWELL CORPORATION |JOHN G. WALTON CONSTRUCTION |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 637A000 1000.000 LF | 3.00000 3000.00| 2.22000 2220.00| 3.00000 3000.00 Fence Reset | | | 0350 650A000 500.000 CUYD| 0.00000 0.00| 11.96000 5980.00| 0.01000 5.00 Topsoil | | | 0360 650B000 16000.000 CUYD| 2.25000 36000.00| 3.48000 55680.00| 1.54000 24640.00 Topsoil From Stockpiles | | | 0370 652A061 30.000 ACRE| 450.00000 13500.00| 522.50000 15675.00| 500.00000 15000.00 Seeding (Mix 3E) | | | 0380 654A000 500.000 SQYD| 3.70000 1850.00| 3.30000 1650.00| 4.50000 2250.00 Solid Sodding | | | 0390 656A000 22.000 ACRE| 425.00000 9350.00| 522.50000 11495.00| 450.00000 9900.00 Mulching, Class A, Type 1 | | | 0400 656A001 8.000 ACRE| 450.00000 3600.00| 577.50000 4620.00| 450.00000 3600.00 Mulching, Class A, Type 2 | | | 0410 665A000 30.000 ACRE| 1.00000 30.00| 330.00000 9900.00| 300.00000 9000.00 Temporary Seeding | | | 0420 665B000 30.000 ACRE| 1.00000 30.00| 330.00000 9900.00| 400.00000 12000.00 Temporary Mulching | | | 0430 665E000 500.000 SQYD| 1.00000 500.00| 1.51000 755.00| 1.50000 750.00 Polyethylene | | | 0440 665F000 500.000 EACH| 4.00000 2000.00| 6.52000 3260.00| 6.00000 3000.00 Hay Bales | | | 0450 665G000 100.000 EACH| 2.00000 200.00| 2.57000 257.00| 5.00000 500.00 Sand Bags | | | 0460 665I002 100.000 TON | 28.00000 2800.00| 27.23000 2723.00| 31.25000 3125.00 Temporary Riprap, Class 1 | | | 0470 665J000 8000.000 LF | 2.50000 20000.00| 3.04000 24320.00| 3.00000 24000.00 Silt Fence, Type A | | | 0480 665K000 100.000 CUYD| 10.00000 1000.00| 15.89000 1589.00| 10.00000 1000.00 Drainage Sump Excavation | | | 0490 680A000 LUMP| 15000.00000 15000.00| 14500.00000 14500.00| 50000.00000 50000.00 Engineering Controls | | | 0500 701A008 2.000 MILE| 230.00000 460.00| 220.00000 440.00| 230.00000 460.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0510 701A012 5.000 MILE| 300.00000 1500.00| 385.00000 1925.00| 350.00000 1750.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -5 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03081 |( 2 ) 23056 |( 3 ) 14007 |CARDWELL CORPORATION |JOHN G. WALTON CONSTRUCTION |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 701C000 2.000 MILE| 290.00000 580.00| 440.00000 880.00| 400.00000 800.00 Broken Temporary Traffic Stripe | | | 0530 701C001 5.000 MILE| 325.00000 1625.00| 440.00000 2200.00| 400.00000 2000.00 Solid Temporary Traffic Stripe | | | 0540 703A000 20.000 SQFT| 1.30000 26.00| 1.43000 28.60| 5.00000 100.00 Traffic Control Markings, Class 1, Type | | | A | | | 0550 740B000 164.000 SQFT| 10.00000 1640.00| 4.05000 664.20| 12.00000 1968.00 Construction Signs | | | 0560 740E000 50.000 EACH| 10.00000 500.00| 0.01000 0.50| 10.00000 500.00 Cones (36 Inches High) | | | 0570 740O000 1.000 EACH| 500.00000 500.00| 120.00000 120.00| 2000.00000 2000.00 Pilot Car | | | SECTION TOTALS | $ 813,230.00| $ 883,714.13| $ 999,994.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 813,230.00| $ 883,714.13| $ 999,994.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -6 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01059 |( 5 ) 01039 |( 6 ) 10026 |ADVANCE CONSTRUCTION SERVIC |JAMES H. ADAMS & SON CONSTR |JRD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 136000.00000 136000.00| 65000.00000 65000.00| 154926.41000 154926.41 Clearing & Grubbing (Approximately 40 | | | Acres) | | | 0020 206D000 206.000 LF | 9.00000 1854.00| 6.00000 1236.00| 5.31000 1093.86 Removing Pipe | | | 0030 206E000 2.000 EACH| 250.00000 500.00| 150.00000 300.00| 106.25000 212.50 Removing Headwalls | | | 0040 210A000 61820.000 CUYD| 0.60000 37092.00| 2.00000 123640.00| 4.00000 247280.00 Unclassified Excavation | | | 0050 210D011 12250.000 CUYD| 0.01000 122.50| 6.50000 79625.00| 4.25000 52062.50 Borrow Excavation (A-4 or Better) | | | 0060 214A000 415.000 CUYD| 6.50000 2697.50| 10.00000 4150.00| 6.38000 2647.70 Structure Excavation | | | 0070 214B000 66.000 CUYD| 20.00000 1320.00| 10.00000 660.00| 15.94000 1052.04 Foundation Backfill, Local | | | 0080 230A000 191.000 RBST| 275.00000 52525.00| 200.00000 38200.00| 100.00000 19100.00 Roadbed Processing | | | 0090 301A098 48750.000 SQYD| 2.40000 117000.00| 2.75000 134062.50| 2.00000 97500.00 Soil Aggregate Base Course, Type A, | | | Road Mixed, 5" Compacted Thickness | | | 0100 301A102 61680.000 SQYD| 2.75000 169620.00| 3.10000 191208.00| 2.50000 154200.00 Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0110 401A000 44510.000 SQYD| 0.55000 24480.50| 0.50000 22255.00| 0.35000 15578.50 Bituminous Treatment A | | | 0120 401B107 42390.000 SQYD| 2.00000 84780.00| 2.00000 84780.00| 1.75000 74182.50 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0130 530A001 96.000 LF | 24.00000 2304.00| 25.00000 2400.00| 32.66000 3135.36 18" Roadway Pipe (Class 3 R.C.) | | | 0140 530A003 56.000 LF | 40.00000 2240.00| 45.00000 2520.00| 38.07000 2131.92 30" Roadway Pipe (Class 3 R.C.) | | | 0150 530A004 216.000 LF | 45.00000 9720.00| 60.00000 12960.00| 48.41000 10456.56 36" Roadway Pipe (Class 3 R.C.) | | | 0160 530A005 128.000 LF | 55.00000 7040.00| 80.00000 10240.00| 61.39000 7857.92 42" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -7 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01059 |( 5 ) 01039 |( 6 ) 10026 |ADVANCE CONSTRUCTION SERVIC |JAMES H. ADAMS & SON CONSTR |JRD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 530A933 102.000 LF | 100.00000 10200.00| 70.00000 7140.00| 92.53000 9438.06 60" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | 0180 535A141 120.000 LF | 27.00000 3240.00| 12.00000 1440.00| 33.20000 3984.00 18" Side Drain Pipe (16 Gauge C.M.) | | | 0190 600A000 LUMP| 120000.00000 120000.00| 50000.00000 50000.00| 18875.00000 18875.00 Mobilization | | | 0200 602A000 123.000 EACH| 90.00000 11070.00| 75.00000 9225.00| 50.00000 6150.00 Right Of Way Markers | | | 0210 606A000 100.000 LF | 12.00000 1200.00| 6.00000 600.00| 12.75000 1275.00 6" Underdrain Pipe | | | 0220 610C001 200.000 TON | 45.00000 9000.00| 40.00000 8000.00| 27.50000 5500.00 Loose Riprap, Class 2 | | | 0230 610D000 200.000 SQYD| 1.80000 360.00| 2.00000 400.00| 3.00000 600.00 Filter Blanket | | | 0240 619A002 4.000 EACH| 600.00000 2400.00| 400.00000 1600.00| 504.69000 2018.76 18" Roadway Pipe End Treatment, Class 1 | | | 0250 619A004 2.000 EACH| 1000.00000 2000.00| 600.00000 1200.00| 674.69000 1349.38 30" Roadway Pipe End Treatment, Class 1 | | | 0260 619A005 4.000 EACH| 1200.00000 4800.00| 700.00000 2800.00| 903.13000 3612.52 36" Roadway Pipe End Treatment, Class 1 | | | 0270 619A006 4.000 EACH| 2000.00000 8000.00| 1000.00000 4000.00| 1115.63000 4462.52 42" Roadway Pipe End Treatment, Class 1 | | | 0280 619A101 8.000 EACH| 600.00000 4800.00| 400.00000 3200.00| 451.56000 3612.48 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 619A248 2.000 EACH| 3500.00000 7000.00| 3000.00000 6000.00| 2656.25000 5312.50 60" Roadway Pipe End Treatment, Class 1 | | | (Triple Line) | | | 0300 620A000 4.000 CUYD| 450.00000 1800.00| 650.00000 2600.00| 425.00000 1700.00 Minor Structure Concrete | | | 0310 630A001 50.000 LF | 14.00000 700.00| 25.00000 1250.00| 12.00000 600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0330 630C070 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1300.00000 5200.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -8 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01059 |( 5 ) 01039 |( 6 ) 10026 |ADVANCE CONSTRUCTION SERVIC |JAMES H. ADAMS & SON CONSTR |JRD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 637A000 1000.000 LF | 7.00000 7000.00| 3.00000 3000.00| 5.00000 5000.00 Fence Reset | | | 0350 650A000 500.000 CUYD| 13.00000 6500.00| 6.00000 3000.00| 3.00000 1500.00 Topsoil | | | 0360 650B000 16000.000 CUYD| 2.50000 40000.00| 2.50000 40000.00| 3.00000 48000.00 Topsoil From Stockpiles | | | 0370 652A061 30.000 ACRE| 500.00000 15000.00| 500.00000 15000.00| 385.00000 11550.00 Seeding (Mix 3E) | | | 0380 654A000 500.000 SQYD| 4.00000 2000.00| 5.00000 2500.00| 3.24000 1620.00 Solid Sodding | | | 0390 656A000 22.000 ACRE| 500.00000 11000.00| 500.00000 11000.00| 345.00000 7590.00 Mulching, Class A, Type 1 | | | 0400 656A001 8.000 ACRE| 500.00000 4000.00| 500.00000 4000.00| 370.00000 2960.00 Mulching, Class A, Type 2 | | | 0410 665A000 30.000 ACRE| 320.00000 9600.00| 400.00000 12000.00| 300.00000 9000.00 Temporary Seeding | | | 0420 665B000 30.000 ACRE| 400.00000 12000.00| 400.00000 12000.00| 300.00000 9000.00 Temporary Mulching | | | 0430 665E000 500.000 SQYD| 2.00000 1000.00| 2.00000 1000.00| 2.00000 1000.00 Polyethylene | | | 0440 665F000 500.000 EACH| 10.00000 5000.00| 5.00000 2500.00| 20.00000 10000.00 Hay Bales | | | 0450 665G000 100.000 EACH| 3.00000 300.00| 3.00000 300.00| 5.00000 500.00 Sand Bags | | | 0460 665I002 100.000 TON | 45.00000 4500.00| 30.00000 3000.00| 27.50000 2750.00 Temporary Riprap, Class 1 | | | 0470 665J000 8000.000 LF | 6.00000 48000.00| 3.00000 24000.00| 5.00000 40000.00 Silt Fence, Type A | | | 0480 665K000 100.000 CUYD| 15.00000 1500.00| 10.00000 1000.00| 10.00000 1000.00 Drainage Sump Excavation | | | 0490 680A000 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 20000.00000 20000.00 Engineering Controls | | | 0500 701A008 2.000 MILE| 200.00000 400.00| 600.00000 1200.00| 229.06000 458.12 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0510 701A012 5.000 MILE| 300.00000 1500.00| 700.00000 3500.00| 297.00000 1485.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -9 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01059 |( 5 ) 01039 |( 6 ) 10026 |ADVANCE CONSTRUCTION SERVIC |JAMES H. ADAMS & SON CONSTR |JRD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 701C000 2.000 MILE| 300.00000 600.00| 400.00000 800.00| 287.00000 574.00 Broken Temporary Traffic Stripe | | | 0530 701C001 5.000 MILE| 400.00000 2000.00| 400.00000 2000.00| 323.00000 1615.00 Solid Temporary Traffic Stripe | | | 0540 703A000 20.000 SQFT| 2.00000 40.00| 6.00000 120.00| 1.85000 37.00 Traffic Control Markings, Class 1, Type | | | A | | | 0550 740B000 164.000 SQFT| 12.00000 1968.00| 12.00000 1968.00| 12.00000 1968.00 Construction Signs | | | 0560 740E000 50.000 EACH| 10.00000 500.00| 20.00000 1000.00| 15.00000 750.00 Cones (36 Inches High) | | | 0570 740O000 1.000 EACH| 125.00000 125.00| 2000.00000 2000.00| 1000.00000 1000.00 Pilot Car | | | SECTION TOTALS | $ 1,046,598.50| $ 1,050,779.50| $ 1,100,865.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,046,598.50| $ 1,050,779.50| $ 1,100,865.11 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -10 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 18005 |( 8 ) 02091 |( 9 ) 23029 |GRADY RALLS & SONS, INC. |BOYD EXCAVATING, INC. |J. S. WALTON & 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| 120000.00000 120000.00| 95000.00000 95000.00| 106782.32000 106782.32 Clearing & Grubbing (Approximately 40 | | | Acres) | | | 0020 206D000 206.000 LF | 5.00000 1030.00| 6.00000 1236.00| 18.29000 3767.74 Removing Pipe | | | 0030 206E000 2.000 EACH| 400.00000 800.00| 500.00000 1000.00| 370.60000 741.20 Removing Headwalls | | | 0040 210A000 61820.000 CUYD| 2.65000 163823.00| 1.84000 113748.80| 4.95000 306009.00 Unclassified Excavation | | | 0050 210D011 12250.000 CUYD| 5.65000 69212.50| 4.25000 52062.50| 5.68000 69580.00 Borrow Excavation (A-4 or Better) | | | 0060 214A000 415.000 CUYD| 8.00000 3320.00| 6.00000 2490.00| 16.81000 6976.15 Structure Excavation | | | 0070 214B000 66.000 CUYD| 40.00000 2640.00| 10.00000 660.00| 23.77000 1568.82 Foundation Backfill, Local | | | 0080 230A000 191.000 RBST| 135.00000 25785.00| 300.00000 57300.00| 163.52000 31232.32 Roadbed Processing | | | 0090 301A098 48750.000 SQYD| 3.50000 170625.00| 3.60000 175500.00| 2.21000 107737.50 Soil Aggregate Base Course, Type A, | | | Road Mixed, 5" Compacted Thickness | | | 0100 301A102 61680.000 SQYD| 3.45000 212796.00| 4.50000 277560.00| 2.65000 163452.00 Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0110 401A000 44510.000 SQYD| 0.35000 15578.50| 0.40000 17804.00| 0.41000 18249.10 Bituminous Treatment A | | | 0120 401B107 42390.000 SQYD| 1.75000 74182.50| 1.81000 76725.90| 2.07000 87747.30 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0130 530A001 96.000 LF | 10.20000 979.20| 23.00000 2208.00| 26.26000 2520.96 18" Roadway Pipe (Class 3 R.C.) | | | 0140 530A003 56.000 LF | 26.00000 1456.00| 36.00000 2016.00| 42.21000 2363.76 30" Roadway Pipe (Class 3 R.C.) | | | 0150 530A004 216.000 LF | 30.00000 6480.00| 42.00000 9072.00| 62.59000 13519.44 36" Roadway Pipe (Class 3 R.C.) | | | 0160 530A005 128.000 LF | 35.00000 4480.00| 54.00000 6912.00| 82.95000 10617.60 42" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -11 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 18005 |( 8 ) 02091 |( 9 ) 23029 |GRADY RALLS & SONS, INC. |BOYD EXCAVATING, INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 530A933 102.000 LF | 65.00000 6630.00| 80.00000 8160.00| 60.07000 6127.14 60" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | 0180 535A141 120.000 LF | 18.50000 2220.00| 18.00000 2160.00| 19.31000 2317.20 18" Side Drain Pipe (16 Gauge C.M.) | | | 0190 600A000 LUMP| 68500.00000 68500.00| 88500.00000 88500.00| 146304.92000 146304.92 Mobilization | | | 0200 602A000 123.000 EACH| 75.00000 9225.00| 125.00000 15375.00| 74.07000 9110.61 Right Of Way Markers | | | 0210 606A000 100.000 LF | 6.00000 600.00| 15.00000 1500.00| 13.21000 1321.00 6" Underdrain Pipe | | | 0220 610C001 200.000 TON | 27.00000 5400.00| 45.00000 9000.00| 36.25000 7250.00 Loose Riprap, Class 2 | | | 0230 610D000 200.000 SQYD| 3.00000 600.00| 5.00000 1000.00| 1.76000 352.00 Filter Blanket | | | 0240 619A002 4.000 EACH| 1200.00000 4800.00| 500.00000 2000.00| 438.57000 1754.28 18" Roadway Pipe End Treatment, Class 1 | | | 0250 619A004 2.000 EACH| 1800.00000 3600.00| 800.00000 1600.00| 556.05000 1112.10 30" Roadway Pipe End Treatment, Class 1 | | | 0260 619A005 4.000 EACH| 1900.00000 7600.00| 1100.00000 4400.00| 557.12000 2228.48 36" Roadway Pipe End Treatment, Class 1 | | | 0270 619A006 4.000 EACH| 2500.00000 10000.00| 1500.00000 6000.00| 603.47000 2413.88 42" Roadway Pipe End Treatment, Class 1 | | | 0280 619A101 8.000 EACH| 800.00000 6400.00| 600.00000 4800.00| 369.40000 2955.20 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 619A248 2.000 EACH| 2800.00000 5600.00| 2500.00000 5000.00| 1721.18000 3442.36 60" Roadway Pipe End Treatment, Class 1 | | | (Triple Line) | | | 0300 620A000 4.000 CUYD| 250.00000 1000.00| 550.00000 2200.00| 482.91000 1931.64 Minor Structure Concrete | | | 0310 630A001 50.000 LF | 12.00000 600.00| 14.00000 700.00| 16.67000 833.50 Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 4.000 EACH| 1100.00000 4400.00| 1150.00000 4600.00| 1222.59000 4890.36 Guardrail End Anchor, Type 13 | | | 0330 630C070 4.000 EACH| 1300.00000 5200.00| 1350.00000 5400.00| 1389.30000 5557.20 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -12 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 18005 |( 8 ) 02091 |( 9 ) 23029 |GRADY RALLS & SONS, INC. |BOYD EXCAVATING, INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 637A000 1000.000 LF | 3.00000 3000.00| 2.50000 2500.00| 2.13000 2130.00 Fence Reset | | | 0350 650A000 500.000 CUYD| 7.50000 3750.00| 5.00000 2500.00| 12.74000 6370.00 Topsoil | | | 0360 650B000 16000.000 CUYD| 3.50000 56000.00| 2.25000 36000.00| 4.48000 71680.00 Topsoil From Stockpiles | | | 0370 652A061 30.000 ACRE| 445.00000 13350.00| 450.00000 13500.00| 532.07000 15962.10 Seeding (Mix 3E) | | | 0380 654A000 500.000 SQYD| 3.50000 1750.00| 5.00000 2500.00| 4.55000 2275.00 Solid Sodding | | | 0390 656A000 22.000 ACRE| 440.00000 9680.00| 450.00000 9900.00| 532.07000 11705.54 Mulching, Class A, Type 1 | | | 0400 656A001 8.000 ACRE| 485.00000 3880.00| 600.00000 4800.00| 650.31000 5202.48 Mulching, Class A, Type 2 | | | 0410 665A000 30.000 ACRE| 250.00000 7500.00| 450.00000 13500.00| 488.26000 14647.80 Temporary Seeding | | | 0420 665B000 30.000 ACRE| 250.00000 7500.00| 450.00000 13500.00| 371.80000 11154.00 Temporary Mulching | | | 0430 665E000 500.000 SQYD| 0.50000 250.00| 4.00000 2000.00| 0.77000 385.00 Polyethylene | | | 0440 665F000 500.000 EACH| 5.00000 2500.00| 5.00000 2500.00| 4.13000 2065.00 Hay Bales | | | 0450 665G000 100.000 EACH| 3.50000 350.00| 4.00000 400.00| 3.54000 354.00 Sand Bags | | | 0460 665I002 100.000 TON | 26.00000 2600.00| 45.00000 4500.00| 31.26000 3126.00 Temporary Riprap, Class 1 | | | 0470 665J000 8000.000 LF | 3.00000 24000.00| 2.75000 22000.00| 2.40000 19200.00 Silt Fence, Type A | | | 0480 665K000 100.000 CUYD| 8.00000 800.00| 6.00000 600.00| 11.75000 1175.00 Drainage Sump Excavation | | | 0490 680A000 LUMP| 2000.00000 2000.00| 40000.00000 40000.00| 12419.38000 12419.38 Engineering Controls | | | 0500 701A008 2.000 MILE| 229.06000 458.12| 229.06000 458.12| 236.48000 472.96 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0510 701A012 5.000 MILE| 297.00000 1485.00| 297.00000 1485.00| 413.83000 2069.15 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -13 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 18005 |( 8 ) 02091 |( 9 ) 23029 |GRADY RALLS & SONS, INC. |BOYD EXCAVATING, INC. |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 701C000 2.000 MILE| 287.00000 574.00| 287.00000 574.00| 472.96000 945.92 Broken Temporary Traffic Stripe | | | 0530 701C001 5.000 MILE| 323.00000 1615.00| 323.00000 1615.00| 472.95000 2364.75 Solid Temporary Traffic Stripe | | | 0540 703A000 20.000 SQFT| 1.85000 37.00| 1.85000 37.00| 1.54000 30.80 Traffic Control Markings, Class 1, Type | | | A | | | 0550 740B000 164.000 SQFT| 12.00000 1968.00| 8.50000 1394.00| 4.66000 764.24 Construction Signs | | | 0560 740E000 50.000 EACH| 5.00000 250.00| 10.00000 500.00| 2.94000 147.00 Cones (36 Inches High) | | | 0570 740O000 1.000 EACH| 400.00000 400.00| 500.00000 500.00| 4779.15000 4779.15 Pilot Car | | | SECTION TOTALS | $ 1,161,259.82| $ 1,230,953.32| $ 1,324,192.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,161,259.82| $ 1,230,953.32| $ 1,324,192.35 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -14 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 10 ) 23011 |( 11 ) 07050 |( ) |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 54440.77000 54440.77| 116000.00000 116000.00| Clearing & Grubbing (Approximately 40 | | | Acres) | | | 0020 206D000 206.000 LF | 5.92000 1219.52| 10.00000 2060.00| Removing Pipe | | | 0030 206E000 2.000 EACH| 74.24000 148.48| 200.00000 400.00| Removing Headwalls | | | 0040 210A000 61820.000 CUYD| 4.43000 273862.60| 3.00000 185460.00| Unclassified Excavation | | | 0050 210D011 12250.000 CUYD| 5.55000 67987.50| 7.00000 85750.00| Borrow Excavation (A-4 or Better) | | | 0060 214A000 415.000 CUYD| 7.02000 2913.30| 6.00000 2490.00| Structure Excavation | | | 0070 214B000 66.000 CUYD| 17.55000 1158.30| 20.00000 1320.00| Foundation Backfill, Local | | | 0080 230A000 191.000 RBST| 180.72000 34517.52| 150.00000 28650.00| Roadbed Processing | | | 0090 301A098 48750.000 SQYD| 3.58000 174525.00| 4.00000 195000.00| Soil Aggregate Base Course, Type A, | | | Road Mixed, 5" Compacted Thickness | | | 0100 301A102 61680.000 SQYD| 3.49000 215263.20| 4.80000 296064.00| Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0110 401A000 44510.000 SQYD| 0.57000 25370.70| 0.50000 22255.00| Bituminous Treatment A | | | 0120 401B107 42390.000 SQYD| 2.05000 86899.50| 2.00000 84780.00| Bituminous Treatment KG (With Polymer | | | Additive) | | | 0130 530A001 96.000 LF | 22.46000 2156.16| 30.00000 2880.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0140 530A003 56.000 LF | 46.38000 2597.28| 50.00000 2800.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0150 530A004 216.000 LF | 60.54000 13076.64| 69.00000 14904.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0160 530A005 128.000 LF | 75.64000 9681.92| 88.00000 11264.00| 42" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -15 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 10 ) 23011 |( 11 ) 07050 |( ) |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 530A933 102.000 LF | 70.00000 7140.00| 107.00000 10914.00| 60" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | 0180 535A141 120.000 LF | 14.93000 1791.60| 27.00000 3240.00| 18" Side Drain Pipe (16 Gauge C.M.) | | | 0190 600A000 LUMP| 117798.24000 117798.24| 136000.00000 136000.00| Mobilization | | | 0200 602A000 123.000 EACH| 173.50000 21340.50| 28.00000 3444.00| Right Of Way Markers | | | 0210 606A000 100.000 LF | 14.05000 1405.00| 11.00000 1100.00| 6" Underdrain Pipe | | | 0220 610C001 200.000 TON | 33.81000 6762.00| 40.00000 8000.00| Loose Riprap, Class 2 | | | 0230 610D000 200.000 SQYD| 4.22000 844.00| 3.00000 600.00| Filter Blanket | | | 0240 619A002 4.000 EACH| 555.60000 2222.40| 500.00000 2000.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0250 619A004 2.000 EACH| 742.75000 1485.50| 600.00000 1200.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0260 619A005 4.000 EACH| 994.22000 3976.88| 700.00000 2800.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0270 619A006 4.000 EACH| 1228.16000 4912.64| 800.00000 3200.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0280 619A101 8.000 EACH| 497.11000 3976.88| 500.00000 4000.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 619A248 2.000 EACH| 2924.19000 5848.38| 7000.00000 14000.00| 60" Roadway Pipe End Treatment, Class 1 | | | (Triple Line) | | | 0300 620A000 4.000 CUYD| 467.87000 1871.48| 400.00000 1600.00| Minor Structure Concrete | | | 0310 630A001 50.000 LF | 19.30000 965.00| 18.40000 920.00| Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 4.000 EACH| 1228.16000 4912.64| 1170.00000 4680.00| Guardrail End Anchor, Type 13 | | | 0330 630C070 4.000 EACH| 1650.00000 6600.00| 1550.00000 6200.00| Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -16 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 10 ) 23011 |( 11 ) 07050 |( ) |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 637A000 1000.000 LF | 5.85000 5850.00| 3.00000 3000.00| Fence Reset | | | 0350 650A000 500.000 CUYD| 6.00000 3000.00| 12.00000 6000.00| Topsoil | | | 0360 650B000 16000.000 CUYD| 4.63000 74080.00| 6.00000 96000.00| Topsoil From Stockpiles | | | 0370 652A061 30.000 ACRE| 584.84000 17545.20| 900.00000 27000.00| Seeding (Mix 3E) | | | 0380 654A000 500.000 SQYD| 3.51000 1755.00| 4.00000 2000.00| Solid Sodding | | | 0390 656A000 22.000 ACRE| 584.84000 12866.48| 800.00000 17600.00| Mulching, Class A, Type 1 | | | 0400 656A001 8.000 ACRE| 584.84000 4678.72| 700.00000 5600.00| Mulching, Class A, Type 2 | | | 0410 665A000 30.000 ACRE| 467.87000 14036.10| 500.00000 15000.00| Temporary Seeding | | | 0420 665B000 30.000 ACRE| 467.87000 14036.10| 500.00000 15000.00| Temporary Mulching | | | 0430 665E000 500.000 SQYD| 5.85000 2925.00| 1.00000 500.00| Polyethylene | | | 0440 665F000 500.000 EACH| 6.17000 3085.00| 6.00000 3000.00| Hay Bales | | | 0450 665G000 100.000 EACH| 8.06000 806.00| 4.00000 400.00| Sand Bags | | | 0460 665I002 100.000 TON | 33.81000 3381.00| 50.00000 5000.00| Temporary Riprap, Class 1 | | | 0470 665J000 8000.000 LF | 4.03000 32240.00| 4.00000 32000.00| Silt Fence, Type A | | | 0480 665K000 100.000 CUYD| 5.80000 580.00| 10.00000 1000.00| Drainage Sump Excavation | | | 0490 680A000 LUMP| 23557.99000 23557.99| 30000.00000 30000.00| Engineering Controls | | | 0500 701A008 2.000 MILE| 321.67000 643.34| 600.00000 1200.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0510 701A012 5.000 MILE| 438.63000 2193.15| 800.00000 4000.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 041 -17 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020927041 COUNTIES : CLARKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 10 ) 23011 |( 11 ) 07050 |( ) |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 701C000 2.000 MILE| 497.12000 994.24| 800.00000 1600.00| Broken Temporary Traffic Stripe | | | 0530 701C001 5.000 MILE| 614.08000 3070.40| 800.00000 4000.00| Solid Temporary Traffic Stripe | | | 0540 703A000 20.000 SQFT| 2.92000 58.40| 5.00000 100.00| Traffic Control Markings, Class 1, Type | | | A | | | 0550 740B000 164.000 SQFT| 4.73000 775.72| 16.00000 2624.00| Construction Signs | | | 0560 740E000 50.000 EACH| 5.85000 292.50| 30.00000 1500.00| Cones (36 Inches High) | | | 0570 740O000 1.000 EACH| 100.00000 100.00| 4000.00000 4000.00| Pilot Car | | | SECTION TOTALS | $ 1,382,221.87| $ 1,534,099.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,382,221.87| $ 1,534,099.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20020927042 COUNTIES : CLEBURNE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1500(205) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#70 over Terrapin Creek tributary east of Piedmont. Length - 0.005 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12019 LEVERETT CONSTRUCTION COMPANY $ 96,579.20 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 98,986.50 102.4926% 3 16032 PRICHARD CONSTRUCTION COMPANY $ 102,039.50 105.6537% 4 23044 WARE CONSTRUCTION CO., INC. $ 119,060.11 123.2772% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020927042 COUNTIES : CLEBURNE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 04009 |( 3 ) 16032 |LEVERETT CONSTRUCTION COMPA |W. W. DYAR & SONS, INC. |PRICHARD CONSTRUCTION COMPANY 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| 3400.00000 3400.00| 2500.00000 2500.00 Removal Of Old Bridge, Station 15+00.00 | | | 0020 214A000 379.000 CUYD| 4.00000 1516.00| 6.60000 2501.40| 8.00000 3032.00 Structure Excavation | | | 0030 214B001 105.000 CUYD| 25.00000 2625.00| 24.20000 2541.00| 28.00000 2940.00 Foundation Backfill, Commercial | | | 0040 502A000 35333.000 LB | 0.40000 14133.20| 0.50000 17666.50| 0.50000 17666.50 Steel Reinforcement | | | 0050 524A011 180.000 CUYD| 355.00000 63900.00| 275.00000 49500.00| 285.00000 51300.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 2000.00000 2000.00| 8400.00000 8400.00| 8000.00000 8000.00 Mobilization | | | 0070 610C001 222.000 TON | 21.50000 4773.00| 24.20000 5372.40| 28.00000 6216.00 Loose Riprap, Class 2 | | | 0080 610D003 133.000 SQYD| 2.00000 266.00| 4.40000 585.20| 5.00000 665.00 Filter Blanket, Geotextile | | | 0090 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 7.00000 350.00 Hay Bales | | | 0100 665J000 400.000 LF | 2.00000 800.00| 4.00000 1600.00| 5.00000 2000.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 500.00000 500.00| 2050.00000 2050.00| 1500.00000 1500.00 Engineering Controls | | | 0120 740B000 302.000 SQFT| 8.00000 2416.00| 10.00000 3020.00| 10.00000 3020.00 Construction Signs | | | 0130 740F002 8.000 EACH| 150.00000 1200.00| 225.00000 1800.00| 285.00000 2280.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 100.00000 200.00| 150.00000 300.00| 285.00000 570.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 96,579.20| $ 98,986.50| $ 102,039.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 96,579.20| $ 98,986.50| $ 102,039.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20020927042 COUNTIES : CLEBURNE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23044 |( ) |( ) |WARE CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 15+00.00 | | | 0020 214A000 379.000 CUYD| 12.00000 4548.00| | Structure Excavation | | | 0030 214B001 105.000 CUYD| 27.00000 2835.00| | Foundation Backfill, Commercial | | | 0040 502A000 35333.000 LB | 0.42000 14839.86| | Steel Reinforcement | | | 0050 524A011 180.000 CUYD| 310.00000 55800.00| | Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 8000.00000 8000.00| | Mobilization | | | 0070 610C001 222.000 TON | 25.00000 5550.00| | Loose Riprap, Class 2 | | | 0080 610D003 133.000 SQYD| 2.25000 299.25| | Filter Blanket, Geotextile | | | 0090 665F000 50.000 EACH| 5.00000 250.00| | Hay Bales | | | 0100 665J000 400.000 LF | 5.25000 2100.00| | Silt Fence, Type A | | | 0110 680A000 LUMP| 2750.00000 2750.00| | Engineering Controls | | | 0120 740B000 302.000 SQFT| 14.00000 4228.00| | Construction Signs | | | 0130 740F002 8.000 EACH| 310.00000 2480.00| | Barricades, Type III | | | 0140 740I005 2.000 EACH| 190.00000 380.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 119,060.11| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 119,060.11| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20020927045 COUNTIES : COLBERT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-1704(201) for constructing the Resurfacing and Traffic Stripe on C.R.#48 from S.R.#157 at White Oak to the Leighton city limits. Length 2.475 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 157,930.34 100.0000% 2 18031 ROGERS GROUP, INC. $ 173,529.49 109.8772% 3 19074 S & M EQUIPMENT CO., INC. $ 179,728.99 113.8027% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20020927045 COUNTIES : COLBERT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 687.000 TON | 12.60000 8656.20| 9.50000 6526.50| 12.00000 8244.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 401B108 31949.000 SQYD| 0.55000 17571.95| 0.90000 28754.10| 0.90000 28754.10 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 959.000 GAL | 0.93000 891.87| 2.00000 1918.00| 1.00000 959.00 Tack Coat | | | 0040 429A221 2522.000 TON | 35.09000 88496.98| 35.00000 88270.00| 37.00000 93314.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429A227 200.000 TON | 36.57000 7314.00| 37.00000 7400.00| 41.00000 8200.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 600A000 LUMP| 931.41000 931.41| 3238.14000 3238.14| 5000.00000 5000.00 Mobilization | | | 0070 630A001 350.000 LF | 19.89000 6961.50| 25.00000 8750.00| 20.48000 7168.00 Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C070 8.000 EACH| 1122.00000 8976.00| 1250.00000 10000.00| 1155.00000 9240.00 Guardrail End Anchor, Type 10 Series | | | 0090 701A031 5.000 MILE| 1173.00000 5865.00| 980.00000 4900.00| 1029.00000 5145.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 2.000 MILE| 999.60000 1999.20| 1150.00000 2300.00| 1207.50000 2415.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 3.000 MILE| 714.00000 2142.00| 700.00000 2100.00| 735.00000 2205.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 5.000 MILE| 357.00000 1785.00| 350.00000 1750.00| 367.50000 1837.50 Broken Temporary Traffic Stripe | | | 0130 701C001 3.000 MILE| 397.80000 1193.40| 390.00000 1170.00| 409.50000 1228.50 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20020927045 COUNTIES : COLBERT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703A002 723.000 SQFT| 1.94000 1402.62| 1.90000 1373.70| 2.00000 1446.00 Traffic Control Markings, Class 2, Type | | | A | | | 0150 703B002 167.000 SQFT| 2.96000 494.32| 2.90000 484.30| 3.05000 509.35 Traffic Control Legends, Class 2, Type | | | 0160 705A032 59.000 EACH| 5.10000 300.90| 5.00000 295.00| 5.25000 309.75 Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 179.000 EACH| 5.36000 959.44| 5.25000 939.75| 5.51000 986.29 Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 255.000 SQFT| 7.77000 1981.35| 12.00000 3060.00| 8.50000 2167.50 Construction Signs | | | 0190 740E000 60.000 EACH| 0.06000 3.60| 3.00000 180.00| 5.00000 300.00 Cones (36 Inches High) | | | 0200 740M001 60.000 EACH| 0.06000 3.60| 2.00000 120.00| 5.00000 300.00 Ballast For Cone | | | SECTION TOTALS | $ 157,930.34| $ 173,529.49| $ 179,728.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 157,930.34| $ 173,529.49| $ 179,728.99 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20020927046 COUNTIES : COLBERT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-1704 (202) for constructing the Resurfacing and Traffic Stripe on C.R.#48 from the Leighton city limits to S.R.#184. Length 3.454 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 261,654.06 100.0000% 2 18031 ROGERS GROUP, INC. $ 268,949.82 102.7883% 3 19074 S & M EQUIPMENT CO., INC. $ 285,465.42 109.1003% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020927046 COUNTIES : COLBERT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 1915.000 TON | 12.60000 24129.00| 9.00000 17235.00| 12.00000 22980.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 401B108 45489.000 SQYD| 0.55000 25018.95| 0.90000 40940.10| 0.80000 36391.20 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 1365.000 GAL | 0.93000 1269.45| 2.00000 2730.00| 0.90000 1228.50 Tack Coat | | | 0040 429A221 3662.000 TON | 35.09000 128499.58| 35.00000 128170.00| 37.00000 135494.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429A227 500.000 TON | 36.57000 18285.00| 37.00000 18500.00| 40.50000 20250.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 429B221 1360.000 TON | 29.18000 39684.80| 26.15000 35564.00| 29.00000 39440.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0070 600A000 LUMP| 931.41000 931.41| 1885.82000 1885.82| 5000.00000 5000.00 Mobilization | | | 0080 701A031 7.000 MILE| 1173.00000 8211.00| 980.00000 6860.00| 1029.00000 7203.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 4.000 MILE| 999.60000 3998.40| 1150.00000 4600.00| 1207.50000 4830.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 3.000 MILE| 714.00000 2142.00| 700.00000 2100.00| 735.00000 2205.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 6.000 MILE| 357.00000 2142.00| 350.00000 2100.00| 367.50000 2205.00 Broken Temporary Traffic Stripe | | | 0120 701C001 8.000 MILE| 397.80000 3182.40| 390.00000 3120.00| 409.50000 3276.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020927046 COUNTIES : COLBERT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 703A002 345.000 SQFT| 1.94000 669.30| 1.90000 655.50| 2.00000 690.00 Traffic Control Markings, Class 2, Type | | | A | | | 0140 703B002 56.000 SQFT| 2.96000 165.76| 2.90000 162.40| 3.05000 170.80 Traffic Control Legends, Class 2, Type | | | 0150 705A032 74.000 EACH| 5.10000 377.40| 5.00000 370.00| 5.25000 388.50 Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 292.000 EACH| 5.36000 1565.12| 5.25000 1533.00| 5.51000 1608.92 Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 177.000 SQFT| 7.77000 1375.29| 12.00000 2124.00| 8.50000 1504.50 Construction Signs | | | 0180 740E000 60.000 EACH| 0.06000 3.60| 3.00000 180.00| 5.00000 300.00 Cones (36 Inches High) | | | 0190 740M001 60.000 EACH| 0.06000 3.60| 2.00000 120.00| 5.00000 300.00 Ballast For Cone | | | SECTION TOTALS | $ 261,654.06| $ 268,949.82| $ 285,465.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 261,654.06| $ 268,949.82| $ 285,465.42 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20020927047 COUNTIES : COLBERT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1713(200) for constructing the Resurfacing and Traffic Stripe on C.R.#24 from C.R.#61 to C.R.#48 east of Muscle Shoals. Length - 2.986 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 177,251.56 100.0000% 2 18031 ROGERS GROUP, INC. $ 192,199.24 108.4330% 3 19074 S & M EQUIPMENT CO., INC. $ 199,202.11 112.3838% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020927047 COUNTIES : COLBERT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305B060 1656.000 TON | 12.60000 20865.60| 10.00000 16560.00| 12.00000 19872.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 401B108 38547.000 SQYD| 0.55000 21200.85| 1.00000 38547.00| 0.85000 32764.95 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 1157.000 GAL | 0.93000 1076.01| 2.00000 2314.00| 0.90000 1041.30 Tack Coat | | | 0040 429A221 2991.000 TON | 35.09000 104954.19| 35.00000 104685.00| 37.00000 110667.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429A227 200.000 TON | 36.57000 7314.00| 37.00000 7400.00| 41.00000 8200.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 600A000 LUMP| 931.41000 931.41| 1755.74000 1755.74| 5000.00000 5000.00 Mobilization | | | 0070 701A031 6.000 MILE| 1173.00000 7038.00| 980.00000 5880.00| 1029.00000 6174.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0080 701A035 3.000 MILE| 999.60000 2998.80| 1150.00000 3450.00| 1207.50000 3622.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701A045 3.000 MILE| 714.00000 2142.00| 700.00000 2100.00| 735.00000 2205.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701C000 6.000 MILE| 357.00000 2142.00| 350.00000 2100.00| 367.50000 2205.00 Broken Temporary Traffic Stripe | | | 0110 701C001 6.000 MILE| 397.80000 2386.80| 390.00000 2340.00| 409.50000 2457.00 Solid Temporary Traffic Stripe | | | 0120 703A002 498.000 SQFT| 1.94000 966.12| 1.90000 946.20| 2.00000 996.00 Traffic Control Markings, Class 2, Type | | | A | | | 0130 703B002 112.000 SQFT| 2.96000 331.52| 2.90000 324.80| 3.05000 341.60 Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020927047 COUNTIES : COLBERT LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A032 102.000 EACH| 5.10000 520.20| 5.00000 510.00| 5.25000 535.50 Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 226.000 EACH| 5.36000 1211.36| 5.25000 1186.50| 5.51000 1245.26 Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 150.000 SQFT| 7.77000 1165.50| 12.00000 1800.00| 8.50000 1275.00 Construction Signs | | | 0170 740E000 60.000 EACH| 0.06000 3.60| 3.00000 180.00| 5.00000 300.00 Cones (36 Inches High) | | | 0180 740M001 60.000 EACH| 0.06000 3.60| 2.00000 120.00| 5.00000 300.00 Ballast For Cone | | | SECTION TOTALS | $ 177,251.56| $ 192,199.24| $ 199,202.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 177,251.56| $ 192,199.24| $ 199,202.11 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20020927048 COUNTIES : COOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1908(200) for constructing the Resurfacing and Traffic Stripe on C.R.#56 from C.R.#55 to near C.R.#29 in Weogufka. Length - 3.199 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 158,691.37 100.0000% 2 01018 APAC-ALABAMA, INC. $ 204,090.97 128.6087% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020927048 COUNTIES : COOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 1200.000 GAL | 0.80000 960.00| 1.23000 1476.00| Tack Coat | | | 0020 424A341 3088.000 TON | 31.47000 97179.36| 34.90000 107771.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A344 300.000 TON | 32.11000 9633.00| 88.34000 26502.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424A346 750.000 TON | 32.73000 24547.50| 42.93000 32197.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 600A000 LUMP| 4521.27000 4521.27| 10000.00000 10000.00| Mobilization | | | 0060 630A001 250.000 LF | 21.53000 5382.50| 25.20000 6300.00| Steel Beam Guardrail, Class A, Type 2 | | | 0070 630C070 4.000 EACH| 1355.41000 5421.64| 1470.00000 5880.00| Guardrail End Anchor, Type 10 Series | | | 0080 701A004 7.000 MILE| 314.45000 2201.15| 367.50000 2572.50| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0090 701A008 2.000 MILE| 184.33000 368.66| 210.00000 420.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0100 701A012 5.000 MILE| 336.14000 1680.70| 367.50000 1837.50| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701C000 3.000 MILE| 281.92000 845.76| 357.00000 1071.00| Broken Temporary Traffic Stripe | | | 0120 701C001 8.000 MILE| 390.35000 3122.80| 399.00000 3192.00| Solid Temporary Traffic Stripe | | | 0130 703A000 72.000 SQFT| 1.72000 123.84| 1.37000 98.64| Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020927048 COUNTIES : COOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740B000 195.000 SQFT| 8.33000 1624.35| 11.55000 2252.25| Construction Signs | | | 0150 740E000 50.000 EACH| 1.15000 57.50| 14.40000 720.00| Cones (36 Inches High) | | | 0160 740O000 1.000 EACH| 1021.34000 1021.34| 1800.38000 1800.38| Pilot Car | | | SECTION TOTALS | $ 158,691.37| $ 204,090.97| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 158,691.37| $ 204,090.97| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20020927049 COUNTIES : CRENSHAW LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-2111(200) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#6 over Conecuh River relief east of Glenwood. Length - 0.175 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 603,000.00 100.0000% 2 13099 MCINNIS, LLC $ 647,466.25 107.3742% 3 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 650,302.00 107.8444% 4 13092 MCCLAIN CONTRACTING COMPANY, INC. $ 653,083.25 108.3057% 5 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 690,350.12 114.4859% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020927049 COUNTIES : CRENSHAW LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 14005 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |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 201A000 LUMP| 12000.00000 12000.00| 25000.00000 25000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 32000.00000 32000.00| 40000.00000 40000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 16+97.82 | | | 0030 210A000 251.000 CUYD| 2.60000 652.60| 8.00000 2008.00| 5.00000 1255.00 Unclassified Excavation | | | 0040 210D021 2265.000 CUYD| 7.00000 15855.00| 7.25000 16421.25| 7.00000 15855.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 230A000 7.000 RBST| 250.00000 1750.00| 635.00000 4445.00| 200.00000 1400.00 Roadbed Processing | | | 0060 301A072 3082.000 SQYD| 2.75000 8475.50| 3.30000 10170.60| 4.50000 13869.00 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0070 401A000 1792.000 SQYD| 0.45000 806.40| 0.45000 806.40| 0.75000 1344.00 Bituminous Treatment A | | | 0080 405A000 55.000 GAL | 1.00000 55.00| 1.00000 55.00| 8.00000 440.00 Tack Coat | | | 0090 429A021 130.000 TON | 72.60000 9438.00| 72.60000 9438.00| 75.00000 9750.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 502A000 344.000 LB | 2.50000 860.00| 3.00000 1032.00| 1.00000 344.00 Steel Reinforcement | | | 0110 505M002 2280.000 LF | 21.00000 47880.00| 24.00000 54720.00| 24.00000 54720.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0120 507A000 2.000 EACH| 2000.00000 4000.00| 2500.00000 5000.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0130 510A000 43.000 CUYD| 800.00000 34400.00| 400.00000 17200.00| 400.00000 17200.00 Bridge Substructure Concrete, Class A | | | 0140 511A000 96.000 EACH| 50.00000 4800.00| 65.00000 6240.00| 125.00000 12000.00 Elastomeric Bearings, Type 1 | | | 0150 512A010 4.000 EACH| 3000.00000 12000.00| 2500.00000 10000.00| 3000.00000 12000.00 Precast Concrete Abutment Caps, 2'-0'' | | | WIDE BY 1' -8 1/8'' DEEP BY | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020927049 COUNTIES : CRENSHAW LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 14005 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512B014 12.000 EACH| 3100.00000 37200.00| 2500.00000 30000.00| 2900.00000 34800.00 Precast Concrete Intermediate Bent Caps | | | 2' -0" WIDE BY 1'-8 11/64" DEEP BY | | | 0170 512C017 49.000 EACH| 3200.00000 156800.00| 4015.00000 196735.00| 3800.00000 186200.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512C025 14.000 EACH| 3500.00000 49000.00| 3600.00000 50400.00| 4000.00000 56000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0190 512D025 10.000 EACH| 2900.00000 29000.00| 3400.00000 34000.00| 3600.00000 36000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0200 512D030 4.000 EACH| 3200.00000 12800.00| 3300.00000 13200.00| 3700.00000 14800.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0210 512E006 4.000 EACH| 570.00000 2280.00| 300.00000 1200.00| 600.00000 2400.00 Precast Concrete Abutment Panels, Type | | | A1 (Modified) | | | 0220 512E008 6.000 EACH| 750.00000 4500.00| 500.00000 3000.00| 800.00000 4800.00 Precast Concrete Abutment Panels, Type | | | A3 (Modified) | | | 0230 512E009 8.000 EACH| 570.00000 4560.00| 250.00000 2000.00| 700.00000 5600.00 Precast Concrete Abutment Panels, Type | | | A1, 6'-1" Long | | | 0240 512E013 12.000 EACH| 750.00000 9000.00| 300.00000 3600.00| 700.00000 8400.00 Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0250 512F000 4.000 EACH| 1000.00000 4000.00| 250.00000 1000.00| 800.00000 3200.00 Precast Concrete Wing Panels, Type W1 | | | 0260 512F002 6.000 EACH| 1500.00000 9000.00| 600.00000 3600.00| 1000.00000 6000.00 Precast Concrete Wing Panels, Type W3 | | | 0270 512G000 4.000 EACH| 750.00000 3000.00| 500.00000 2000.00| 900.00000 3600.00 Precast Concrete Abutment Wing Cap Pane | | | 0280 600A000 LUMP| 51100.12000 51100.12| 53000.00000 53000.00| 35000.00000 35000.00 Mobilization | | | 0290 610C001 800.000 TON | 24.50000 19600.00| 28.00000 22400.00| 30.00000 24000.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020927049 COUNTIES : CRENSHAW LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 14005 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 610D003 880.000 SQYD| 2.00000 1760.00| 4.00000 3520.00| 3.00000 2640.00 Filter Blanket, Geotextile | | | 0310 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0320 630C070 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| 1275.00000 5100.00 Guardrail End Anchor, Type 10 Series | | | 0330 650A000 25.000 CUYD| 15.00000 375.00| 10.00000 250.00| 15.00000 375.00 Topsoil | | | 0340 652A061 1.000 ACRE| 600.00000 600.00| 600.00000 600.00| 500.00000 500.00 Seeding (Mix 3E) | | | 0350 656A000 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Mulching, Class A, Type 1 | | | 0360 665F000 60.000 EACH| 4.95000 297.00| 6.00000 360.00| 3.00000 180.00 Hay Bales | | | 0370 665J000 400.000 LF | 3.50000 1400.00| 4.00000 1600.00| 3.00000 1200.00 Silt Fence, Type A | | | 0380 680A000 LUMP| 7700.00000 7700.00| 7500.00000 7500.00| 5000.00000 5000.00 Engineering Controls | | | 0390 701A004 1.000 MILE| 297.00000 297.00| 500.00000 500.00| 300.00000 300.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701A008 1.000 MILE| 287.00000 287.00| 500.00000 500.00| 300.00000 300.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 701A012 1.000 MILE| 321.88000 321.88| 500.00000 500.00| 300.00000 300.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0420 740B000 262.000 SQFT| 7.25000 1899.50| 7.50000 1965.00| 15.00000 3930.00 Construction Signs | | | 0430 740F002 8.000 EACH| 230.00000 1840.00| 200.00000 1600.00| 400.00000 3200.00 Barricades, Type III | | | 0440 740I005 2.000 EACH| 255.00000 510.00| 500.00000 1000.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 603,000.00| $ 647,466.25| $ 650,302.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 603,000.00| $ 647,466.25| $ 650,302.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 049 -5 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020927049 COUNTIES : CRENSHAW LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13092 |( 5 ) 03001 |( ) |MCCLAIN CONTRACTING COMPANY |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 10000.00000 10000.00| 18000.00000 18000.00| Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| Removal Of Old Bridge, Station 16+97.82 | | | 0030 210A000 251.000 CUYD| 3.00000 753.00| 2.60000 652.60| Unclassified Excavation | | | 0040 210D021 2265.000 CUYD| 8.25000 18686.25| 7.00000 15855.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 230A000 7.000 RBST| 375.00000 2625.00| 250.00000 1750.00| Roadbed Processing | | | 0060 301A072 3082.000 SQYD| 7.00000 21574.00| 2.75000 8475.50| Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0070 401A000 1792.000 SQYD| 1.00000 1792.00| 0.45000 806.40| Bituminous Treatment A | | | 0080 405A000 55.000 GAL | 1.00000 55.00| 1.00000 55.00| Tack Coat | | | 0090 429A021 130.000 TON | 120.00000 15600.00| 72.60000 9438.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 502A000 344.000 LB | 1.00000 344.00| 2.00000 688.00| Steel Reinforcement | | | 0110 505M002 2280.000 LF | 30.00000 68400.00| 27.75000 63270.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0120 507A000 2.000 EACH| 1500.00000 3000.00| 3100.00000 6200.00| Wire Rope Abutment Anchor Assembly | | | 0130 510A000 43.000 CUYD| 425.00000 18275.00| 645.00000 27735.00| Bridge Substructure Concrete, Class A | | | 0140 511A000 96.000 EACH| 65.00000 6240.00| 72.25000 6936.00| Elastomeric Bearings, Type 1 | | | 0150 512A010 4.000 EACH| 2200.00000 8800.00| 3720.00000 14880.00| Precast Concrete Abutment Caps, 2'-0'' | | | WIDE BY 1' -8 1/8'' DEEP BY | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 049 -6 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020927049 COUNTIES : CRENSHAW LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13092 |( 5 ) 03001 |( ) |MCCLAIN CONTRACTING COMPANY |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512B014 12.000 EACH| 2350.00000 28200.00| 3600.00000 43200.00| Precast Concrete Intermediate Bent Caps | | | 2' -0" WIDE BY 1'-8 11/64" DEEP BY | | | 0170 512C017 49.000 EACH| 4100.00000 200900.00| 3800.00000 186200.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512C025 14.000 EACH| 4675.00000 65450.00| 4300.00000 60200.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0190 512D025 10.000 EACH| 4075.00000 40750.00| 3925.00000 39250.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0200 512D030 4.000 EACH| 4050.00000 16200.00| 3900.00000 15600.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0210 512E006 4.000 EACH| 325.00000 1300.00| 450.00000 1800.00| Precast Concrete Abutment Panels, Type | | | A1 (Modified) | | | 0220 512E008 6.000 EACH| 450.00000 2700.00| 550.00000 3300.00| Precast Concrete Abutment Panels, Type | | | A3 (Modified) | | | 0230 512E009 8.000 EACH| 275.00000 2200.00| 370.00000 2960.00| Precast Concrete Abutment Panels, Type | | | A1, 6'-1" Long | | | 0240 512E013 12.000 EACH| 400.00000 4800.00| 460.00000 5520.00| Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0250 512F000 4.000 EACH| 420.00000 1680.00| 550.00000 2200.00| Precast Concrete Wing Panels, Type W1 | | | 0260 512F002 6.000 EACH| 700.00000 4200.00| 770.00000 4620.00| Precast Concrete Wing Panels, Type W3 | | | 0270 512G000 4.000 EACH| 450.00000 1800.00| 750.00000 3000.00| Precast Concrete Abutment Wing Cap Pane | | | 0280 600A000 LUMP| 30000.00000 30000.00| 70578.84000 70578.84| Mobilization | | | 0290 610C001 800.000 TON | 30.00000 24000.00| 24.50000 19600.00| Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 049 -7 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20020927049 COUNTIES : CRENSHAW LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13092 |( 5 ) 03001 |( ) |MCCLAIN CONTRACTING COMPANY |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 610D003 880.000 SQYD| 4.50000 3960.00| 2.00000 1760.00| Filter Blanket, Geotextile | | | 0310 630C003 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| Guardrail End Anchor, Type 13 | | | 0320 630C070 4.000 EACH| 1275.00000 5100.00| 1150.00000 4600.00| Guardrail End Anchor, Type 10 Series | | | 0330 650A000 25.000 CUYD| 15.00000 375.00| 15.00000 375.00| Topsoil | | | 0340 652A061 1.000 ACRE| 1500.00000 1500.00| 500.00000 500.00| Seeding (Mix 3E) | | | 0350 656A000 1.000 ACRE| 1500.00000 1500.00| 500.00000 500.00| Mulching, Class A, Type 1 | | | 0360 665F000 60.000 EACH| 3.00000 180.00| 5.00000 300.00| Hay Bales | | | 0370 665J000 400.000 LF | 4.00000 1600.00| 5.00000 2000.00| Silt Fence, Type A | | | 0380 680A000 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| Engineering Controls | | | 0390 701A004 1.000 MILE| 800.00000 800.00| 297.00000 297.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701A008 1.000 MILE| 800.00000 800.00| 287.00000 287.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 701A012 1.000 MILE| 800.00000 800.00| 321.88000 321.88| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0420 740B000 262.000 SQFT| 12.00000 3144.00| 7.95000 2082.90| Construction Signs | | | 0430 740F002 8.000 EACH| 450.00000 3600.00| 212.00000 1696.00| Barricades, Type III | | | 0440 740I005 2.000 EACH| 300.00000 600.00| 530.00000 1060.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 653,083.25| $ 690,350.12| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 653,083.25| $ 690,350.12| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20020927050 COUNTIES : ELMORE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-2600(202) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#129 from C.R.#4 to C.R.#8 east of Wetumpka. Length - 4.124 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 233,332.85 100.0000% 2 01018 APAC-ALABAMA, INC. $ 234,801.60 100.6295% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 242,611.78 103.9767% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 278,947.82 119.5493% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020927050 COUNTIES : ELMORE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01018 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D001 2150.000 CUYD| 5.45000 11717.50| 8.35000 17952.50| 3.00000 6450.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 405A000 4000.000 GAL | 0.60000 2400.00| 0.74000 2960.00| 1.00000 4000.00 Tack Coat | | | 0030 429A201 3825.000 TON | 26.75000 102318.75| 26.70000 102127.50| 29.45000 112646.25 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 2000.000 TON | 28.25000 56500.00| 27.65000 55300.00| 26.10000 52200.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429B213 850.000 TON | 32.25000 27412.50| 28.80000 24480.00| 29.45000 25032.50 Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 7500.00000 7500.00| 5500.00000 5500.00| 17000.00000 17000.00 Mobilization | | | 0070 652A056 4.000 ACRE| 450.00000 1800.00| 550.00000 2200.00| 445.50000 1782.00 Seeding (Mix 2E) | | | 0080 656A000 4.000 ACRE| 450.00000 1800.00| 500.00000 2000.00| 396.00000 1584.00 Mulching, Class A, Type 1 | | | 0090 701A030 9.000 MILE| 590.00000 5310.00| 590.00000 5310.00| 587.05000 5283.45 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0100 701A034 7.000 MILE| 590.00000 4130.00| 590.00000 4130.00| 587.05000 4109.35 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0110 701A044 2.000 MILE| 290.00000 580.00| 290.00000 580.00| 288.55000 577.10 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0120 701C000 4.000 MILE| 280.00000 1120.00| 280.00000 1120.00| 278.60000 1114.40 Broken Temporary Traffic Stripe | | | 0130 701C001 14.000 MILE| 320.00000 4480.00| 320.00000 4480.00| 318.40000 4457.60 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020927050 COUNTIES : ELMORE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01018 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703A004 612.000 SQFT| 1.80000 1101.60| 1.80000 1101.60| 1.79000 1095.48 Traffic Control Markings, Class 2T, | | | Type A | | | 0150 705A032 100.000 EACH| 4.70000 470.00| 4.70000 470.00| 4.68000 468.00 Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 500.000 EACH| 4.90000 2450.00| 4.90000 2450.00| 4.88000 2440.00 Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 205.000 SQFT| 8.50000 1742.50| 8.00000 1640.00| 9.13000 1871.65 Construction Signs | | | 0180 740O000 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 Pilot Car | | | SECTION TOTALS | $ 233,332.85| $ 234,801.60| $ 242,611.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 233,332.85| $ 234,801.60| $ 242,611.78 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 050 -4 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020927050 COUNTIES : ELMORE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D001 2150.000 CUYD| 8.49000 18253.50| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 405A000 4000.000 GAL | 0.86000 3440.00| | Tack Coat | | | 0030 429A201 3825.000 TON | 32.78000 125383.50| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 2000.000 TON | 35.19000 70380.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429B213 850.000 TON | 32.54000 27659.00| | Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 5055.90000 5055.90| | Mobilization | | | 0070 652A056 4.000 ACRE| 487.76000 1951.04| | Seeding (Mix 2E) | | | 0080 656A000 4.000 ACRE| 433.56000 1734.24| | Mulching, Class A, Type 1 | | | 0090 701A030 9.000 MILE| 639.50000 5755.50| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0100 701A034 7.000 MILE| 639.50000 4476.50| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0110 701A044 2.000 MILE| 314.32000 628.64| | Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0120 701C000 4.000 MILE| 303.49000 1213.96| | Broken Temporary Traffic Stripe | | | 0130 701C001 14.000 MILE| 346.84000 4855.76| | Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 050 -5 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20020927050 COUNTIES : ELMORE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703A004 612.000 SQFT| 1.94000 1187.28| | Traffic Control Markings, Class 2T, | | | Type A | | | 0150 705A032 100.000 EACH| 5.09000 509.00| | Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 500.000 EACH| 5.31000 2655.00| | Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 205.000 SQFT| 8.62000 1767.10| | Construction Signs | | | 0180 740O000 1.000 EACH| 2041.90000 2041.90| | Pilot Car | | | SECTION TOTALS | $ 278,947.82| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,947.82| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20020927051 COUNTIES : ESCAMBIA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-2713(200) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#43 over Boler Mill Creek south of Teddy. Length - 0.010 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 97,759.08 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 103,144.40 105.5088% 3 23072 WOODLANDS SPECIALISTS, INC. $ 105,874.00 108.3009% 4 04009 W. W. DYAR & SONS, INC. $ 106,665.78 109.1109% 5 18005 GRADY RALLS & SONS, INC. $ 113,340.00 115.9381% 6 23073 WALTERS CONSTRUCTION, L.L.C. $ 114,800.00 117.4315% 7 12019 LEVERETT CONSTRUCTION COMPANY $ 118,387.00 121.1008% 8 20021 C. THORNTON, INC. $ 126,954.00 129.8642% 9 19058 S. J. & L., INC. $ 141,831.50 145.0827% 10 07050 GULF EQUIPMENT CORPORATION $ 143,292.20 146.5769% 11 23029 J. S. WALTON & COMPANY, INC. $ 165,342.67 169.1328% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20020927051 COUNTIES : ESCAMBIA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 02032 |( 3 ) 23072 |H & L CONSTRUCTION, INC. |BULLARD EXCAVATING, INC. |WOODLANDS SPECIALISTS, 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| 8000.00000 8000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 5+00 | | | 0020 214A000 339.000 CUYD| 5.00000 1695.00| 5.00000 1695.00| 8.00000 2712.00 Structure Excavation | | | 0030 214B001 218.000 CUYD| 40.00000 8720.00| 32.00000 6976.00| 26.00000 5668.00 Foundation Backfill, Commercial | | | 0040 502A000 31996.000 LB | 0.48000 15358.08| 0.40000 12798.40| 0.50000 15998.00 Steel Reinforcement | | | 0050 524A011 176.000 CUYD| 330.00000 58080.00| 320.00000 56320.00| 260.00000 45760.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 2500.00000 2500.00| 8000.00000 8000.00| 10000.00000 10000.00 Mobilization | | | 0070 610C001 76.000 TON | 30.00000 2280.00| 30.00000 2280.00| 25.00000 1900.00 Loose Riprap, Class 2 | | | 0080 610D003 66.000 SQYD| 2.50000 165.00| 2.50000 165.00| 2.00000 132.00 Filter Blanket, Geotextile | | | 0090 665F000 50.000 EACH| 3.50000 175.00| 6.00000 300.00| 5.00000 250.00 Hay Bales | | | 0100 665J000 300.000 LF | 3.00000 900.00| 3.00000 900.00| 3.50000 1050.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 500.00000 500.00| 2500.00000 2500.00| 2000.00000 2000.00 Engineering Controls | | | 0120 740B000 262.000 SQFT| 8.00000 2096.00| 5.00000 1310.00| 12.00000 3144.00 Construction Signs | | | 0130 740F002 8.000 EACH| 215.00000 1720.00| 175.00000 1400.00| 260.00000 2080.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 535.00000 1070.00| 250.00000 500.00| 90.00000 180.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 97,759.08| $ 103,144.40| $ 105,874.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 97,759.08| $ 103,144.40| $ 105,874.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20020927051 COUNTIES : ESCAMBIA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 18005 |( 6 ) 23073 |W. W. DYAR & SONS, INC. |GRADY RALLS & SONS, INC. |WALTERS CONSTRUCTION, 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| 7100.00000 7100.00| 5000.00000 5000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 5+00 | | | 0020 214A000 339.000 CUYD| 6.60000 2237.40| 6.00000 2034.00| 10.00000 3390.00 Structure Excavation | | | 0030 214B001 218.000 CUYD| 26.40000 5755.20| 35.00000 7630.00| 45.00000 9810.00 Foundation Backfill, Commercial | | | 0040 502A000 31996.000 LB | 0.53000 16957.88| 0.50000 15998.00| 0.50000 15998.00 Steel Reinforcement | | | 0050 524A011 176.000 CUYD| 308.00000 54208.00| 360.00000 63360.00| 295.00000 51920.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 9000.00000 9000.00| 7500.00000 7500.00| 10000.00000 10000.00 Mobilization | | | 0070 610C001 76.000 TON | 30.80000 2340.80| 40.00000 3040.00| 40.00000 3040.00 Loose Riprap, Class 2 | | | 0080 610D003 66.000 SQYD| 5.25000 346.50| 3.00000 198.00| 7.00000 462.00 Filter Blanket, Geotextile | | | 0090 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 7.00000 350.00 Hay Bales | | | 0100 665J000 300.000 LF | 4.00000 1200.00| 4.00000 1200.00| 4.00000 1200.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 2550.00000 2550.00| 500.00000 500.00| 1000.00000 1000.00 Engineering Controls | | | 0120 740B000 262.000 SQFT| 10.00000 2620.00| 15.00000 3930.00| 15.00000 3930.00 Construction Signs | | | 0130 740F002 8.000 EACH| 225.00000 1800.00| 300.00000 2400.00| 400.00000 3200.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 250.00000 500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 106,665.78| $ 113,340.00| $ 114,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 106,665.78| $ 113,340.00| $ 114,800.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20020927051 COUNTIES : ESCAMBIA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 12019 |( 8 ) 20021 |( 9 ) 19058 |LEVERETT CONSTRUCTION COMPA |C. THORNTON, INC. |S. J. & L., 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| 15000.00000 15000.00| 3300.00000 3300.00 Removal Of Old Bridge, Station 5+00 | | | 0020 214A000 339.000 CUYD| 5.00000 1695.00| 6.00000 2034.00| 16.50000 5593.50 Structure Excavation | | | 0030 214B001 218.000 CUYD| 30.00000 6540.00| 40.00000 8720.00| 42.00000 9156.00 Foundation Backfill, Commercial | | | 0040 502A000 31996.000 LB | 0.50000 15998.00| 0.50000 15998.00| 0.70000 22397.20 Steel Reinforcement | | | 0050 524A011 176.000 CUYD| 466.00000 82016.00| 365.00000 64240.00| 451.00000 79376.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 2000.00000 2000.00| 8000.00000 8000.00| 8800.00000 8800.00 Mobilization | | | 0070 610C001 76.000 TON | 28.00000 2128.00| 45.00000 3420.00| 44.00000 3344.00 Loose Riprap, Class 2 | | | 0080 610D003 66.000 SQYD| 4.00000 264.00| 3.00000 198.00| 3.30000 217.80 Filter Blanket, Geotextile | | | 0090 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 6.60000 330.00 Hay Bales | | | 0100 665J000 300.000 LF | 2.50000 750.00| 4.00000 1200.00| 3.30000 990.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 250.00000 250.00| 2000.00000 2000.00| 2200.00000 2200.00 Engineering Controls | | | 0120 740B000 262.000 SQFT| 8.00000 2096.00| 12.00000 3144.00| 11.00000 2882.00 Construction Signs | | | 0130 740F002 8.000 EACH| 150.00000 1200.00| 300.00000 2400.00| 330.00000 2640.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 100.00000 200.00| 175.00000 350.00| 302.50000 605.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 118,387.00| $ 126,954.00| $ 141,831.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 118,387.00| $ 126,954.00| $ 141,831.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 051 -5 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20020927051 COUNTIES : ESCAMBIA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 10 ) 07050 |( 11 ) 23029 |( ) |GULF EQUIPMENT CORPORATION |J. S. WALTON & 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| 22000.00000 22000.00| 19806.15000 19806.15| Removal Of Old Bridge, Station 5+00 | | | 0020 214A000 339.000 CUYD| 7.00000 2373.00| 18.22000 6176.58| Structure Excavation | | | 0030 214B001 218.000 CUYD| 24.00000 5232.00| 61.25000 13352.50| Foundation Backfill, Commercial | | | 0040 502A000 31996.000 LB | 0.70000 22397.20| 0.56000 17917.76| Steel Reinforcement | | | 0050 524A011 176.000 CUYD| 350.00000 61600.00| 353.43000 62203.68| Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 13200.00000 13200.00| 37606.21000 37606.21| Mobilization | | | 0070 610C001 76.000 TON | 50.00000 3800.00| 32.06000 2436.56| Loose Riprap, Class 2 | | | 0080 610D003 66.000 SQYD| 3.00000 198.00| 1.61000 106.26| Filter Blanket, Geotextile | | | 0090 665F000 50.000 EACH| 6.00000 300.00| 4.09000 204.50| Hay Bales | | | 0100 665J000 300.000 LF | 4.00000 1200.00| 5.22000 1566.00| Silt Fence, Type A | | | 0110 680A000 LUMP| 4000.00000 4000.00| 1715.55000 1715.55| Engineering Controls | | | 0120 740B000 262.000 SQFT| 16.00000 4192.00| 6.12000 1603.44| Construction Signs | | | 0130 740F002 8.000 EACH| 300.00000 2400.00| 36.45000 291.60| Barricades, Type III | | | 0140 740I005 2.000 EACH| 200.00000 400.00| 177.94000 355.88| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 143,292.20| $ 165,342.67| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 143,292.20| $ 165,342.67| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20020927052 COUNTIES : FRANKLIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3011(200) for constructing the Bridge Replacements (Bridge Culverts) on C.R.#11 at Bullen Branch north of Red Bay. Length 0.013 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 103,450.80 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 131,701.00 127.3079% 3 19081 SHOTCRETE OF AMERICA $ 134,795.00 130.2987% 4 04009 W. W. DYAR & SONS, INC. $ 137,854.00 133.2556% 5 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 139,010.76 134.3738% 6 19074 S & M EQUIPMENT CO., INC. $ 156,641.80 151.4167% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20020927052 COUNTIES : FRANKLIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07048 |( 3 ) 19081 |TRI-COUNTY CONCRETE CONSTRU |GLASGOW CONSTRUCTION CO., I |SHOTCRETE OF AMERICA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 71+71.76 | | | 0020 206A001 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 3500.00000 3500.00 Removal Of Old Bridge, Station 95+91.28 | | | 0030 214A000 577.000 CUYD| 5.00000 2885.00| 10.00000 5770.00| 8.00000 4616.00 Structure Excavation | | | 0040 214B001 162.000 CUYD| 20.00000 3240.00| 20.00000 3240.00| 18.00000 2916.00 Foundation Backfill, Commercial | | | 0050 502A000 47312.000 LB | 0.40000 18924.80| 0.50000 23656.00| 0.50000 23656.00 Steel Reinforcement | | | 0060 524A011 277.000 CUYD| 225.00000 62325.00| 290.00000 80330.00| 285.00000 78945.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 4000.00000 4000.00 Mobilization | | | 0080 610C001 142.000 TON | 20.00000 2840.00| 30.00000 4260.00| 22.00000 3124.00 Loose Riprap, Class 2 | | | 0090 610D000 114.000 SQYD| 4.00000 456.00| 2.50000 285.00| 3.00000 342.00 Filter Blanket | | | 0100 665F000 100.000 EACH| 4.00000 400.00| 5.00000 500.00| 4.00000 400.00 Hay Bales | | | 0110 665J000 480.000 LF | 5.00000 2400.00| 7.00000 3360.00| 4.00000 1920.00 Silt Fence, Type A | | | 0120 680A000 LUMP| 500.00000 500.00| 1000.00000 1000.00| 3000.00000 3000.00 Engineering Controls | | | 0130 740B000 198.000 SQFT| 10.00000 1980.00| 10.00000 1980.00| 12.00000 2376.00 Construction Signs | | | 0140 740F002 8.000 EACH| 200.00000 1600.00| 250.00000 2000.00| 300.00000 2400.00 Barricades, Type III | | | 0150 740I005 4.000 EACH| 225.00000 900.00| 80.00000 320.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 103,450.80| $ 131,701.00| $ 134,795.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 103,450.80| $ 131,701.00| $ 134,795.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20020927052 COUNTIES : FRANKLIN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 18036 |( 6 ) 19074 |W. W. DYAR & SONS, INC. |RILEY BRIDGE & ENGINEERING |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| 2000.00000 2000.00| 2400.00000 2400.00| 3500.00000 3500.00 Removal Of Old Bridge, Station 71+71.76 | | | 0020 206A001 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 3500.00000 3500.00 Removal Of Old Bridge, Station 95+91.28 | | | 0030 214A000 577.000 CUYD| 8.00000 4616.00| 7.50000 4327.50| 15.00000 8655.00 Structure Excavation | | | 0040 214B001 162.000 CUYD| 28.00000 4536.00| 20.00000 3240.00| 20.00000 3240.00 Foundation Backfill, Commercial | | | 0050 502A000 47312.000 LB | 0.50000 23656.00| 0.46000 21763.52| 0.65000 30752.80 Steel Reinforcement | | | 0060 524A011 277.000 CUYD| 290.00000 80330.00| 295.00000 81715.00| 285.00000 78945.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 7800.00000 7800.00| 9028.74000 9028.74| 10000.00000 10000.00 Mobilization | | | 0080 610C001 142.000 TON | 30.00000 4260.00| 18.00000 2556.00| 15.00000 2130.00 Loose Riprap, Class 2 | | | 0090 610D000 114.000 SQYD| 4.00000 456.00| 3.00000 342.00| 2.00000 228.00 Filter Blanket | | | 0100 665F000 100.000 EACH| 4.00000 400.00| 5.00000 500.00| 5.00000 500.00 Hay Bales | | | 0110 665J000 480.000 LF | 4.00000 1920.00| 4.50000 2160.00| 4.00000 1920.00 Silt Fence, Type A | | | 0120 680A000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 9000.00000 9000.00 Engineering Controls | | | 0130 740B000 198.000 SQFT| 10.00000 1980.00| 11.00000 2178.00| 8.50000 1683.00 Construction Signs | | | 0140 740F002 8.000 EACH| 225.00000 1800.00| 400.00000 3200.00| 276.00000 2208.00 Barricades, Type III | | | 0150 740I005 4.000 EACH| 150.00000 600.00| 400.00000 1600.00| 95.00000 380.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 137,854.00| $ 139,010.76| $ 156,641.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 137,854.00| $ 139,010.76| $ 156,641.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20020927054 COUNTIES : JACKSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3600(206) for constructing the Bridge Replacement and Approaches on C.R.#83 at Bryant Creek southeast of Pisgah. Length 0.156 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 578,969.30 100.0000% 2 19037 SIMPSON BRIDGE COMPANY, INC. $ 616,850.95 106.5429% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20020927054 COUNTIES : JACKSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 19037 |( ) |MILLER & MILLER, INC. |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 10000.00000 10000.00| 22600.00000 22600.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 39700.00000 39700.00| Removal Of Old Bridge, Station 21+15.85 | | | 0030 210A000 1624.000 CUYD| 7.60000 12342.40| 12.36000 20072.64| Unclassified Excavation | | | 0040 210D000 558.000 CUYD| 9.05000 5049.90| 12.36000 6896.88| Borrow Excavation | | | 0050 230A000 8.000 RBST| 400.00000 3200.00| 515.00000 4120.00| Roadbed Processing | | | 0060 301A012 1818.000 SQYD| 4.90000 8908.20| 5.15000 9362.70| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 1651.000 SQYD| 2.40000 3962.40| 0.78000 1287.78| Bituminous Treatment A | | | 0080 405A000 50.000 GAL | 3.75000 187.50| 2.00000 100.00| Tack Coat | | | 0090 429A200 92.000 TON | 61.60000 5667.20| 56.65000 5211.80| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 429B201 207.000 TON | 57.40000 11881.80| 51.50000 10660.50| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0110 502A000 27350.000 LB | 0.60000 16410.00| 0.50000 13675.00| Steel Reinforcement | | | 0120 502B000 LUMP| 21500.00000 21500.00| 19000.00000 19000.00| Steel Reinforcement For Bridge | | | Superstructure, , STA. 20+87.00 APPROX. | | | 26419 LBS | | | 0130 506A008 17.000 LF | 265.00000 4505.00| 258.00000 4386.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0140 506B003 64.000 LF | 1075.00000 68800.00| 1050.00000 67200.00| Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20020927054 COUNTIES : JACKSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 19037 |( ) |MILLER & MILLER, INC. |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506C042 98.000 LF | 37.25000 3650.50| 207.00000 20286.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0160 506F008 17.000 LF | 106.30000 1807.10| 103.00000 1751.00| Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0170 506G002 8.000 EACH| 500.00000 4000.00| 515.00000 4120.00| Crosshole Sonic Logging, 4'-0" Diameter | | | 0180 508A000 4883.000 LB | 2.00000 9766.00| 2.20000 10742.60| Structural Steel | | | 0190 510A000 94.000 CUYD| 600.00000 56400.00| 443.00000 41642.00| Bridge Substructure Concrete, Class A | | | 0200 510C001 LUMP| 88700.00000 88700.00| 85800.00000 85800.00| Bridge Concrete Superstructure STA. | | | 20+87.00 APPROX. 124 CU. YDS. | | | 0210 510E000 368.000 SQYD| 5.40000 1987.20| 4.20000 1545.60| Grooving Concrete Bridge Decks | | | 0220 511A001 16.000 EACH| 195.00000 3120.00| 210.00000 3360.00| Elastomeric Bearings, Type 2 | | | 0230 511A004 8.000 EACH| 800.00000 6400.00| 490.00000 3920.00| Elastomeric Bearings, Type 4 | | | 0240 513B003 310.000 LF | 70.00000 21700.00| 53.50000 16585.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0250 513B004 238.000 LF | 120.00000 28560.00| 89.50000 21301.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0260 535B011 68.000 LF | 42.00000 2856.00| 56.65000 3852.20| 22" Span, 14" Rise Side Drain Pipe | | | 0270 600A000 LUMP| 67700.00000 67700.00| 66800.00000 66800.00| Mobilization | | | 0280 610C001 2920.000 TON | 13.00000 37960.00| 20.25000 59130.00| Loose Riprap, Class 2 | | | 0290 610D000 2384.000 SQYD| 1.20000 2860.80| 4.00000 9536.00| Filter Blanket | | | 0300 619B141 2.000 EACH| 1000.00000 2000.00| 825.00000 1650.00| 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 054 -4 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20020927054 COUNTIES : JACKSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 19037 |( ) |MILLER & MILLER, INC. |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 630C003 4.000 EACH| 1000.00000 4000.00| 1130.00000 4520.00| Guardrail End Anchor, Type 13 | | | 0320 630C070 4.000 EACH| 1550.00000 6200.00| 1290.00000 5160.00| Guardrail End Anchor, Type 10 Series | | | 0330 650B000 455.000 CUYD| 8.50000 3867.50| 5.15000 2343.25| Topsoil From Stockpiles | | | 0340 652A053 1.000 ACRE| 2130.00000 2130.00| 725.00000 725.00| Seeding (Mix 1E) | | | 0350 656A001 1.000 ACRE| 2130.00000 2130.00| 825.00000 825.00| Mulching, Class A, Type 2 | | | 0360 665F000 110.000 EACH| 9.00000 990.00| 6.30000 693.00| Hay Bales | | | 0370 665I000 40.000 TON | 30.00000 1200.00| 30.00000 1200.00| Temporary Riprap, Class 2 | | | 0380 665J000 1607.000 LF | 2.40000 3856.80| 4.75000 7633.25| Silt Fence, Type A | | | 0390 665K000 24.000 CUYD| 10.00000 240.00| 25.00000 600.00| Drainage Sump Excavation | | | 0400 680A000 LUMP| 12000.00000 12000.00| 11500.00000 11500.00| Engineering Controls | | | 0410 701A004 1.000 MILE| 650.00000 650.00| 670.00000 670.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0420 701A012 1.000 MILE| 650.00000 650.00| 670.00000 670.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0430 740B000 237.000 SQFT| 9.00000 2133.00| 7.75000 1836.75| Construction Signs | | | 0440 740F002 8.000 EACH| 155.00000 1240.00| 160.00000 1280.00| Barricades, Type III | | | 0450 740I005 4.000 EACH| 200.00000 800.00| 225.00000 900.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 578,969.30| $ 616,850.95| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 578,969.30| $ 616,850.95| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20020927055 COUNTIES : JACKSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-3605(200) for constructing the Resurfacing and Traffic Stripe on C.R.#59 from C.R.#16 east of Dutton to the Dekalb County line. Length 1.999 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 159,996.22 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20020927055 COUNTIES : JACKSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 19037 |( ) |JACKSON PAVING & CONSTRUCTI |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 250.000 CUYD| 11.40000 2850.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 401B106 4693.000 SQYD| 2.94000 13797.42| | Bituminous Treatment JG (With Polymer | | | Additive) | | | 0030 405A000 800.000 GAL | 1.25000 1000.00| | Tack Coat | | | 0040 429A201 1848.000 TON | 37.60000 69484.80| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429B209 200.000 TON | 41.85000 8370.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429C205 200.000 TON | 52.00000 10400.00| | Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 429C211 200.000 TON | 42.35000 8470.00| | Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0080 430B014 800.000 TON | 14.65000 11720.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0090 600A000 LUMP| 10679.00000 10679.00| | Mobilization | | | 0100 630A001 230.000 LF | 21.00000 4830.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 1250.00000 5000.00| | Guardrail End Anchor, Type 20 Series | | | 0120 701A031 4.000 MILE| 950.00000 3800.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20020927055 COUNTIES : JACKSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 19037 |( ) |JACKSON PAVING & CONSTRUCTI |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A035 2.000 MILE| 1100.00000 2200.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701A045 1.000 MILE| 600.00000 600.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701C000 1.000 MILE| 340.00000 340.00| | Broken Temporary Traffic Stripe | | | 0160 701C001 2.000 MILE| 350.00000 700.00| | Solid Temporary Traffic Stripe | | | 0170 703A002 160.000 SQFT| 2.00000 320.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0180 705A032 66.000 EACH| 5.00000 330.00| | Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 198.000 EACH| 5.00000 990.00| | Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 260.000 SQFT| 12.75000 3315.00| | Construction Signs | | | 0210 740E000 100.000 EACH| 4.00000 400.00| | Cones (36 Inches High) | | | 0220 740M001 100.000 EACH| 4.00000 400.00| | Ballast For Cone | | | SECTION TOTALS | $ 159,996.22| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 159,996.22| $ 616,850.95| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20020927056 COUNTIES : JACKSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-3612(200) for constructing the Resurfacing and Traffic Stripe on C.R.#58 from S.R.#71 to C.R.#60 in Pisgah. Length 3.029 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 257,757.29 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020927056 COUNTIES : JACKSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 19037 |( ) |JACKSON PAVING & CONSTRUCTI |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 40889.000 SQYD| 0.61040 24958.65| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 401B106 15752.000 SQYD| 1.67000 26305.84| | Bituminous Treatment JG (With Polymer | | | Additive) | | | 0030 405A000 1200.000 GAL | 1.25000 1500.00| | Tack Coat | | | 0040 429A221 3080.000 TON | 37.65000 115962.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429C226 400.000 TON | 40.25000 16100.00| | Improved Bituminous Concrete Base Layer | | | Leveling, 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0060 430B014 2500.000 TON | 14.10000 35250.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0070 600A000 LUMP| 14985.00000 14985.00| | Mobilization | | | 0080 701A031 6.000 MILE| 950.00000 5700.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 5.000 MILE| 1075.00000 5375.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 1.000 MILE| 600.00000 600.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 2.000 MILE| 320.00000 640.00| | Broken Temporary Traffic Stripe | | | 0120 701C001 10.000 MILE| 340.00000 3400.00| | Solid Temporary Traffic Stripe | | | 0130 703A002 250.000 SQFT| 2.00000 500.00| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20020927056 COUNTIES : JACKSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 19037 |( ) |JACKSON PAVING & CONSTRUCTI |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A032 66.000 EACH| 4.90000 323.40| | Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 396.000 EACH| 4.90000 1940.40| | Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 268.000 SQFT| 12.75000 3417.00| | Construction Signs | | | 0170 740E000 100.000 EACH| 4.00000 400.00| | Cones (36 Inches High) | | | 0180 740M001 100.000 EACH| 4.00000 400.00| | Ballast For Cone | | | SECTION TOTALS | $ 257,757.29| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 257,757.29| $ 616,850.95| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20020927057 COUNTIES : LEE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4100(205) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#044 at Watula Creek east of Whatley Crossroad. Length 0.201 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 413,713.20 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 429,751.53 103.8767% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 512,590.96 123.9001% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20020927057 COUNTIES : LEE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 19007 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately .1 | | | Acre) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 120+02.8 | | | 0030 210A000 2171.000 CUYD| 8.00000 17368.00| 5.50000 11940.50| 6.00000 13026.00 Unclassified Excavation | | | 0040 210D001 4930.000 CUYD| 10.00000 49300.00| 10.00000 49300.00| 8.00000 39440.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 230A000 10.000 RBST| 800.00000 8000.00| 290.00000 2900.00| 400.00000 4000.00 Roadbed Processing | | | 0060 301A012 2320.000 SQYD| 7.50000 17400.00| 2.50000 5800.00| 6.00000 13920.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 2320.000 SQYD| 1.50000 3480.00| 0.30000 696.00| 1.34000 3108.80 Bituminous Treatment A | | | 0080 405A000 63.000 GAL | 1.00000 63.00| 0.50000 31.50| 10.64000 670.32 Tack Coat | | | 0090 429A201 158.000 TON | 70.00000 11060.00| 56.00000 8848.00| 68.92000 10889.36 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 429B201 332.000 TON | 70.00000 23240.00| 65.00000 21580.00| 49.49000 16430.68 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0110 502A000 213.000 LB | 2.50000 532.50| 1.67000 355.71| 1.55000 330.15 Steel Reinforcement | | | 0120 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0130 505B102 1.000 EACH| 2000.00000 2000.00| 1401.03000 1401.03| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20020927057 COUNTIES : LEE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 19007 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 505G003 34.000 EACH| 65.00000 2210.00| 110.00000 3740.00| 145.00000 4930.00 Pile Points (Type A, 12") | | | 0150 505M002 1228.000 LF | 20.00000 24560.00| 24.00000 29472.00| 36.00000 44208.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0160 507A000 2.000 EACH| 2500.00000 5000.00| 2300.00000 4600.00| 4000.00000 8000.00 Wire Rope Abutment Anchor Assembly | | | 0170 510A000 27.000 CUYD| 300.00000 8100.00| 500.00000 13500.00| 555.00000 14985.00 Bridge Substructure Concrete, Class A | | | 0180 511A000 44.000 EACH| 60.00000 2640.00| 76.67000 3373.48| 95.00000 4180.00 Elastomeric Bearings, Type 1 | | | 0190 512A014 2.000 EACH| 2600.00000 5200.00| 4167.03000 8334.06| 6325.00000 12650.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0200 512B004 2.000 EACH| 2800.00000 5600.00| 4000.00000 8000.00| 6200.00000 12400.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0210 512C017 18.000 EACH| 5311.00000 95598.00| 4000.00000 72000.00| 5375.00000 96750.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0220 512C025 6.000 EACH| 3600.00000 21600.00| 4200.00000 25200.00| 5900.00000 35400.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0230 512D025 2.000 EACH| 3200.00000 6400.00| 4000.00000 8000.00| 5460.00000 10920.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0240 512D030 4.000 EACH| 3100.00000 12400.00| 3700.00000 14800.00| 5455.00000 21820.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0250 512E001 12.000 EACH| 300.00000 3600.00| 451.00000 5412.00| 1230.00000 14760.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0260 512E002 12.000 EACH| 350.00000 4200.00| 451.79000 5421.48| 1300.00000 15600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0270 512F001 6.000 EACH| 400.00000 2400.00| 551.80000 3310.80| 1475.00000 8850.00 Precast Concrete Wing Panels, Type W2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 057 -4 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20020927057 COUNTIES : LEE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 19007 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 512F002 6.000 EACH| 525.00000 3150.00| 551.80000 3310.80| 1650.00000 9900.00 Precast Concrete Wing Panels, Type W3 | | | 0290 512G000 4.000 EACH| 350.00000 1400.00| 677.98000 2711.92| 1455.00000 5820.00 Precast Concrete Abutment Wing Cap Pane | | | 0300 600A000 LUMP| 14500.00000 14500.00| 42116.19000 42116.19| 29000.00000 29000.00 Mobilization | | | 0310 610C001 254.000 TON | 25.00000 6350.00| 27.75000 7048.50| 30.00000 7620.00 Loose Riprap, Class 2 | | | 0320 610D000 236.000 SQYD| 3.50000 826.00| 2.00000 472.00| 3.00000 708.00 Filter Blanket | | | 0330 630A001 100.000 LF | 12.00000 1200.00| 20.00000 2000.00| 11.00000 1100.00 Steel Beam Guardrail, Class A, Type 2 | | | 0340 630C003 4.000 EACH| 950.00000 3800.00| 1000.00000 4000.00| 900.00000 3600.00 Guardrail End Anchor, Type 13 | | | 0350 630C050 4.000 EACH| 1425.00000 5700.00| 1900.00000 7600.00| 1150.00000 4600.00 Guardrail End Anchor, Type 20 Series | | | 0360 650A000 107.000 CUYD| 10.00000 1070.00| 5.00000 535.00| 10.00000 1070.00 Topsoil | | | 0370 652A056 1.000 ACRE| 450.00000 450.00| 450.00000 450.00| 750.00000 750.00 Seeding (Mix 2E) | | | 0380 656A001 1.000 ACRE| 400.00000 400.00| 450.00000 450.00| 750.00000 750.00 Mulching, Class A, Type 2 | | | 0390 665F000 100.000 EACH| 6.00000 600.00| 4.10000 410.00| 6.00000 600.00 Hay Bales | | | 0400 665J000 2058.000 LF | 2.90000 5968.20| 4.10000 8437.80| 2.80000 5762.40 Silt Fence, Type A | | | 0410 680A000 LUMP| 3500.00000 3500.00| 3211.53000 3211.53| 5000.00000 5000.00 Engineering Controls | | | 0420 701A004 1.000 MILE| 500.00000 500.00| 297.00000 297.00| 500.00000 500.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0430 701A012 1.000 MILE| 500.00000 500.00| 321.88000 321.88| 500.00000 500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0440 701C001 1.000 MILE| 500.00000 500.00| 800.00000 800.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 0450 740B000 233.000 SQFT| 7.50000 1747.50| 7.95000 1852.35| 8.25000 1922.25 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 057 -5 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20020927057 COUNTIES : LEE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 19007 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 740F002 8.000 EACH| 200.00000 1600.00| 371.00000 2968.00| 165.00000 1320.00 Barricades, Type III | | | 0470 740I005 2.000 EACH| 500.00000 1000.00| 371.00000 742.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 413,713.20| $ 429,751.53| $ 512,590.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 413,713.20| $ 429,751.53| $ 512,590.96 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20020927058 COUNTIES : MACON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-4421(200) for constructing the Resurfacing and Traffic Stripe on STPAA-4414(200) various County Roads as indicated on the plans. Length - STPAA-4429(200) 12.838 mi. OTHERS SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 847,074.00 100.0000% 2 01018 APAC-ALABAMA, INC. $ 904,578.13 106.7886% 3 05002 EAST ALABAMA PAVING COMPANY, INC. $ 927,348.49 109.4767% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020927058 COUNTIES : MACON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( 3 ) 05002 |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D001 2010.000 LF | 1.98000 3979.80| 2.05000 4120.50| 2.00000 4020.00 Removing Guardrail | | | 0020 401B100 154279.000 SQYD| 0.59000 91024.61| 0.52000 80225.08| 0.52000 80225.08 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 5103.000 GAL | 1.00000 5103.00| 0.75000 3827.25| 1.20000 6123.60 Tack Coat | | | 0040 429A200 8880.000 TON | 30.75000 273060.00| 31.55000 280164.00| 37.42000 332289.60 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 6167.000 TON | 29.50000 181926.50| 32.80000 202277.60| 37.42000 230769.14 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B213 2769.000 TON | 32.75000 90684.75| 35.20000 97468.80| 32.93000 91183.17 Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 30000.00000 30000.00| 24000.00000 24000.00| 10000.00000 10000.00 Mobilization | | | 0080 630A001 200.000 LF | 11.39000 2278.00| 11.50000 2300.00| 11.50000 2300.00 Steel Beam Guardrail, Class A, Type 2 | | | 0090 630A004 1402.000 LF | 16.34000 22908.68| 16.50000 23133.00| 16.50000 23133.00 Steel Beam Guardrail, Class B, Type 2 | | | 0100 630C022 20.000 EACH| 1089.00000 21780.00| 1100.00000 22000.00| 1100.00000 22000.00 Guardrail End Anchor, Type Special | | | 0110 630C070 20.000 EACH| 1188.00000 23760.00| 1200.00000 24000.00| 1200.00000 24000.00 Guardrail End Anchor, Type 10 Series | | | 0120 641A036 456.000 LF | 63.00000 28728.00| 159.10000 72549.60| 72.60000 33105.60 8 Inch D. I. Water Main Laid | | | 0130 701A030 27.000 MILE| 626.85000 16924.95| 610.00000 16470.00| 610.00000 16470.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0140 701A034 16.000 MILE| 626.85000 10029.60| 610.00000 9760.00| 610.00000 9760.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 058 -3 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20020927058 COUNTIES : MACON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( 3 ) 05002 |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A044 9.000 MILE| 298.50000 2686.50| 390.00000 3510.00| 390.00000 3510.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0160 701C000 27.000 MILE| 338.30000 9134.10| 260.00000 7020.00| 260.00000 7020.00 Broken Temporary Traffic Stripe | | | 0170 701C001 48.000 MILE| 378.10000 18148.80| 340.00000 16320.00| 340.00000 16320.00 Solid Temporary Traffic Stripe | | | 0180 703A004 220.000 SQFT| 2.49000 547.80| 2.20000 484.00| 2.20000 484.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0190 705A032 285.000 EACH| 4.98000 1419.30| 5.00000 1425.00| 5.00000 1425.00 Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 1413.000 EACH| 5.22000 7375.86| 5.10000 7206.30| 5.10000 7206.30 Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 413.000 SQFT| 8.75000 3613.75| 15.00000 6195.00| 8.00000 3304.00 Construction Signs | | | 0220 740E000 120.000 EACH| 8.00000 960.00| 1.00000 120.00| 10.00000 1200.00 Cones (36 Inches High) | | | 0230 740O000 2.000 EACH| 500.00000 1000.00| 1.00000 2.00| 750.00000 1500.00 Pilot Car | | | SECTION TOTALS | $ 847,074.00| $ 904,578.13| $ 927,348.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 847,074.00| $ 904,578.13| $ 927,348.49 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20020927059 COUNTIES : MARENGO LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4610(200) for constructing the Bridge Replacements (Precast) on C.R.#44 at Little Dry Creek and tributary west of Dayton. Length 0.038 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 469,573.00 100.0000% 2 23071 WARRIOR CONSTRUCTORS, INC. $ 507,474.00 108.0714% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20020927059 COUNTIES : MARENGO LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 23071 |( ) |MCINNIS, LLC |WARRIOR CONSTRUCTORS, 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| 25000.00000 25000.00| Removal Of Old Bridge, Station 200+00.0 | | | 0020 206A001 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| Removal Of Old Bridge, Station 209+92.6 | | | 0030 210A000 465.000 CUYD| 6.00000 2790.00| 10.00000 4650.00| Unclassified Excavation | | | 0040 502A000 200.000 LB | 3.00000 600.00| 3.00000 600.00| Steel Reinforcement | | | 0050 505M000 3260.000 LF | 22.00000 71720.00| 19.50000 63570.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0060 507A000 4.000 EACH| 2300.00000 9200.00| 2500.00000 10000.00| Wire Rope Abutment Anchor Assembly | | | 0070 510A000 33.000 CUYD| 400.00000 13200.00| 350.00000 11550.00| Bridge Substructure Concrete, Class A | | | 0080 511A000 88.000 EACH| 100.00000 8800.00| 125.00000 11000.00| Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 3400.00000 6800.00| 3300.00000 6600.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512A017 2.000 EACH| 3800.00000 7600.00| 3700.00000 7400.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0110 512B004 2.000 EACH| 3800.00000 7600.00| 3600.00000 7200.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512B016 2.000 EACH| 4400.00000 8800.00| 4400.00000 8800.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0130 512C004 18.000 EACH| 4000.00000 72000.00| 3000.00000 54000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0140 512C007 6.000 EACH| 4500.00000 27000.00| 3300.00000 19800.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 059 -3 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20020927059 COUNTIES : MARENGO LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 23071 |( ) |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C010 18.000 EACH| 3600.00000 64800.00| 3400.00000 61200.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 32'-0" Long | | | 0160 512C011 6.000 EACH| 3800.00000 22800.00| 3600.00000 21600.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 32'-0" Long| | | 0170 512D002 4.000 EACH| 3600.00000 14400.00| 3300.00000 13200.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 2.000 EACH| 3600.00000 7200.00| 3400.00000 6800.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512D007 4.000 EACH| 4200.00000 16800.00| 4000.00000 16000.00| Precast Concrete Barrier Rail End | | | Section, 32'-0" Long | | | 0200 512D010 2.000 EACH| 4200.00000 8400.00| 4000.00000 8000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 32'-0" Long | | | 0210 512E000 4.000 EACH| 310.00000 1240.00| 325.00000 1300.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0220 512E001 4.000 EACH| 380.00000 1520.00| 375.00000 1500.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0230 512E002 8.000 EACH| 450.00000 3600.00| 450.00000 3600.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0240 512E009 12.000 EACH| 280.00000 3360.00| 315.00000 3780.00| Precast Concrete Abutment Panels, Type | | | A1, 6'-1" Long | | | 0250 512E010 8.000 EACH| 300.00000 2400.00| 325.00000 2600.00| Precast Concrete Abutment Panels, Type | | | A1, 7'-4" Long | | | 0260 512F000 10.000 EACH| 400.00000 4000.00| 450.00000 4500.00| Precast Concrete Wing Panels, Type W1 | | | 0270 512F001 2.000 EACH| 500.00000 1000.00| 550.00000 1100.00| Precast Concrete Wing Panels, Type W2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 059 -4 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20020927059 COUNTIES : MARENGO LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 23071 |( ) |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 512F002 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| Precast Concrete Wing Panels, Type W3 | | | 0290 512G000 6.000 EACH| 450.00000 2700.00| 500.00000 3000.00| Precast Concrete Abutment Wing Cap Pane | | | 0300 512G001 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0310 600A000 LUMP| 14000.00000 14000.00| 51000.00000 51000.00| Mobilization | | | 0320 610C001 412.000 TON | 23.00000 9476.00| 27.00000 11124.00| Loose Riprap, Class 2 | | | 0330 610D000 330.000 SQYD| 2.50000 825.00| 3.00000 990.00| Filter Blanket | | | 0340 630A001 25.000 LF | 12.00000 300.00| 12.00000 300.00| Steel Beam Guardrail, Class A, Type 2 | | | 0350 630C003 8.000 EACH| 1000.00000 8000.00| 1000.00000 8000.00| Guardrail End Anchor, Type 13 | | | 0360 630C070 7.000 EACH| 1250.00000 8750.00| 1250.00000 8750.00| Guardrail End Anchor, Type 10 Series | | | 0370 665F000 100.000 EACH| 5.00000 500.00| 7.00000 700.00| Hay Bales | | | 0380 665J000 800.000 LF | 6.00000 4800.00| 8.00000 6400.00| Silt Fence, Type A | | | 0390 680A000 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| Engineering Controls | | | 0400 740B000 174.000 SQFT| 8.00000 1392.00| 15.00000 2610.00| Construction Signs | | | 0410 740F002 4.000 EACH| 350.00000 1400.00| 500.00000 2000.00| Barricades, Type III | | | 0420 740I005 2.000 EACH| 500.00000 1000.00| 450.00000 900.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 469,573.00| $ 507,474.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 469,573.00| $ 507,474.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 061 -1 VENDOR RANKING CALL ORDER : 061 CONTRACT ID : 20020927061 COUNTIES : MARION LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 95 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4700(206) for constructing the Bridge Repalcement and Approaches on C.R.#4 over Luxapallila Creek in Winfield. Length - 0.143 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23071 WARRIOR CONSTRUCTORS, INC. $ 205,878.50 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 213,689.23 103.7939% 3 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 218,973.60 106.3606% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 061 -2 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20020927061 COUNTIES : MARION LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 18036 |( 3 ) 20011 |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 6500.00000 6500.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 10+14.00 | | | 0030 210A000 187.000 CUYD| 5.00000 935.00| 4.45000 832.15| 5.00000 935.00 Unclassified Excavation | | | 0040 210D001 201.000 CUYD| 6.00000 1206.00| 15.00000 3015.00| 10.00000 2010.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 231B002 345.000 TON | 20.00000 6900.00| 29.50000 10177.50| 16.00000 5520.00 Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0060 405A000 93.000 GAL | 1.00000 93.00| 3.30000 306.90| 2.50000 232.50 Tack Coat | | | 0070 424A340 84.000 TON | 60.00000 5040.00| 68.50000 5754.00| 55.00000 4620.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424B637 168.000 TON | 60.00000 10080.00| 60.00000 10080.00| 55.00000 9240.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0090 424C341 272.000 TON | 60.00000 16320.00| 50.00000 13600.00| 55.00000 14960.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0100 502A000 5731.000 LB | 0.50000 2865.50| 0.48000 2750.88| 0.60000 3438.60 Steel Reinforcement | | | 0110 502B000 LUMP| 11200.00000 11200.00| 7132.80000 7132.80| 8916.00000 8916.00 Steel Reinforcement For Bridge | | | Superstructure, Sta.10+08.00, Approx. | | | 14860 lbs. | | | 0120 505A032 1.000 EACH| 1000.00000 1000.00| 1600.00000 1600.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 061 -3 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20020927061 COUNTIES : MARION LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 18036 |( 3 ) 20011 |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 505A037 1.000 EACH| 1000.00000 1000.00| 1600.00000 1600.00| 2000.00000 2000.00 Steel Test Piles (HP 14x89)Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0140 505B102 1.000 EACH| 1000.00000 1000.00| 1600.00000 1600.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0150 505B107 1.000 EACH| 1000.00000 1000.00| 1600.00000 1600.00| 2000.00000 2000.00 Static Loading Tests (HP 14x89)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0160 505G003 12.000 EACH| 100.00000 1200.00| 115.00000 1380.00| 100.00000 1200.00 Pile Points (Type A, 12") | | | 0170 505G004 4.000 EACH| 100.00000 400.00| 120.00000 480.00| 100.00000 400.00 Pile Points (Type A, 14") | | | 0180 505M002 228.000 LF | 22.00000 5016.00| 24.00000 5472.00| 20.00000 4560.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0190 505M005 116.000 LF | 28.00000 3248.00| 28.00000 3248.00| 22.00000 2552.00 Steel Piling Furnished And Driven(HP | | | 14x89) | | | 0200 508A000 2792.000 LB | 3.00000 8376.00| 2.50000 6980.00| 2.50000 6980.00 Structural Steel | | | 0210 510A000 55.000 CUYD| 300.00000 16500.00| 325.00000 17875.00| 450.00000 24750.00 Bridge Substructure Concrete, Class A | | | 0220 510C001 LUMP| 17500.00000 17500.00| 26500.00000 26500.00| 31500.00000 31500.00 Bridge Concrete Superstructure Sta. | | | 10+08.00 Approx. 70 Cu. Yds. | | | 0230 510E000 208.000 SQYD| 10.75000 2236.00| 12.00000 2496.00| 12.50000 2600.00 Grooving Concrete Bridge Decks | | | 0240 511A001 16.000 EACH| 75.00000 1200.00| 90.00000 1440.00| 100.00000 1600.00 Elastomeric Bearings, Type 2 | | | 0250 513B003 310.000 LF | 80.00000 24800.00| 42.00000 13020.00| 60.00000 18600.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0260 600A000 LUMP| 11500.00000 11500.00| 12000.00000 12000.00| 2500.00000 2500.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 061 -4 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20020927061 COUNTIES : MARION LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23071 |( 2 ) 18036 |( 3 ) 20011 |WARRIOR CONSTRUCTORS, INC. |RILEY BRIDGE & ENGINEERING |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 610C001 1087.000 TON | 19.00000 20653.00| 18.00000 19566.00| 17.50000 19022.50 Loose Riprap, Class 2 | | | 0280 610D000 602.000 SQYD| 2.00000 1204.00| 4.50000 2709.00| 2.50000 1505.00 Filter Blanket | | | 0290 630C003 4.000 EACH| 1050.00000 4200.00| 1175.00000 4700.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0300 630C070 4.000 EACH| 1250.00000 5000.00| 1275.00000 5100.00| 1300.00000 5200.00 Guardrail End Anchor, Type 10 Series | | | 0310 650B000 286.000 CUYD| 18.50000 5291.00| 7.00000 2002.00| 5.00000 1430.00 Topsoil From Stockpiles | | | 0320 665F000 70.000 EACH| 6.00000 420.00| 6.00000 420.00| 5.00000 350.00 Hay Bales | | | 0330 665I000 1.000 TON | 40.00000 40.00| 3.00000 3.00| 20.00000 20.00 Temporary Riprap, Class 2 | | | 0340 665J000 1544.000 LF | 4.00000 6176.00| 6.00000 9264.00| 3.00000 4632.00 Silt Fence, Type A | | | 0350 665K000 3.000 CUYD| 18.00000 54.00| 5.00000 15.00| 10.00000 30.00 Drainage Sump Excavation | | | 0360 680A000 LUMP| 2000.00000 2000.00| 2400.00000 2400.00| 1500.00000 1500.00 Engineering Controls | | | 0370 701A005 1.000 MILE| 500.00000 500.00| 300.00000 300.00| 500.00000 500.00 Solid White, Class 1, Type B Traffic | | | Stripe | | | 0380 701A013 1.000 MILE| 500.00000 500.00| 300.00000 300.00| 500.00000 500.00 Solid Yellow, Class 1, Type B Traffic | | | Stripe | | | 0390 740B000 237.000 SQFT| 5.00000 1185.00| 10.00000 2370.00| 10.00000 2370.00 Construction Signs | | | 0400 740F002 8.000 EACH| 155.00000 1240.00| 450.00000 3600.00| 200.00000 1600.00 Barricades, Type III | | | 0410 740I005 4.000 EACH| 200.00000 800.00| 500.00000 2000.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 205,878.50| $ 213,689.23| $ 218,973.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 205,878.50| $ 213,689.23| $ 218,973.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 063 -1 VENDOR RANKING CALL ORDER : 063 CONTRACT ID : 20020927063 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-5219(200) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#1169 (Mt. Tabor Road) at Outlaw Springs Creek east of Hartselle. Length 0.059 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04009 W. W. DYAR & SONS, INC. $ 148,369.75 100.0000% 2 13004 MILLER & MILLER, INC. $ 159,087.00 107.2233% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 159,155.08 107.2692% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 063 -2 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20020927063 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04009 |( 2 ) 13004 |( 3 ) 18036 |W. W. DYAR & SONS, INC. |MILLER & MILLER, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 9000.00000 9000.00| 3500.00000 3500.00| 1500.00000 1500.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 9000.00000 9000.00| 9750.00000 9750.00| 9000.00000 9000.00 Removal Of Old Bridge, Station 4+12.78 | | | 0030 210A000 100.000 CUYD| 4.00000 400.00| 16.00000 1600.00| 6.00000 600.00 Unclassified Excavation | | | 0040 210D001 543.000 CUYD| 9.00000 4887.00| 14.00000 7602.00| 14.00000 7602.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 486.000 CUYD| 12.00000 5832.00| 9.50000 4617.00| 14.00000 6804.00 Structure Excavation | | | 0060 214B001 87.000 CUYD| 28.00000 2436.00| 21.00000 1827.00| 24.00000 2088.00 Foundation Backfill, Commercial | | | 0070 301A004 76.000 SQYD| 25.00000 1900.00| 6.00000 456.00| 26.00000 1976.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301E008 185.000 TON | 25.00000 4625.00| 15.00000 2775.00| 26.00000 4810.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0090 405A000 100.000 GAL | 2.00000 200.00| 4.00000 400.00| 2.50000 250.00 Tack Coat | | | 0100 429A201 78.000 TON | 80.00000 6240.00| 70.00000 5460.00| 85.00000 6630.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 18.000 TON | 60.00000 1080.00| 97.00000 1746.00| 65.00000 1170.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 502A000 29496.000 LB | 0.50000 14748.00| 0.75000 22122.00| 0.48000 14158.08 Steel Reinforcement | | | 0130 524A011 164.000 CUYD| 300.00000 49200.00| 296.00000 48544.00| 325.00000 53300.00 Culvert Concrete (Cast In Place) | | | 0140 600A000 LUMP| 12250.00000 12250.00| 17635.00000 17635.00| 16500.00000 16500.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 063 -3 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20020927063 COUNTIES : MORGAN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04009 |( 2 ) 13004 |( 3 ) 18036 |W. W. DYAR & SONS, INC. |MILLER & MILLER, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 610C001 160.000 TON | 28.00000 4480.00| 25.00000 4000.00| 24.00000 3840.00 Loose Riprap, Class 2 | | | 0160 610D000 133.000 SQYD| 4.00000 532.00| 8.50000 1130.50| 5.00000 665.00 Filter Blanket | | | 0170 630A001 200.000 LF | 22.60000 4520.00| 22.00000 4400.00| 27.00000 5400.00 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C050 4.000 EACH| 1312.50000 5250.00| 1295.00000 5180.00| 1550.00000 6200.00 Guardrail End Anchor, Type 20 Series | | | 0190 650A000 54.000 CUYD| 12.00000 648.00| 16.00000 864.00| 8.00000 432.00 Topsoil | | | 0200 652A053 1.000 ACRE| 840.00000 840.00| 2900.00000 2900.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0210 656A001 1.000 ACRE| 840.00000 840.00| 2050.00000 2050.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0220 665F000 50.000 EACH| 5.00000 250.00| 8.00000 400.00| 6.00000 300.00 Hay Bales | | | 0230 665J000 100.000 LF | 4.00000 400.00| 6.00000 600.00| 6.00000 600.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 2000.00000 2000.00| 1250.00000 1250.00| 4000.00000 4000.00 Engineering Controls | | | 0250 701A031 1.000 MILE| 945.00000 945.00| 1050.00000 1050.00| 800.00000 800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0260 701A035 1.000 MILE| 1155.00000 1155.00| 1155.00000 1155.00| 800.00000 800.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0270 701C001 1.000 MILE| 315.00000 315.00| 368.00000 368.00| 800.00000 800.00 Solid Temporary Traffic Stripe | | | 0280 705A037 7.000 EACH| 5.25000 36.75| 10.50000 73.50| 10.00000 70.00 Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 286.000 SQFT| 10.00000 2860.00| 12.00000 3432.00| 10.00000 2860.00 Construction Signs | | | 0300 740F002 4.000 EACH| 225.00000 900.00| 300.00000 1200.00| 500.00000 2000.00 Barricades, Type III | | | 0310 740I005 4.000 EACH| 150.00000 600.00| 250.00000 1000.00| 500.00000 2000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 148,369.75| $ 159,087.00| $ 159,155.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 148,369.75| $ 159,087.00| $ 159,155.08 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 064 -1 VENDOR RANKING CALL ORDER : 064 CONTRACT ID : 20020927064 COUNTIES : PIKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MAAA-5503(200) for constructing the Resurfacing and Traffic Stripe on MAAA-5503(201) C.R.#73 from the CSX Railroad R.O.W. line in Tennille to near S.R.#73 in Brundidge. Length 10.170 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 553,683.74 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 637,386.52 115.1174% 3 02032 BULLARD EXCAVATING, INC. $ 749,818.90 135.4237% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 064 -2 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20020927064 COUNTIES : PIKE LETTING DATE : 09/27/02 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 84.000 LF | 2.00000 168.00| 1.98000 166.32| 2.00000 168.00 Removing Guardrail | | | 0020 210D020 1579.000 CUYD| 9.00000 14211.00| 3.65000 5763.35| 7.00000 11053.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0030 212A000 1075.000 STA | 14.71000 15813.25| 26.00000 27950.00| 25.00000 26875.00 Machine Grading Shoulders | | | 0040 401B100 66736.000 SQYD| 0.50000 33368.00| 0.62000 41376.32| 0.65000 43378.40 Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 6696.000 GAL | 1.04000 6963.84| 0.65000 4352.40| 1.25000 8370.00 Tack Coat | | | 0060 429A201 9262.000 TON | 30.20000 279712.40| 34.95000 323706.90| 41.00000 379742.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A206 2983.000 TON | 29.56000 88177.48| 35.15000 104852.45| 45.00000 134235.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429B206 200.000 TON | 48.65000 9730.00| 45.00000 9000.00| 50.00000 10000.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0090 429B213 1381.000 TON | 28.12000 38833.72| 32.15000 44399.15| 40.00000 55240.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 600A000 LUMP| 7670.00000 7670.00| 15500.00000 15500.00| 20000.00000 20000.00 Mobilization | | | 0110 630A001 200.000 LF | 17.00000 3400.00| 16.83000 3366.00| 17.00000 3400.00 Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C070 4.000 EACH| 1400.00000 5600.00| 1386.00000 5544.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0130 652A061 10.000 ACRE| 310.00000 3100.00| 297.00000 2970.00| 300.00000 3000.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 064 -3 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20020927064 COUNTIES : PIKE LETTING DATE : 09/27/02 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 10.000 ACRE| 295.00000 2950.00| 287.10000 2871.00| 290.00000 2900.00 Mulching, Class A, Type 1 | | | 0150 665F000 100.000 EACH| 1.50000 150.00| 4.50000 450.00| 4.00000 400.00 Hay Bales | | | 0160 665J000 1000.000 LF | 1.90000 1900.00| 2.20000 2200.00| 2.00000 2000.00 Silt Fence, Type A | | | 0170 701A031 21.000 MILE| 850.00000 17850.00| 855.70000 17969.70| 850.00000 17850.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701A035 11.000 MILE| 975.00000 10725.00| 969.13000 10660.43| 975.00000 10725.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701A045 3.000 MILE| 550.00000 1650.00| 537.30000 1611.90| 550.00000 1650.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C000 5.000 MILE| 250.00000 1250.00| 258.70000 1293.50| 250.00000 1250.00 Broken Temporary Traffic Stripe | | | 0210 701C001 22.000 MILE| 270.00000 5940.00| 278.60000 6129.20| 270.00000 5940.00 Solid Temporary Traffic Stripe | | | 0220 703A002 110.000 SQFT| 3.50000 385.00| 2.49000 273.90| 3.50000 385.00 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D001 110.000 SQFT| 0.75000 82.50| 1.00000 110.00| 0.75000 82.50 Temporary Traffic Control Markings | | | 0240 740B000 390.000 SQFT| 7.62000 2971.80| 8.00000 3120.00| 7.25000 2827.50 Construction Signs | | | 0250 740E000 25.000 EACH| 3.27000 81.75| 10.00000 250.00| 9.90000 247.50 Cones (36 Inches High) | | | 0260 740O000 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| 2500.00000 2500.00 Pilot Car | | | SECTION TOTALS | $ 553,683.74| $ 637,386.52| $ 749,818.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 553,683.74| $ 637,386.52| $ 749,818.90 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 065 -1 VENDOR RANKING CALL ORDER : 065 CONTRACT ID : 20020927065 COUNTIES : PIKE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-5534(200) for constructing the Resurfacing and Traffic Stripe on STPAA-5512(200) various County Roads as indicated on the plans. Length - STPAA-5521(200) 8.372 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 507,344.08 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 617,503.53 121.7130% 3 02032 BULLARD EXCAVATING, INC. $ 707,573.39 139.4662% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 065 -2 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20020927065 COUNTIES : PIKE LETTING DATE : 09/27/02 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 676.000 LF | 2.00000 1352.00| 1.98000 1338.48| 2.00000 1352.00 Removing Guardrail | | | 0020 210D020 1251.000 CUYD| 9.11000 11396.61| 3.65000 4566.15| 7.00000 8757.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0030 212A000 876.000 STA | 15.18000 13297.68| 25.00000 21900.00| 25.00000 21900.00 Machine Grading Shoulders | | | 0040 401B100 58573.000 SQYD| 0.50000 29286.50| 0.69000 40415.37| 0.68000 39829.64 Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 6005.000 GAL | 1.19000 7145.95| 1.00000 6005.00| 1.25000 7506.25 Tack Coat | | | 0060 429A201 7766.000 TON | 29.26000 227233.16| 37.95000 294719.70| 45.00000 349470.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A206 2589.000 TON | 31.19000 80750.91| 37.75000 97734.75| 50.00000 129450.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429B206 300.000 TON | 50.31000 15093.00| 50.00000 15000.00| 50.00000 15000.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0090 429B213 327.000 TON | 33.09000 10820.43| 34.90000 11412.30| 40.00000 13080.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 600A000 LUMP| 11350.00000 11350.00| 21500.00000 21500.00| 20000.00000 20000.00 Mobilization | | | 0110 630A001 400.000 LF | 11.00000 4400.00| 10.89000 4356.00| 11.00000 4400.00 Steel Beam Guardrail, Class A, Type 2 | | | 0120 630A015 700.000 LF | 14.00000 9800.00| 13.86000 9702.00| 14.00000 9800.00 Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 065 -3 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20020927065 COUNTIES : PIKE LETTING DATE : 09/27/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 630C022 16.000 EACH| 1100.00000 17600.00| 1089.00000 17424.00| 1100.00000 17600.00 Guardrail End Anchor, Type Special | | | 0140 630C070 16.000 EACH| 1200.00000 19200.00| 1188.00000 19008.00| 1200.00000 19200.00 Guardrail End Anchor, Type 10 Series | | | 0150 652A061 9.000 ACRE| 315.00000 2835.00| 311.85000 2806.65| 315.00000 2835.00 Seeding (Mix 3E) | | | 0160 656A000 9.000 ACRE| 310.00000 2790.00| 306.90000 2762.10| 310.00000 2790.00 Mulching, Class A, Type 1 | | | 0170 665F000 125.000 EACH| 4.00000 500.00| 4.00000 500.00| 4.00000 500.00 Hay Bales | | | 0180 665J000 1300.000 LF | 1.95000 2535.00| 2.25000 2925.00| 1.95000 2535.00 Silt Fence, Type A | | | 0190 701A031 17.000 MILE| 850.00000 14450.00| 855.70000 14546.90| 850.00000 14450.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0200 701A035 11.000 MILE| 935.00000 10285.00| 969.13000 10660.43| 935.00000 10285.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0210 701A045 4.000 MILE| 500.00000 2000.00| 537.30000 2149.20| 500.00000 2000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0220 701C000 4.000 MILE| 269.00000 1076.00| 258.70000 1034.80| 269.00000 1076.00 Broken Temporary Traffic Stripe | | | 0230 701C001 22.000 MILE| 279.00000 6138.00| 278.60000 6129.20| 279.00000 6138.00 Solid Temporary Traffic Stripe | | | 0240 703A002 150.000 SQFT| 4.50000 675.00| 2.49000 373.50| 4.50000 675.00 Traffic Control Markings, Class 2, Type | | | A | | | 0250 703D001 150.000 SQFT| 0.75000 112.50| 1.00000 150.00| 0.75000 112.50 Temporary Traffic Control Markings | | | 0260 740B000 532.000 SQFT| 7.62000 4053.84| 12.00000 6384.00| 7.25000 3857.00 Construction Signs | | | 0270 740E000 50.000 EACH| 3.35000 167.50| 10.00000 500.00| 9.50000 475.00 Cones (36 Inches High) | | | 0280 740O000 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| 2500.00000 2500.00 Pilot Car | | | SECTION TOTALS | $ 507,344.08| $ 617,503.53| $ 707,573.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 507,344.08| $ 617,503.53| $ 707,573.39 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 068 -1 VENDOR RANKING CALL ORDER : 068 CONTRACT ID : 20020927068 COUNTIES : SHELBY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-5935(201) for constructing the Bridge Replacement and Approaches on C.R.#85 over Locust Creek southeast of Vincent. Length - 0.292 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16032 PRICHARD CONSTRUCTION COMPANY $ 560,896.98 100.0000% 2 19121 BOB SMITH CONSTRUCTION, INC. $ 639,474.85 114.0093% 3 13036 THE MORRIS GROUP, INC. $ 665,317.47 118.6167% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 754,733.34 134.5583% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 068 -2 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020927068 COUNTIES : SHELBY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 19121 |( 3 ) 13036 |PRICHARD CONSTRUCTION COMPA |BOB SMITH CONSTRUCTION, INC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 9000.00000 9000.00 Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 14+98.12 | | | 0030 210A000 3852.000 CUYD| 4.50000 17334.00| 3.50000 13482.00| 3.50000 13482.00 Unclassified Excavation | | | 0040 210D000 10349.000 CUYD| 6.00000 62094.00| 6.50000 67268.50| 4.95000 51227.55 Borrow Excavation | | | 0050 230A000 12.000 RBST| 500.00000 6000.00| 387.27000 4647.24| 500.00000 6000.00 Roadbed Processing | | | 0060 301A004 8706.000 SQYD| 4.68000 40744.08| 4.53000 39438.18| 4.35000 37871.10 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0070 401A000 3013.000 SQYD| 0.60000 1807.80| 0.51000 1536.63| 0.50000 1506.50 Bituminous Treatment A | | | 0080 405A000 100.000 GAL | 1.50000 150.00| 1.33000 133.00| 1.00000 100.00 Tack Coat | | | 0090 429A221 285.000 TON | 48.00000 13680.00| 54.29000 15472.65| 50.00000 14250.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 429B221 381.000 TON | 38.40000 14630.40| 44.00000 16764.00| 44.15000 16821.15 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0110 429B229 100.000 TON | 52.00000 5200.00| 57.77000 5777.00| 56.00000 5600.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429C231 9.000 TON | 80.00000 720.00| 91.20000 820.80| 170.00000 1530.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0130 430B000 100.000 TON | 35.00000 3500.00| 30.00000 3000.00| 15.00000 1500.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 068 -3 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020927068 COUNTIES : SHELBY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 19121 |( 3 ) 13036 |PRICHARD CONSTRUCTION COMPA |BOB SMITH CONSTRUCTION, INC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 502A001 25326.000 LB | 0.55000 13929.30| 0.65000 16461.90| 0.50000 12663.00 Steel Reinforcement (Grade 60) | | | 0150 502B000 LUMP| 15616.15000 15616.15| 18455.45000 18455.45| 14000.00000 14000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 14+52 (APPROX. | | | 28393 LBS.) | | | 0160 506A004 22.000 LF | 125.00000 2750.00| 126.50000 2783.00| 47.70000 1049.40 Drilled Shaft Excavation, 3'-0" Diamete | | | 0170 506A008 15.000 LF | 160.00000 2400.00| 162.00000 2430.00| 79.50000 1192.50 Drilled Shaft Excavation, 4'-0" Diamete | | | 0180 506B001 40.000 LF | 500.00000 20000.00| 532.50000 21300.00| 413.40000 16536.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0190 506B003 43.000 LF | 800.00000 34400.00| 762.50000 32787.50| 742.00000 31906.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0200 506C020 62.000 LF | 75.00000 4650.00| 127.50000 7905.00| 68.90000 4271.80 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS2 Concrete | | | 0210 506C022 58.000 LF | 100.00000 5800.00| 142.50000 8265.00| 84.80000 4918.40 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS2 Concrete | | | 0220 506F008 58.000 LF | 150.00000 8700.00| 165.00000 9570.00| 148.40000 8607.20 Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0230 506G000 4.000 EACH| 500.00000 2000.00| 600.00000 2400.00| 530.00000 2120.00 Crosshole Sonic Logging, 3'-0" Diameter | | | 0240 506G002 4.000 EACH| 500.00000 2000.00| 600.00000 2400.00| 530.00000 2120.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0250 508A000 3437.000 LB | 2.75000 9451.75| 2.00000 6874.00| 2.00000 6874.00 Structural Steel | | | 0260 510A000 83.000 CUYD| 285.00000 23655.00| 250.00000 20750.00| 485.00000 40255.00 Bridge Substructure Concrete, Class A | | | 0270 510C051 LUMP| 49050.00000 49050.00| 76300.00000 76300.00| 70000.00000 70000.00 Bridge Concrete Superstructure, STA. | | | 14+52 APPROX. 109 CUBIC YDS. | | | 0280 510E000 314.000 SQYD| 8.00000 2512.00| 8.50000 2669.00| 7.00000 2198.00 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 068 -4 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020927068 COUNTIES : SHELBY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 19121 |( 3 ) 13036 |PRICHARD CONSTRUCTION COMPA |BOB SMITH CONSTRUCTION, INC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 511A004 24.000 EACH| 100.00000 2400.00| 400.00000 9600.00| 395.00000 9480.00 Elastomeric Bearings, Type 4 | | | 0300 513B003 465.000 LF | 60.00000 27900.00| 85.00000 39525.00| 75.00000 34875.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0310 600A000 LUMP| 50000.00000 50000.00| 75000.00000 75000.00| 127700.00000 127700.00 Mobilization | | | 0320 610C001 494.000 TON | 28.00000 13832.00| 22.00000 10868.00| 23.32000 11520.08 Loose Riprap, Class 2 | | | 0330 610D002 388.000 SQYD| 4.50000 1746.00| 3.50000 1358.00| 3.18000 1233.84 Filter Blanket, Geotextile (Non-Woven) | | | 0340 630A001 149.000 LF | 14.50000 2160.50| 16.00000 2384.00| 12.75000 1899.75 Steel Beam Guardrail, Class A, Type 2 | | | 0350 630C003 4.000 EACH| 1200.00000 4800.00| 1000.00000 4000.00| 954.00000 3816.00 Guardrail End Anchor, Type 13 | | | 0360 630C070 4.000 EACH| 1295.00000 5180.00| 1300.00000 5200.00| 1378.00000 5512.00 Guardrail End Anchor, Type 10 Series | | | 0370 650A000 1110.000 CUYD| 8.00000 8880.00| 7.50000 8325.00| 6.00000 6660.00 Topsoil | | | 0380 652A053 3.000 ACRE| 850.00000 2550.00| 750.00000 2250.00| 450.00000 1350.00 Seeding (Mix 1E) | | | 0390 656A001 3.000 ACRE| 850.00000 2550.00| 500.00000 1500.00| 400.00000 1200.00 Mulching, Class A, Type 2 | | | 0400 665A000 1.000 ACRE| 500.00000 500.00| 400.00000 400.00| 375.00000 375.00 Temporary Seeding | | | 0410 665B000 1.000 ACRE| 500.00000 500.00| 400.00000 400.00| 400.00000 400.00 Temporary Mulching | | | 0420 665F000 1121.000 EACH| 6.00000 6726.00| 5.50000 6165.50| 5.00000 5605.00 Hay Bales | | | 0430 665J000 3360.000 LF | 4.60000 15456.00| 3.75000 12600.00| 4.00000 13440.00 Silt Fence, Type A | | | 0440 680A000 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 35000.00000 35000.00 Engineering Controls | | | 0450 701A031 1.000 MILE| 1500.00000 1500.00| 1200.00000 1200.00| 1080.00000 1080.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0460 701A035 1.000 MILE| 1800.00000 1800.00| 1360.00000 1360.00| 1320.00000 1320.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 068 -5 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020927068 COUNTIES : SHELBY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 19121 |( 3 ) 13036 |PRICHARD CONSTRUCTION COMPA |BOB SMITH CONSTRUCTION, INC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 701C001 1.000 MILE| 850.00000 850.00| 400.00000 400.00| 360.00000 360.00 Solid Temporary Traffic Stripe | | | 0480 705A037 39.000 EACH| 8.00000 312.00| 7.50000 292.50| 5.40000 210.60 Pavement Markers, Class A-H, Type 2-D | | | 0490 740B000 348.000 SQFT| 10.00000 3480.00| 9.50000 3306.00| 7.95000 2766.60 Construction Signs | | | 0500 740F002 8.000 EACH| 300.00000 2400.00| 350.00000 2800.00| 165.00000 1320.00 Barricades, Type III | | | 0510 740I005 2.000 EACH| 300.00000 600.00| 425.00000 850.00| 297.00000 594.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 560,896.98| $ 639,474.85| $ 665,317.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 560,896.98| $ 639,474.85| $ 665,317.47 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 068 -6 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020927068 COUNTIES : SHELBY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |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 201A000 LUMP| 37500.00000 37500.00| | Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 25000.00000 25000.00| | Removal Of Old Bridge, Station 14+98.12 | | | 0030 210A000 3852.000 CUYD| 5.00000 19260.00| | Unclassified Excavation | | | 0040 210D000 10349.000 CUYD| 5.50000 56919.50| | Borrow Excavation | | | 0050 230A000 12.000 RBST| 323.59000 3883.08| | Roadbed Processing | | | 0060 301A004 8706.000 SQYD| 3.91000 34040.46| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0070 401A000 3013.000 SQYD| 0.37000 1114.81| | Bituminous Treatment A | | | 0080 405A000 100.000 GAL | 1.13000 113.00| | Tack Coat | | | 0090 429A221 285.000 TON | 44.48000 12676.80| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 429B221 381.000 TON | 36.12000 13761.72| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0110 429B229 100.000 TON | 46.86000 4686.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429C231 9.000 TON | 74.57000 671.13| | Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0130 430B000 100.000 TON | 20.00000 2000.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 068 -7 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020927068 COUNTIES : SHELBY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 502A001 25326.000 LB | 0.50000 12663.00| | Steel Reinforcement (Grade 60) | | | 0150 502B000 LUMP| 15000.00000 15000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. 14+52 (APPROX. | | | 28393 LBS.) | | | 0160 506A004 22.000 LF | 141.00000 3102.00| | Drilled Shaft Excavation, 3'-0" Diamete | | | 0170 506A008 15.000 LF | 176.00000 2640.00| | Drilled Shaft Excavation, 4'-0" Diamete | | | 0180 506B001 40.000 LF | 1388.00000 55520.00| | Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0190 506B003 43.000 LF | 1706.00000 73358.00| | Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0200 506C020 62.000 LF | 31.00000 1922.00| | Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS2 Concrete | | | 0210 506C022 58.000 LF | 54.00000 3132.00| | Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS2 Concrete | | | 0220 506F008 58.000 LF | 115.00000 6670.00| | Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0230 506G000 4.000 EACH| 2950.00000 11800.00| | Crosshole Sonic Logging, 3'-0" Diameter | | | 0240 506G002 4.000 EACH| 2950.00000 11800.00| | Crosshole Sonic Logging, 4'-0" Diameter | | | 0250 508A000 3437.000 LB | 3.00000 10311.00| | Structural Steel | | | 0260 510A000 83.000 CUYD| 300.00000 24900.00| | Bridge Substructure Concrete, Class A | | | 0270 510C051 LUMP| 100000.00000 100000.00| | Bridge Concrete Superstructure, STA. | | | 14+52 APPROX. 109 CUBIC YDS. | | | 0280 510E000 314.000 SQYD| 8.50000 2669.00| | Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 068 -8 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020927068 COUNTIES : SHELBY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 511A004 24.000 EACH| 300.00000 7200.00| | Elastomeric Bearings, Type 4 | | | 0300 513B003 465.000 LF | 80.00000 37200.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0310 600A000 LUMP| 93584.09000 93584.09| | Mobilization | | | 0320 610C001 494.000 TON | 22.00000 10868.00| | Loose Riprap, Class 2 | | | 0330 610D002 388.000 SQYD| 2.00000 776.00| | Filter Blanket, Geotextile (Non-Woven) | | | 0340 630A001 149.000 LF | 17.00000 2533.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0350 630C003 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 13 | | | 0360 630C070 4.000 EACH| 1750.00000 7000.00| | Guardrail End Anchor, Type 10 Series | | | 0370 650A000 1110.000 CUYD| 6.00000 6660.00| | Topsoil | | | 0380 652A053 3.000 ACRE| 750.00000 2250.00| | Seeding (Mix 1E) | | | 0390 656A001 3.000 ACRE| 750.00000 2250.00| | Mulching, Class A, Type 2 | | | 0400 665A000 1.000 ACRE| 500.00000 500.00| | Temporary Seeding | | | 0410 665B000 1.000 ACRE| 500.00000 500.00| | Temporary Mulching | | | 0420 665F000 1121.000 EACH| 5.00000 5605.00| | Hay Bales | | | 0430 665J000 3360.000 LF | 2.00000 6720.00| | Silt Fence, Type A | | | 0440 680A000 LUMP| 10000.00000 10000.00| | Engineering Controls | | | 0450 701A031 1.000 MILE| 945.00000 945.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0460 701A035 1.000 MILE| 1155.00000 1155.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 068 -9 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20020927068 COUNTIES : SHELBY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 701C001 1.000 MILE| 315.00000 315.00| | Solid Temporary Traffic Stripe | | | 0480 705A037 39.000 EACH| 5.25000 204.75| | Pavement Markers, Class A-H, Type 2-D | | | 0490 740B000 348.000 SQFT| 10.50000 3654.00| | Construction Signs | | | 0500 740F002 8.000 EACH| 325.00000 2600.00| | Barricades, Type III | | | 0510 740I005 2.000 EACH| 350.00000 700.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 754,733.34| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 754,733.34| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 069 -1 VENDOR RANKING CALL ORDER : 069 CONTRACT ID : 20020927069 COUNTIES : SUMTER LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-6012( 201) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#35 at Scuma Creek east of Geiger. Length 0.014 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 153,776.10 100.0000% 2 12019 LEVERETT CONSTRUCTION COMPANY $ 162,609.16 105.7441% 3 04009 W. W. DYAR & SONS, INC. $ 170,268.87 110.7252% 4 16048 WALKER PATTON COMPANY, INC. $ 221,841.90 144.2629% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 069 -2 TABULATION OF BIDS CALL ORDER : 069 CONTRACT ID : 20020927069 COUNTIES : SUMTER LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 12019 |( 3 ) 04009 |H & L CONSTRUCTION, INC. |LEVERETT CONSTRUCTION COMPA |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| 15000.00000 15000.00| 5000.00000 5000.00| 8300.00000 8300.00 Removal Of Old Bridge, Station 5+95.6 | | | 0020 214A000 260.000 CUYD| 10.00000 2600.00| 5.00000 1300.00| 8.80000 2288.00 Structure Excavation | | | 0030 214B001 190.000 CUYD| 45.00000 8550.00| 30.00000 5700.00| 25.30000 4807.00 Foundation Backfill, Commercial | | | 0040 502A000 62994.000 LB | 0.30000 18898.20| 0.21000 13228.74| 0.53000 33386.82 Steel Reinforcement | | | 0050 524A011 274.000 CUYD| 275.00000 75350.00| 428.33000 117362.42| 291.50000 79871.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 14400.00000 14400.00 Mobilization | | | 0070 610A004 96.000 SQYD| 31.50000 3024.00| 24.00000 2304.00| 44.00000 4224.00 Loose Riprap, Class 2, 24" Thick | | | 0080 610D000 96.000 SQYD| 2.50000 240.00| 2.00000 192.00| 8.80000 844.80 Filter Blanket | | | 0090 630A001 125.000 LF | 26.50000 3312.50| 24.00000 3000.00| 27.85000 3481.25 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1444.00000 5776.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 250.000 EACH| 3.50000 875.00| 4.00000 1000.00| 5.00000 1250.00 Hay Bales | | | 0120 665J000 900.000 LF | 3.00000 2700.00| 1.50000 1350.00| 4.00000 3600.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 999.90000 999.90| 500.00000 500.00| 2550.00000 2550.00 Engineering Controls | | | 0140 740B000 309.000 SQFT| 8.50000 2626.50| 8.00000 2472.00| 10.00000 3090.00 Construction Signs | | | 0150 740F002 8.000 EACH| 250.00000 2000.00| 150.00000 1200.00| 225.00000 1800.00 Barricades, Type III | | | 0160 740I005 4.000 EACH| 500.00000 2000.00| 100.00000 400.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 153,776.10| $ 162,609.16| $ 170,268.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 153,776.10| $ 162,609.16| $ 170,268.87 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 069 -3 TABULATION OF BIDS CALL ORDER : 069 CONTRACT ID : 20020927069 COUNTIES : SUMTER LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16048 |( ) |( ) |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| 28853.00000 28853.00| | Removal Of Old Bridge, Station 5+95.6 | | | 0020 214A000 260.000 CUYD| 15.00000 3900.00| | Structure Excavation | | | 0030 214B001 190.000 CUYD| 34.25000 6507.50| | Foundation Backfill, Commercial | | | 0040 502A000 62994.000 LB | 0.60000 37796.40| | Steel Reinforcement | | | 0050 524A011 274.000 CUYD| 346.00000 94804.00| | Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 25000.00000 25000.00| | Mobilization | | | 0070 610A004 96.000 SQYD| 40.00000 3840.00| | Loose Riprap, Class 2, 24" Thick | | | 0080 610D000 96.000 SQYD| 4.00000 384.00| | Filter Blanket | | | 0090 630A001 125.000 LF | 12.50000 1562.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1400.00000 5600.00| | Guardrail End Anchor, Type 10 Series | | | 0110 665F000 250.000 EACH| 5.00000 1250.00| | Hay Bales | | | 0120 665J000 900.000 LF | 3.00000 2700.00| | Silt Fence, Type A | | | 0130 680A000 LUMP| 3000.00000 3000.00| | Engineering Controls | | | 0140 740B000 309.000 SQFT| 10.50000 3244.50| | Construction Signs | | | 0150 740F002 8.000 EACH| 300.00000 2400.00| | Barricades, Type III | | | 0160 740I005 4.000 EACH| 250.00000 1000.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 221,841.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 221,841.90| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 070 -1 VENDOR RANKING CALL ORDER : 070 CONTRACT ID : 20020927070 COUNTIES : WALKER LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-6407(200) for constructing the Resurfacing and Traffic Stripe on New Parrish Highway from S.R.#269 to Amory Avenue in Cordova. Length 5.638 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 336,033.10 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 337,134.32 100.3277% 3 01018 APAC-ALABAMA, INC. $ 358,097.75 106.5662% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 070 -2 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20020927070 COUNTIES : WALKER LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 113.000 LF | 3.50000 395.50| 3.86000 436.18| 3.70000 418.10 Removing Guardrail | | | 0020 206E019 6.000 EACH| 98.50000 591.00| 108.67000 652.02| 105.00000 630.00 Removing Guardrail End Anchor (Type 10) | | | 0030 401B108 79000.000 SQYD| 0.63880 50465.20| 0.71000 56090.00| 0.68000 53720.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 500.000 GAL | 1.00000 500.00| 1.17000 585.00| 1.25000 625.00 Tack Coat | | | 0050 429A241 6700.000 TON | 33.82000 226594.00| 33.32000 223244.00| 35.89000 240463.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0060 429C245 100.000 TON | 50.00000 5000.00| 45.70000 4570.00| 108.00000 10800.00 Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0070 600A000 LUMP| 9000.00000 9000.00| 3443.02000 3443.02| 5040.00000 5040.00 Mobilization | | | 0080 630A001 113.000 LF | 12.50000 1412.50| 13.79000 1558.27| 13.15000 1485.95 Steel Beam Guardrail, Class A, Type 2 | | | 0090 630C070 6.000 EACH| 1225.00000 7350.00| 1351.43000 8108.58| 1290.00000 7740.00 Guardrail End Anchor, Type 10 Series | | | 0100 701A031 12.000 MILE| 980.00000 11760.00| 1086.90000 13042.80| 1030.00000 12360.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0110 701A035 8.000 MILE| 1050.00000 8400.00| 1164.54000 9316.32| 1102.50000 8820.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 4.000 MILE| 600.00000 2400.00| 665.45000 2661.80| 630.00000 2520.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701C000 8.000 MILE| 320.00000 2560.00| 354.91000 2839.28| 336.00000 2688.00 Broken Temporary Traffic Stripe | | | 0140 701C001 16.000 MILE| 360.00000 5760.00| 399.27000 6388.32| 378.00000 6048.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 070 -3 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20020927070 COUNTIES : WALKER LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740B000 222.000 SQFT| 7.95000 1764.90| 8.80000 1953.60| 8.35000 1853.70 Construction Signs | | | 0160 740E000 40.000 EACH| 1.00000 40.00| 11.15000 446.00| 12.85000 514.00 Cones (36 Inches High) | | | 0170 740M001 40.000 EACH| 1.00000 40.00| 5.87000 234.80| 8.05000 322.00 Ballast For Cone | | | 0180 740O000 1.000 EACH| 2000.00000 2000.00| 1564.33000 1564.33| 2050.00000 2050.00 Pilot Car | | | SECTION TOTALS | $ 336,033.10| $ 337,134.32| $ 358,097.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 336,033.10| $ 337,134.32| $ 358,097.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 071 -1 VENDOR RANKING CALL ORDER : 071 CONTRACT ID : 20020927071 COUNTIES : WASHINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 110 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-6507(200) for constructing the Bridge Replacements (3) (Precast) on C.R.#1 over Creeping Swamp Creek and over Escatawpa River northeast of Fruitdale. Length - 0.093 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 796,718.00 100.0000% 2 19058 S. J. & L., INC. $ 891,850.90 111.9406% 3 07050 GULF EQUIPMENT CORPORATION $ 1,051,312.20 131.9554% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 071 -2 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020927071 COUNTIES : WASHINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19058 |( 3 ) 07050 |MCINNIS, LLC |S. J. & L., INC. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 20000.00000 20000.00| 11000.00000 11000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 148+50. | | | 00 (SITE 3) | | | 0020 206A001 LUMP| 20000.00000 20000.00| 11000.00000 11000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 404+50. | | | 00 (SITE 1) | | | 0030 206A002 LUMP| 6000.00000 6000.00| 11000.00000 11000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 410+67. | | | 30 (SITE 2) | | | 0040 210A000 398.000 CUYD| 6.00000 2388.00| 7.00000 2786.00| 7.00000 2786.00 Unclassified Excavation | | | 0050 502A000 278.000 LB | 1.00000 278.00| 2.20000 611.60| 1.00000 278.00 Steel Reinforcement | | | 0060 505M000 5740.000 LF | 20.00000 114800.00| 24.20000 138908.00| 29.00000 166460.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0070 507A000 6.000 EACH| 2500.00000 15000.00| 3850.00000 23100.00| 6000.00000 36000.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 47.000 CUYD| 500.00000 23500.00| 440.00000 20680.00| 400.00000 18800.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 154.000 EACH| 75.00000 11550.00| 66.00000 10164.00| 77.80000 11981.20 Elastomeric Bearings, Type 1 | | | 0100 512A014 6.000 EACH| 3000.00000 18000.00| 3410.00000 20460.00| 3360.00000 20160.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 8.000 EACH| 2600.00000 20800.00| 3630.00000 29040.00| 3740.00000 29920.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 66.000 EACH| 3500.00000 231000.00| 3850.00000 254100.00| 4060.00000 267960.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 22.000 EACH| 4000.00000 88000.00| 4290.00000 94380.00| 4600.00000 101200.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 10.000 EACH| 3500.00000 35000.00| 3630.00000 36300.00| 4040.00000 40400.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 071 -3 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20020927071 COUNTIES : WASHINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19058 |( 3 ) 07050 |MCINNIS, LLC |S. J. & L., INC. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D030 12.000 EACH| 3900.00000 46800.00| 3630.00000 43560.00| 4020.00000 48240.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0160 512E002 48.000 EACH| 400.00000 19200.00| 660.00000 31680.00| 570.00000 27360.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0170 512F002 24.000 EACH| 650.00000 15600.00| 550.00000 13200.00| 790.00000 18960.00 Precast Concrete Wing Panels, Type W3 | | | 0180 512G000 12.000 EACH| 400.00000 4800.00| 550.00000 6600.00| 570.00000 6840.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 20000.00000 20000.00| 33000.00000 33000.00| 60000.00000 60000.00 Mobilization | | | 0200 610C001 804.000 TON | 30.00000 24120.00| 44.00000 35376.00| 40.00000 32160.00 Loose Riprap, Class 2 | | | 0210 610D003 804.000 SQYD| 3.00000 2412.00| 4.40000 3537.60| 3.00000 2412.00 Filter Blanket, Geotextile | | | 0220 630C003 12.000 EACH| 1000.00000 12000.00| 1650.00000 19800.00| 1120.00000 13440.00 Guardrail End Anchor, Type 13 | | | 0230 630C070 12.000 EACH| 1250.00000 15000.00| 1650.00000 19800.00| 1620.00000 19440.00 Guardrail End Anchor, Type 10 Series | | | 0240 665F000 160.000 EACH| 5.00000 800.00| 6.75000 1080.00| 6.00000 960.00 Hay Bales | | | 0250 665J000 2200.000 LF | 7.00000 15400.00| 3.30000 7260.00| 4.00000 8800.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 7500.00000 7500.00| 6600.00000 6600.00| 15000.00000 15000.00 Engineering Controls | | | 0270 740B000 237.000 SQFT| 10.00000 2370.00| 12.10000 2867.70| 15.00000 3555.00 Construction Signs | | | 0280 740F002 8.000 EACH| 300.00000 2400.00| 330.00000 2640.00| 300.00000 2400.00 Barricades, Type III | | | 0290 740I005 4.000 EACH| 500.00000 2000.00| 330.00000 1320.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 796,718.00| $ 891,850.90| $ 1,051,312.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 796,718.00| $ 891,850.90| $ 1,051,312.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 072 -1 VENDOR RANKING CALL ORDER : 072 CONTRACT ID : 20020927072 COUNTIES : WASHINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-6511(200) for constructing the Bridge Replacement (Precast) on C.R.#4 at Poll Bayou south of Malcolm. Length 0.055 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12037 LANEY & SONS CONSTRUCTION, INC. $ 468,789.75 100.0000% 2 19058 S. J. & L., INC. $ 488,682.90 104.2435% 3 13021 MURPHREE BRIDGE CORPORATION $ 492,500.00 105.0578% 4 13099 MCINNIS, LLC $ 527,541.00 112.5325% 5 07050 GULF EQUIPMENT CORPORATION $ 538,768.00 114.9274% 6 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 551,545.00 117.6530% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 072 -2 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20020927072 COUNTIES : WASHINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12037 |( 2 ) 19058 |( 3 ) 13021 |LANEY & SONS CONSTRUCTION, |S. J. & L., INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 40000.00000 40000.00| 5500.00000 5500.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 10+00.00 | | | 0020 502A000 210.000 LB | 2.00000 420.00| 1.10000 231.00| 2.00000 420.00 Steel Reinforcement | | | 0030 505M000 2950.000 LF | 19.00000 56050.00| 22.00000 64900.00| 20.00000 59000.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0040 507A000 2.000 EACH| 2000.00000 4000.00| 3850.00000 7700.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 35.000 CUYD| 550.00000 19250.00| 412.50000 14437.50| 800.00000 28000.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 99.000 EACH| 75.00000 7425.00| 66.00000 6534.00| 100.00000 9900.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3250.00000 6500.00| 3520.00000 7040.00| 3000.00000 6000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 7.000 EACH| 3500.00000 24500.00| 3630.00000 25410.00| 2700.00000 18900.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 48.000 EACH| 3000.00000 144000.00| 3520.00000 168960.00| 3000.00000 144000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 16.000 EACH| 3100.00000 49600.00| 3850.00000 61600.00| 3200.00000 51200.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 3000.00000 12000.00| 3520.00000 14080.00| 2700.00000 10800.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512D005 12.000 EACH| 3000.00000 36000.00| 3520.00000 42240.00| 2700.00000 32400.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0130 512E002 8.000 EACH| 850.00000 6800.00| 660.00000 5280.00| 550.00000 4400.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0140 512F002 4.000 EACH| 1000.00000 4000.00| 880.00000 3520.00| 750.00000 3000.00 Precast Concrete Wing Panels, Type W3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 072 -3 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20020927072 COUNTIES : WASHINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12037 |( 2 ) 19058 |( 3 ) 13021 |LANEY & SONS CONSTRUCTION, |S. J. & L., INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512G000 4.000 EACH| 850.00000 3400.00| 660.00000 2640.00| 620.00000 2480.00 Precast Concrete Abutment Wing Cap Pane | | | 0160 600A000 LUMP| 15000.00000 15000.00| 11000.00000 11000.00| 45552.25000 45552.25 Mobilization | | | 0170 610C001 465.000 TON | 38.00000 17670.00| 49.50000 23017.50| 30.00000 13950.00 Loose Riprap, Class 2 | | | 0180 610D003 461.000 SQYD| 3.25000 1498.25| 2.20000 1014.20| 2.00000 922.00 Filter Blanket, Geotextile | | | 0190 630C003 4.000 EACH| 950.00000 3800.00| 1210.00000 4840.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0200 630C070 4.000 EACH| 1275.00000 5100.00| 1650.00000 6600.00| 1275.00000 5100.00 Guardrail End Anchor, Type 10 Series | | | 0210 665F000 50.000 EACH| 5.00000 250.00| 7.00000 350.00| 7.31000 365.50 Hay Bales | | | 0220 665J000 749.000 LF | 4.50000 3370.50| 3.30000 2471.70| 3.25000 2434.25 Silt Fence, Type A | | | 0230 680A000 LUMP| 2500.00000 2500.00| 2750.00000 2750.00| 10000.00000 10000.00 Engineering Controls | | | 0240 740B000 237.000 SQFT| 8.00000 1896.00| 11.00000 2607.00| 8.00000 1896.00 Construction Signs | | | 0250 740F002 8.000 EACH| 295.00000 2360.00| 330.00000 2640.00| 160.00000 1280.00 Barricades, Type III | | | 0260 740I005 4.000 EACH| 350.00000 1400.00| 330.00000 1320.00| 175.00000 700.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 468,789.75| $ 488,682.90| $ 492,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 468,789.75| $ 488,682.90| $ 492,500.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 072 -4 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20020927072 COUNTIES : WASHINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 07050 |( 6 ) 14005 |MCINNIS, LLC |GULF EQUIPMENT CORPORATION |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| 60000.00000 60000.00| 30000.00000 30000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 10+00.00 | | | 0020 502A000 210.000 LB | 2.00000 420.00| 1.00000 210.00| 1.00000 210.00 Steel Reinforcement | | | 0030 505M000 2950.000 LF | 20.00000 59000.00| 23.40000 69030.00| 20.00000 59000.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0040 507A000 2.000 EACH| 1700.00000 3400.00| 6000.00000 12000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 35.000 CUYD| 500.00000 17500.00| 400.00000 14000.00| 500.00000 17500.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 99.000 EACH| 75.00000 7425.00| 86.00000 8514.00| 140.00000 13860.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3400.00000 6800.00| 3360.00000 6720.00| 3500.00000 7000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 7.000 EACH| 3800.00000 26600.00| 3740.00000 26180.00| 3800.00000 26600.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 48.000 EACH| 3100.00000 148800.00| 3470.00000 166560.00| 3600.00000 172800.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 16.000 EACH| 3300.00000 52800.00| 3620.00000 57920.00| 3600.00000 57600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 3600.00000 14400.00| 3440.00000 13760.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512D005 12.000 EACH| 3700.00000 44400.00| 3490.00000 41880.00| 3600.00000 43200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0130 512E002 8.000 EACH| 450.00000 3600.00| 570.00000 4560.00| 700.00000 5600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0140 512F002 4.000 EACH| 700.00000 2800.00| 790.00000 3160.00| 1000.00000 4000.00 Precast Concrete Wing Panels, Type W3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 072 -5 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20020927072 COUNTIES : WASHINGTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 07050 |( 6 ) 14005 |MCINNIS, LLC |GULF EQUIPMENT CORPORATION |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512G000 4.000 EACH| 450.00000 1800.00| 570.00000 2280.00| 900.00000 3600.00 Precast Concrete Abutment Wing Cap Pane | | | 0160 600A000 LUMP| 30000.00000 30000.00| 32000.00000 32000.00| 35000.00000 35000.00 Mobilization | | | 0170 610C001 465.000 TON | 30.00000 13950.00| 40.00000 18600.00| 36.00000 16740.00 Loose Riprap, Class 2 | | | 0180 610D003 461.000 SQYD| 3.00000 1383.00| 3.00000 1383.00| 3.00000 1383.00 Filter Blanket, Geotextile | | | 0190 630C003 4.000 EACH| 1000.00000 4000.00| 1120.00000 4480.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0200 630C070 4.000 EACH| 1300.00000 5200.00| 1620.00000 6480.00| 1325.00000 5300.00 Guardrail End Anchor, Type 10 Series | | | 0210 665F000 50.000 EACH| 5.00000 250.00| 6.00000 300.00| 3.00000 150.00 Hay Bales | | | 0220 665J000 749.000 LF | 7.00000 5243.00| 4.00000 2996.00| 3.00000 2247.00 Silt Fence, Type A | | | 0230 680A000 LUMP| 10000.00000 10000.00| 9000.00000 9000.00| 3000.00000 3000.00 Engineering Controls | | | 0240 740B000 237.000 SQFT| 10.00000 2370.00| 15.00000 3555.00| 15.00000 3555.00 Construction Signs | | | 0250 740F002 8.000 EACH| 300.00000 2400.00| 300.00000 2400.00| 400.00000 3200.00 Barricades, Type III | | | 0260 740I005 4.000 EACH| 750.00000 3000.00| 200.00000 800.00| 500.00000 2000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 527,541.00| $ 538,768.00| $ 551,545.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 527,541.00| $ 538,768.00| $ 551,545.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 073 -1 VENDOR RANKING CALL ORDER : 073 CONTRACT ID : 20020927073 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 250 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6700(203) for constructing the Bridge Replacements (5) (Bridge Culverts) and Approaches at various locations as indicated on the plans. Length - 0.373 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 638,000.10 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 766,570.25 120.1521% 3 04009 W. W. DYAR & SONS, INC. $ 824,864.68 129.2891% 4 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 909,812.04 142.6037% 5 12019 LEVERETT CONSTRUCTION COMPANY $ 935,684.40 146.6590% 6 19074 S & M EQUIPMENT CO., INC. $ 942,363.75 147.7059% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 073 -2 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20020927073 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07048 |( 3 ) 04009 |TRI-COUNTY CONCRETE CONSTRU |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 201A000 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 12150.00000 12150.00 Clearing & Grubbing (Approximately 5 | | | Acres) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 4+60.00 | | | 0030 206A001 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 6+00.00 | | | 0040 206A002 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 8+62.54 | | | 0050 206A003 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 17+17.24 | | | 0060 206A004 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 6+82.50 | | | 0070 206D011 615.000 LF | 2.00000 1230.00| 2.00000 1230.00| 2.00000 1230.00 Removing Fence | | | 0080 210A000 965.000 CUYD| 4.00000 3860.00| 10.00000 9650.00| 5.50000 5307.50 Unclassified Excavation | | | 0090 210D001 3539.000 CUYD| 7.50000 26542.50| 8.00000 28312.00| 8.00000 28312.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0100 210D021 349.000 CUYD| 10.00000 3490.00| 10.00000 3490.00| 10.00000 3490.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0110 214A000 440.000 CUYD| 10.00000 4400.00| 60.00000 26400.00| 6.60000 2904.00 Structure Excavation | | | 0120 214B001 590.000 CUYD| 20.00000 11800.00| 20.00000 11800.00| 20.90000 12331.00 Foundation Backfill, Commercial | | | 0130 230A000 16.000 RBST| 200.00000 3200.00| 0.00000 0.00| 900.00000 14400.00 Roadbed Processing | | | 0140 301A012 2905.000 SQYD| 5.00000 14525.00| 3.45000 10022.25| 8.50000 24692.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 401A011 3880.000 SQYD| 5.45000 21146.00| 6.00000 23280.00| 5.45000 21146.00 Bituminous Treatment AKG | | | 0160 502A000 202574.000 LB | 0.40000 81029.60| 0.50000 101287.00| 0.49000 99261.26 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 073 -3 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20020927073 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07048 |( 3 ) 04009 |TRI-COUNTY CONCRETE CONSTRU |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 524A011 1224.000 CUYD| 225.00000 275400.00| 280.00000 342720.00| 280.50000 343332.00 Culvert Concrete (Cast In Place) | | | 0180 600A000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 70000.00000 70000.00 Mobilization | | | 0190 602A000 56.000 EACH| 100.00000 5600.00| 100.00000 5600.00| 75.00000 4200.00 Right Of Way Markers | | | 0200 610C001 2612.000 TON | 20.00000 52240.00| 30.00000 78360.00| 20.90000 54590.80 Loose Riprap, Class 2 | | | 0210 610D002 2574.000 SQYD| 3.00000 7722.00| 3.00000 7722.00| 4.13000 10630.62 Filter Blanket, Geotextile (Non-Woven) | | | 0220 630A001 850.000 LF | 11.00000 9350.00| 10.00000 8500.00| 10.50000 8925.00 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C050 20.000 EACH| 1450.00000 29000.00| 1400.00000 28000.00| 1470.00000 29400.00 Guardrail End Anchor, Type 20 Series | | | 0240 636A000 615.000 LF | 5.00000 3075.00| 4.00000 2460.00| 7.00000 4305.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0250 650A000 915.000 CUYD| 8.00000 7320.00| 10.00000 9150.00| 9.00000 8235.00 Topsoil | | | 0260 650B000 557.000 CUYD| 6.00000 3342.00| 5.00000 2785.00| 4.00000 2228.00 Topsoil From Stockpiles | | | 0270 652A053 5.000 ACRE| 500.00000 2500.00| 500.00000 2500.00| 840.00000 4200.00 Seeding (Mix 1E) | | | 0280 656A000 5.000 ACRE| 500.00000 2500.00| 500.00000 2500.00| 840.00000 4200.00 Mulching, Class A, Type 1 | | | 0290 665F000 250.000 EACH| 5.00000 1250.00| 10.00000 2500.00| 5.00000 1250.00 Hay Bales | | | 0300 665J000 3866.000 LF | 3.00000 11598.00| 7.00000 27062.00| 4.00000 15464.00 Silt Fence, Type A | | | 0310 680A000 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 10000.00000 10000.00 Engineering Controls | | | 0320 740B000 268.000 SQFT| 10.00000 2680.00| 10.00000 2680.00| 10.00000 2680.00 Construction Signs | | | 0330 740F002 8.000 EACH| 200.00000 1600.00| 240.00000 1920.00| 225.00000 1800.00 Barricades, Type III | | | 0340 740I005 8.000 EACH| 200.00000 1600.00| 80.00000 640.00| 150.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 638,000.10| $ 766,570.25| $ 824,864.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 638,000.10| $ 766,570.25| $ 824,864.68 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 073 -4 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20020927073 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 12019 |( 6 ) 19074 |RILEY BRIDGE & ENGINEERING |LEVERETT CONSTRUCTION COMPA |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 201A000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 7500.00000 7500.00 Clearing & Grubbing (Approximately 5 | | | Acres) | | | 0020 206A000 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 5500.00000 5500.00 Removal Of Old Bridge, Station 4+60.00 | | | 0030 206A001 LUMP| 8000.00000 8000.00| 2000.00000 2000.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 6+00.00 | | | 0040 206A002 LUMP| 8000.00000 8000.00| 1500.00000 1500.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 8+62.54 | | | 0050 206A003 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 17+17.24 | | | 0060 206A004 LUMP| 8000.00000 8000.00| 3000.00000 3000.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 6+82.50 | | | 0070 206D011 615.000 LF | 2.00000 1230.00| 0.50000 307.50| 5.00000 3075.00 Removing Fence | | | 0080 210A000 965.000 CUYD| 12.00000 11580.00| 3.25000 3136.25| 8.00000 7720.00 Unclassified Excavation | | | 0090 210D001 3539.000 CUYD| 14.50000 51315.50| 10.00000 35390.00| 15.00000 53085.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0100 210D021 349.000 CUYD| 15.00000 5235.00| 10.00000 3490.00| 20.00000 6980.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0110 214A000 440.000 CUYD| 41.00000 18040.00| 50.00000 22000.00| 18.00000 7920.00 Structure Excavation | | | 0120 214B001 590.000 CUYD| 24.00000 14160.00| 30.00000 17700.00| 23.00000 13570.00 Foundation Backfill, Commercial | | | 0130 230A000 16.000 RBST| 300.00000 4800.00| 1000.00000 16000.00| 350.00000 5600.00 Roadbed Processing | | | 0140 301A012 2905.000 SQYD| 5.90000 17139.50| 10.00000 29050.00| 5.09000 14786.45 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 401A011 3880.000 SQYD| 5.75000 22310.00| 8.00000 31040.00| 6.50000 25220.00 Bituminous Treatment AKG | | | 0160 502A000 202574.000 LB | 0.46000 93184.04| 0.50000 101287.00| 0.75000 151930.50 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 073 -5 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20020927073 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 12019 |( 6 ) 19074 |RILEY BRIDGE & ENGINEERING |LEVERETT CONSTRUCTION COMPA |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 524A011 1224.000 CUYD| 285.00000 348840.00| 400.00000 489600.00| 350.00000 428400.00 Culvert Concrete (Cast In Place) | | | 0180 600A000 LUMP| 85000.00000 85000.00| 12000.00000 12000.00| 25000.00000 25000.00 Mobilization | | | 0190 602A000 56.000 EACH| 120.00000 6720.00| 100.00000 5600.00| 80.00000 4480.00 Right Of Way Markers | | | 0200 610C001 2612.000 TON | 21.00000 54852.00| 23.50000 61382.00| 20.00000 52240.00 Loose Riprap, Class 2 | | | 0210 610D002 2574.000 SQYD| 3.50000 9009.00| 2.00000 5148.00| 2.50000 6435.00 Filter Blanket, Geotextile (Non-Woven) | | | 0220 630A001 850.000 LF | 14.00000 11900.00| 10.00000 8500.00| 11.50000 9775.00 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C050 20.000 EACH| 1650.00000 33000.00| 1400.00000 28000.00| 1610.00000 32200.00 Guardrail End Anchor, Type 20 Series | | | 0240 636A000 615.000 LF | 4.00000 2460.00| 4.50000 2767.50| 8.00000 4920.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0250 650A000 915.000 CUYD| 6.00000 5490.00| 8.50000 7777.50| 12.50000 11437.50 Topsoil | | | 0260 650B000 557.000 CUYD| 7.00000 3899.00| 3.25000 1810.25| 8.00000 4456.00 Topsoil From Stockpiles | | | 0270 652A053 5.000 ACRE| 1000.00000 5000.00| 475.00000 2375.00| 1000.00000 5000.00 Seeding (Mix 1E) | | | 0280 656A000 5.000 ACRE| 1000.00000 5000.00| 375.00000 1875.00| 1000.00000 5000.00 Mulching, Class A, Type 1 | | | 0290 665F000 250.000 EACH| 6.00000 1500.00| 5.00000 1250.00| 5.00000 1250.00 Hay Bales | | | 0300 665J000 3866.000 LF | 6.00000 23196.00| 2.40000 9278.40| 2.05000 7925.30 Silt Fence, Type A | | | 0310 680A000 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| 20000.00000 20000.00 Engineering Controls | | | 0320 740B000 268.000 SQFT| 14.00000 3752.00| 15.00000 4020.00| 8.50000 2278.00 Construction Signs | | | 0330 740F002 8.000 EACH| 700.00000 5600.00| 300.00000 2400.00| 240.00000 1920.00 Barricades, Type III | | | 0340 740I005 8.000 EACH| 700.00000 5600.00| 500.00000 4000.00| 95.00000 760.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 909,812.04| $ 935,684.40| $ 942,363.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 909,812.04| $ 935,684.40| $ 942,363.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 074 -1 VENDOR RANKING CALL ORDER : 074 CONTRACT ID : 20020927074 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6700(205) for constructing the Bridge Replacement and Approaches on C.R.#17 over Splunge Creek in Lynn. Length - 0.089 mi SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 303,563.75 100.0000% 2 23071 WARRIOR CONSTRUCTORS, INC. $ 329,128.75 108.4216% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 539,526.57 177.7309% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 074 -2 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20020927074 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 23071 |( 3 ) 01007 |RILEY BRIDGE & ENGINEERING |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 4000.00000 4000.00 Clearing & Grubbing (Approximately 1.2 | | | ACRES) | | | 0020 206A000 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 9+05.00 | | | 0030 210A000 520.000 CUYD| 6.00000 3120.00| 6.00000 3120.00| 5.00000 2600.00 Unclassified Excavation | | | 0040 210D020 1794.000 CUYD| 9.50000 17043.00| 7.00000 12558.00| 7.50000 13455.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0050 230A000 3.000 RBST| 580.00000 1740.00| 500.00000 1500.00| 500.00000 1500.00 Roadbed Processing | | | 0060 301A012 791.000 SQYD| 13.00000 10283.00| 12.00000 9492.00| 6.00000 4746.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 791.000 SQYD| 2.25000 1779.75| 2.00000 1582.00| 2.00000 1582.00 Bituminous Treatment A | | | 0080 405A000 22.000 GAL | 2.25000 49.50| 2.00000 44.00| 2.00000 44.00 Tack Coat | | | 0090 424A340 40.000 TON | 86.00000 3440.00| 80.00000 3200.00| 80.00000 3200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 424B636 95.000 TON | 66.00000 6270.00| 60.00000 5700.00| 60.00000 5700.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0110 502A000 8250.000 LB | 0.48000 3960.00| 0.50000 4125.00| 0.50000 4125.00 Steel Reinforcement | | | 0120 502B000 LUMP| 18500.00000 18500.00| 9600.00000 9600.00| 23500.00000 23500.00 Steel Reinforcement For Bridge | | | Superstructure, Station 8+67.50, Approx.| | | 38420 lbs. | | | 0130 505G002 20.000 EACH| 115.00000 2300.00| 50.00000 1000.00| 60.00000 1200.00 Pile Points (Type A, 10") | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 074 -3 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20020927074 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 23071 |( 3 ) 01007 |RILEY BRIDGE & ENGINEERING |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 505G004 8.000 EACH| 120.00000 960.00| 100.00000 800.00| 100.00000 800.00 Pile Points (Type A, 14") | | | 0150 505M000 1000.000 LF | 19.50000 19500.00| 19.00000 19000.00| 30.00000 30000.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0160 505M005 320.000 LF | 26.00000 8320.00| 28.00000 8960.00| 35.00000 11200.00 Steel Piling Furnished And Driven(HP | | | 14x89) | | | 0170 508A000 3824.000 LB | 3.75000 14340.00| 3.25000 12428.00| 4.00000 15296.00 Structural Steel | | | 0180 510A000 82.000 CUYD| 325.00000 26650.00| 400.00000 32800.00| 300.00000 24600.00 Bridge Substructure Concrete, Class A | | | 0190 510C001 LUMP| 48000.00000 48000.00| 34750.00000 34750.00| 157500.00000 157500.00 Bridge Concrete Superstructure STA. | | | 8+67.50, APPROX. 139 CU. YDS. | | | 0200 510E000 395.000 SQYD| 11.00000 4345.00| 5.75000 2271.25| 10.00000 3950.00 Grooving Concrete Bridge Decks | | | 0210 511A001 24.000 EACH| 90.00000 2160.00| 100.00000 2400.00| 90.00000 2160.00 Elastomeric Bearings, Type 2 | | | 0220 513B004 586.000 LF | 55.00000 32230.00| 95.00000 55670.00| 80.00000 46880.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0230 600A000 LUMP| 16000.00000 16000.00| 30000.00000 30000.00| 98500.00000 98500.00 Mobilization | | | 0240 610C001 873.000 TON | 21.00000 18333.00| 20.00000 17460.00| 18.00000 15714.00 Loose Riprap, Class 2 | | | 0250 610D002 680.000 SQYD| 3.50000 2380.00| 3.00000 2040.00| 3.50000 2380.00 Filter Blanket, Geotextile (Non-Woven) | | | 0260 630A001 50.000 LF | 16.25000 812.50| 12.50000 625.00| 16.00000 800.00 Steel Beam Guardrail, Class A, Type 2 | | | 0270 630C003 4.000 EACH| 1100.00000 4400.00| 1050.00000 4200.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0280 630C070 4.000 EACH| 1400.00000 5600.00| 1250.00000 5000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0290 650A000 247.000 CUYD| 8.00000 1976.00| 18.50000 4569.50| 7.50000 1852.50 Topsoil | | | 0300 652A053 1.000 ACRE| 800.00000 800.00| 1500.00000 1500.00| 600.00000 600.00 Seeding (Mix 1E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 074 -4 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20020927074 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 23071 |( 3 ) 01007 |RILEY BRIDGE & ENGINEERING |WARRIOR CONSTRUCTORS, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 654A000 22.000 SQYD| 6.50000 143.00| 8.00000 176.00| 4.00000 88.00 Solid Sodding | | | 0320 656A000 1.000 ACRE| 775.00000 775.00| 1500.00000 1500.00| 600.00000 600.00 Mulching, Class A, Type 1 | | | 0330 665F000 24.000 EACH| 7.25000 174.00| 7.00000 168.00| 5.00000 120.00 Hay Bales | | | 0340 665I000 25.000 TON | 20.00000 500.00| 25.00000 625.00| 25.00000 625.00 Temporary Riprap, Class 2 | | | 0350 665J000 1900.000 LF | 3.40000 6460.00| 5.00000 9500.00| 5.00000 9500.00 Silt Fence, Type A | | | 0360 665K000 20.000 CUYD| 3.00000 60.00| 20.00000 400.00| 20.00000 400.00 Drainage Sump Excavation | | | 0370 680A000 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 5000.00000 5000.00 Engineering Controls | | | 0380 740B000 191.000 SQFT| 10.00000 1910.00| 15.00000 2865.00| 9.06250 1730.94 Construction Signs | | | 0390 740F002 10.000 EACH| 450.00000 4500.00| 400.00000 4000.00| 287.50000 2875.00 Barricades, Type III | | | 0400 740I005 5.000 EACH| 450.00000 2250.00| 500.00000 2500.00| 260.62500 1303.13 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 303,563.75| $ 329,128.75| $ 539,526.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 303,563.75| $ 329,128.75| $ 539,526.57 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 075 -1 VENDOR RANKING CALL ORDER : 075 CONTRACT ID : 20020927075 COUNTIES : CALHOUN LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-7445(600) for constructing the Resurfacing and Traffic Stripe on Cedar Springs Road from the Weaver city limits to the Alexandria-Jacksonville Highway. Length 1.348 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 151,742.49 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 158,340.12 104.3479% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 075 -2 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20020927075 COUNTIES : CALHOUN LETTING DATE : 09/27/02 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 401B113 15823.000 SQYD| 0.95000 15031.85| 0.69000 10917.87| Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0020 405A000 1050.000 GAL | 1.60000 1680.00| 0.00000 0.00| Tack Coat | | | 0030 424A340 970.000 TON | 35.07000 34017.90| 38.00000 36860.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A346 150.000 TON | 48.74000 7311.00| 38.00000 5700.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B636 1740.000 TON | 31.15000 54201.00| 30.00000 52200.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0060 424B640 100.000 TON | 56.37000 5637.00| 75.00000 7500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 430B043 534.000 TON | 17.19000 9179.46| 16.50000 8811.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 5827.54000 5827.54| 17000.00000 17000.00| Mobilization | | | 0090 701A031 3.000 MILE| 2060.00000 6180.00| 2000.00000 6000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 2.000 MILE| 2575.00000 5150.00| 2500.00000 5000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 1.000 MILE| 772.50000 772.50| 750.00000 750.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 075 -3 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20020927075 COUNTIES : CALHOUN LETTING DATE : 09/27/02 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 701C000 1.000 MILE| 515.00000 515.00| 500.00000 500.00| Broken Temporary Traffic Stripe | | | 0130 701C001 3.000 MILE| 515.00000 1545.00| 500.00000 1500.00| Solid Temporary Traffic Stripe | | | 0140 703A002 180.000 SQFT| 2.58000 464.40| 2.50000 450.00| Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 45.000 EACH| 5.15000 231.75| 5.00000 225.00| Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 133.000 EACH| 5.40000 718.20| 5.25000 698.25| Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 222.000 SQFT| 7.73000 1716.06| 12.00000 2664.00| Construction Signs | | | 0180 740O000 1.000 EACH| 1563.83000 1563.83| 1564.00000 1564.00| Pilot Car | | | SECTION TOTALS | $ 151,742.49| $ 158,340.12| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 151,742.49| $ 158,340.12| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 076 -1 VENDOR RANKING CALL ORDER : 076 CONTRACT ID : 20020927076 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-7932(600) for constructing the Bridge Replacement on Bull Slough Road at the North River north of Tuscaloosa. Length 0.053 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02081 BRASFIELD & GORRIE, L.L.C. $ 1,137,839.60 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 1,257,669.92 110.5314% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,368,821.50 120.3000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 076 -2 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20020927076 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 19007 |( 3 ) 01007 |BRASFIELD & GORRIE, L.L.C. |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 27000.00000 27000.00| 5000.00000 5000.00| 1000.00000 1000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 165000.00000 165000.00| 110000.00000 110000.00| 100000.00000 100000.00 Removal Of Old Bridge, Station 5+71.64 | | | 0030 210A000 466.000 CUYD| 17.00000 7922.00| 11.25000 5242.50| 30.00000 13980.00 Unclassified Excavation | | | 0040 502A001 76562.000 LB | 0.43000 32921.66| 0.51000 39046.62| 0.50000 38281.00 Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 30000.00000 30000.00| 33000.00000 33000.00| 40000.00000 40000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 5+40, APPROX. | | | 65082 LBS. | | | 0060 505M002 333.000 LF | 50.00000 16650.00| 34.00000 11322.00| 28.00000 9324.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 506A006 45.000 LF | 210.00000 9450.00| 655.00000 29475.00| 215.00000 9675.00 Drilled Shaft Excavation, 5'-6" Diamete | | | 0080 506B001 18.000 LF | 262.50000 4725.00| 635.00000 11430.00| 270.00000 4860.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0090 506B006 110.000 LF | 1050.00000 115500.00| 1400.00000 154000.00| 1070.00000 117700.00 Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0100 506C040 18.000 LF | 26.25000 472.50| 210.00000 3780.00| 27.00000 486.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0110 506C045 280.000 LF | 234.00000 65520.00| 335.00000 93800.00| 175.00000 49000.00 Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0120 506F009 220.000 LF | 231.00000 50820.00| 275.00000 60500.00| 235.00000 51700.00 Permanent Drilled Shaft Casing, 5'-6" | | | Diameter | | | 0130 506G005 6.000 EACH| 1575.00000 9450.00| 2025.00000 12150.00| 1600.00000 9600.00 Crosshole Sonic Logging, 5'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 076 -3 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20020927076 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 19007 |( 3 ) 01007 |BRASFIELD & GORRIE, L.L.C. |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 508A000 5787.000 LB | 2.50000 14467.50| 3.25000 18807.75| 3.00000 17361.00 Structural Steel | | | 0150 510A000 146.000 CUYD| 680.00000 99280.00| 600.00000 87600.00| 355.00000 51830.00 Bridge Substructure Concrete, Class A | | | 0160 510C051 LUMP| 180000.00000 180000.00| 185000.00000 185000.00| 427000.00000 427000.00 Bridge Concrete Superstructure, STA. | | | 5+40, APPROX. 266 CU. YDS. | | | 0170 510E000 747.000 SQYD| 3.26000 2435.22| 5.65000 4220.55| 5.00000 3735.00 Grooving Concrete Bridge Decks | | | 0180 511A001 32.000 EACH| 210.00000 6720.00| 220.00000 7040.00| 300.00000 9600.00 Elastomeric Bearings, Type 2 | | | 0190 513B004 470.000 LF | 75.00000 35250.00| 73.00000 34310.00| 90.00000 42300.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0200 513B005 637.000 LF | 86.00000 54782.00| 97.00000 61789.00| 130.00000 82810.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0210 600A000 LUMP| 135000.00000 135000.00| 243000.00000 243000.00| 230850.00000 230850.00 Mobilization | | | 0220 610C001 461.000 TON | 20.00000 9220.00| 25.00000 11525.00| 25.00000 11525.00 Loose Riprap, Class 2 | | | 0230 610D000 432.000 SQYD| 3.40000 1468.80| 3.50000 1512.00| 2.50000 1080.00 Filter Blanket | | | 0240 630A001 50.000 LF | 16.50000 825.00| 12.00000 600.00| 16.50000 825.00 Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C003 4.000 EACH| 1210.00000 4840.00| 900.00000 3600.00| 1210.00000 4840.00 Guardrail End Anchor, Type 13 | | | 0260 630C070 4.000 EACH| 1250.00000 5000.00| 1300.00000 5200.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0270 665F000 25.000 EACH| 5.00000 125.00| 7.50000 187.50| 15.00000 375.00 Hay Bales | | | 0280 665I000 68.000 TON | 18.00000 1224.00| 25.00000 1700.00| 30.00000 2040.00 Temporary Riprap, Class 2 | | | 0290 665J000 1560.000 LF | 2.45000 3822.00| 3.80000 5928.00| 10.00000 15600.00 Silt Fence, Type A | | | 0300 665K000 20.000 CUYD| 10.00000 200.00| 10.00000 200.00| 50.00000 1000.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 076 -4 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20020927076 COUNTIES : TUSCALOOSA LETTING DATE : 09/27/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02081 |( 2 ) 19007 |( 3 ) 01007 |BRASFIELD & GORRIE, L.L.C. |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 665L000 380.000 LF | 10.00000 3800.00| 15.00000 5700.00| 20.00000 7600.00 Floating Basin Boom | | | 0320 680A000 LUMP| 40000.00000 40000.00| 7000.00000 7000.00| 1000.00000 1000.00 Engineering Controls | | | 0330 740B000 109.000 SQFT| 7.88000 858.92| 8.00000 872.00| 10.50000 1144.50 Construction Signs | | | 0340 740F002 12.000 EACH| 163.00000 1956.00| 165.00000 1980.00| 325.00000 3900.00 Barricades, Type III | | | 0350 740I005 6.000 EACH| 189.00000 1134.00| 192.00000 1152.00| 300.00000 1800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,137,839.60| $ 1,257,669.92| $ 1,368,821.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,137,839.60| $ 1,257,669.92| $ 1,368,821.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/01/02 PAGE : 077 -1 VENDOR RANKING CALL ORDER : 077 CONTRACT ID : 20020927077 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : MG-8558(600) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#86 (Pulaski Pike) from C.R.#92 to the northern boundary of the North Huntsville Industrial Park. Length - 1.127 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 1,834,331.99 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,916,584.18 104.4840% 3 18037 REED CONTRACTING SERVICES, INC. $ 1,951,723.10 106.3997% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/01/02 PAGE : 077 -2 TABULATION OF BIDS CALL ORDER : 077 CONTRACT ID : 20020927077 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 73855.10000 73855.10| 17878.54000 17878.54| 27000.00000 27000.00 Clearing & Grubbing (Approximately 20 | | | acres) | | | 0020 206D000 1369.000 LF | 4.00000 5476.00| 2.40000 3285.60| 5.50000 7529.50 Removing Pipe | | | 0030 206D003 1654.000 LF | 4.00000 6616.00| 3.24000 5358.96| 2.00000 3308.00 Removing Curb And Gutter | | | 0040 206E043 253.000 EACH| 1.00000 253.00| 1.02000 258.06| 1.50000 379.50 Removing Raised Pavement Markers | | | 0050 210A000 28606.000 CUYD| 3.15000 90108.90| 3.96000 113279.76| 3.15000 90108.90 Unclassified Excavation | | | 0060 210D000 6948.000 CUYD| 5.45000 37866.60| 3.96000 27514.08| 5.70000 39603.60 Borrow Excavation | | | 0070 214A000 10539.000 CUYD| 5.00000 52695.00| 0.01000 105.39| 4.15000 43736.85 Structure Excavation | | | 0080 214B000 600.000 CUYD| 4.50000 2700.00| 0.01000 6.00| 8.50000 5100.00 Foundation Backfill, Local | | | 0090 214B001 100.000 CUYD| 22.00000 2200.00| 8.12000 812.00| 15.00000 1500.00 Foundation Backfill, Commercial | | | 0100 214B002 442.000 CUYD| 22.00000 9724.00| 8.12000 3589.04| 16.00000 7072.00 Foundation Backfill, Commercial (ALDOT | | | #467) | | | 0110 231B002 5182.000 TON | 11.20000 58038.40| 14.56000 75449.92| 11.60000 60111.20 Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0120 301A012 47942.000 SQYD| 3.90000 186973.80| 3.69000 176905.98| 3.52000 168755.84 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 42719.000 SQYD| 0.35000 14951.65| 0.48000 20505.12| 0.55000 23495.45 Bituminous Treatment A | | | 0140 405A000 3768.000 GAL | 1.00000 3768.00| 1.41000 5312.88| 1.30000 4898.40 Tack Coat | | | 0150 408A051 2149.000 SQYD| 1.50000 3223.50| 2.56000 5501.44| 2.35000 5050.15 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/01/02 PAGE : 077 -3 TABULATION OF BIDS CALL ORDER : 077 CONTRACT ID : 20020927077 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424A340 2471.000 TON | 38.95000 96245.45| 39.54000 97703.34| 40.95000 101187.45 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0170 424B636 4699.000 TON | 28.81000 135378.19| 30.97000 145528.03| 36.25000 170338.75 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0180 424B640 72.000 TON | 30.00000 2160.00| 38.46000 2769.12| 57.00000 4104.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0190 424C341 6942.000 TON | 27.85000 193334.70| 28.67000 199027.14| 35.45000 246093.90 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0200 430B018 7.000 TON | 15.00000 105.00| 16.90000 118.30| 25.00000 175.00 Aggregate Surfacing (ALDOT #410 | | | Modified Or #467) | | | 0210 502A000 29852.000 LB | 0.58000 17314.16| 0.56000 16717.12| 0.61000 18209.72 Steel Reinforcement | | | 0220 524B011 151.000 CUYD| 304.50000 45979.50| 295.80000 44665.80| 310.00000 46810.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0230 530A001 1564.000 LF | 19.05000 29794.20| 25.51000 39897.64| 25.00000 39100.00 18" Roadway Pipe (Class 3 R.C.) | | | 0240 530A003 68.000 LF | 33.85000 2301.80| 36.67000 2493.56| 44.00000 2992.00 30" Roadway Pipe (Class 3 R.C.) | | | 0250 533A098 942.000 LF | 15.60000 14695.20| 23.95000 22560.90| 17.50000 16485.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0260 533A099 696.000 LF | 24.10000 16773.60| 26.59000 18506.64| 23.50000 16356.00 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0270 533A100 2668.000 LF | 32.10000 85642.80| 34.77000 92766.36| 31.90000 85109.20 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0280 533A101 706.000 LF | 42.55000 30040.30| 43.93000 31014.58| 37.00000 26122.00 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0290 533A102 171.000 LF | 52.50000 8977.50| 52.70000 9011.70| 50.00000 8550.00 42" Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/01/02 PAGE : 077 -4 TABULATION OF BIDS CALL ORDER : 077 CONTRACT ID : 20020927077 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 533A103 911.000 LF | 64.60000 58850.60| 64.18000 58467.98| 57.00000 51927.00 48" Storm Sewer Pipe (Class 3 R.C.) | | | 0310 533B099 18.000 LF | 30.10000 541.80| 38.74000 697.32| 42.00000 756.00 29" Span, 18" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0320 533B101 457.000 LF | 57.10000 26094.70| 67.02000 30628.14| 63.40000 28973.80 44" Span, 27" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0330 600A000 LUMP| 47700.00000 47700.00| 172074.05000 172074.05| 60000.00000 60000.00 Mobilization | | | 0340 601A000 1.000 EACH| 3500.00000 3500.00| 3285.83000 3285.83| 8000.00000 8000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0350 602A000 11.000 EACH| 125.00000 1375.00| 188.27000 2070.97| 75.00000 825.00 Right Of Way Markers | | | 0360 603A002 1.000 EACH| 7500.00000 7500.00| 20682.12000 20682.12| 8000.00000 8000.00 Furnishing Type 3 Field Office | | | 0370 610C001 66.000 TON | 17.00000 1122.00| 21.23000 1401.18| 20.00000 1320.00 Loose Riprap, Class 2 | | | 0380 610D003 66.000 SQYD| 1.95000 128.70| 9.31000 614.46| 3.00000 198.00 Filter Blanket, Geotextile | | | 0390 614A000 175.000 CUYD| 210.00000 36750.00| 192.83000 33745.25| 214.50000 37537.50 Slope Paving | | | 0410 618B003 154.000 SQYD| 40.00000 6160.00| 37.72000 5808.88| 26.00000 4004.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0420 619A101 1.000 EACH| 750.00000 750.00| 575.80000 575.80| 441.00000 441.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0430 621A005 1.000 EACH| 1750.00000 1750.00| 2142.00000 2142.00| 2310.00000 2310.00 Junction Boxes, Type 1 | | | 0440 621B005 1.000 EACH| 575.00000 575.00| 714.00000 714.00| 770.00000 770.00 Junction Box Units, Type 1 | | | 0450 621C002 11.000 EACH| 1280.00000 14080.00| 1428.00000 15708.00| 1540.00000 16940.00 Inlets, Type C, P1 Or P3 | | | 0460 621C015 43.000 EACH| 2050.00000 88150.00| 2034.90000 87500.70| 2195.00000 94385.00 Inlets, Type S1 Or S3 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/01/02 PAGE : 077 -5 TABULATION OF BIDS CALL ORDER : 077 CONTRACT ID : 20020927077 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 621C016 16.000 EACH| 2050.00000 32800.00| 2295.00000 36720.00| 2475.00000 39600.00 Inlets, Type S2 Or S4 (1 Wing) | | | 0480 621C017 1.000 EACH| 2120.00000 2120.00| 2346.00000 2346.00| 2530.00000 2530.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0490 621C018 1.000 EACH| 2150.00000 2150.00| 2550.00000 2550.00| 2750.00000 2750.00 Inlets, Type S2 Or S4 (2 Wing) | | | 0500 621D002 1.000 EACH| 285.00000 285.00| 265.20000 265.20| 286.00000 286.00 Inlet Units, Type C | | | 0510 621D015 13.000 EACH| 385.00000 5005.00| 535.50000 6961.50| 578.00000 7514.00 Inlet Units, Type S1 Or S3 | | | 0520 621D016 25.000 EACH| 525.00000 13125.00| 663.00000 16575.00| 715.00000 17875.00 Inlet Units, Type S2 Or S4 | | | 0530 623C000 10956.000 LF | 7.80000 85456.80| 8.10000 88743.60| 7.98000 87428.88 Combination Curb & Gutter, Type C | | | 0540 637A000 986.000 LF | 2.00000 1972.00| 5.67000 5590.62| 10.00000 9860.00 Fence Reset | | | 0550 650B000 3095.000 CUYD| 3.25000 10058.75| 5.29000 16372.55| 7.00000 21665.00 Topsoil From Stockpiles | | | 0560 652A050 7.000 ACRE| 550.00000 3850.00| 510.00000 3570.00| 603.75000 4226.25 Seeding (Mix 1A) | | | 0570 652B050 4.000 ACRE| 435.00000 1740.00| 510.00000 2040.00| 483.00000 1932.00 Temporary Seeding (Mix 1AT) | | | 0580 654A000 6906.000 SQYD| 4.15000 28659.90| 3.06000 21132.36| 3.50000 24171.00 Solid Sodding | | | 0590 656A000 7.000 ACRE| 515.00000 3605.00| 408.00000 2856.00| 546.25000 3823.75 Mulching, Class A, Type 1 | | | 0600 659A000 2070.000 SQYD| 2.20000 4554.00| 2.30000 4761.00| 2.30000 4761.00 Erosion Control Netting, Class A | | | 0610 665B000 4.000 ACRE| 435.00000 1740.00| 306.00000 1224.00| 483.00000 1932.00 Temporary Mulching | | | 0620 665F000 152.000 EACH| 4.00000 608.00| 12.35000 1877.20| 4.00000 608.00 Hay Bales | | | 0630 665G000 130.000 EACH| 2.25000 292.50| 4.93000 640.90| 5.00000 650.00 Sand Bags | | | 0640 665I000 80.000 TON | 25.00000 2000.00| 17.11000 1368.80| 20.00000 1600.00 Temporary Riprap, Class 2 | | | 0650 665J000 6275.000 LF | 2.10000 13177.50| 2.75000 17256.25| 2.25000 14118.75 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/01/02 PAGE : 077 -6 TABULATION OF BIDS CALL ORDER : 077 CONTRACT ID : 20020927077 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 665K000 60.000 CUYD| 7.00000 420.00| 3.45000 207.00| 12.00000 720.00 Drainage Sump Excavation | | | 0670 680A000 LUMP| 49000.00000 49000.00| 26978.63000 26978.63| 40000.00000 40000.00 Engineering Controls | | | 0680 701A031 1.000 MILE| 1400.00000 1400.00| 1428.00000 1428.00| 1540.00000 1540.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0690 701A035 3.000 MILE| 1200.00000 3600.00| 1224.00000 3672.00| 1540.00000 4620.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0700 701A040 2.000 MILE| 600.00000 1200.00| 612.00000 1224.00| 715.00000 1430.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0710 701A045 3.000 MILE| 600.00000 1800.00| 612.00000 1836.00| 715.00000 2145.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0720 701B005 325.000 LF | 0.75000 243.75| 0.77000 250.25| 1.10000 357.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0730 701C002 5.000 MILE| 330.00000 1650.00| 336.60000 1683.00| 374.00000 1870.00 Broken Temporary Traffic Stripe (Paint) | | | 0740 701C003 10.000 MILE| 350.00000 3500.00| 357.00000 3570.00| 396.00000 3960.00 Solid Temporary Traffic Stripe (Paint) | | | 0750 701D005 4.000 MILE| 1500.00000 6000.00| 1530.00000 6120.00| 1760.00000 7040.00 Solid Traffic Stripe Removed | | | 0760 701D014 1.000 MILE| 1200.00000 1200.00| 1224.00000 1224.00| 1650.00000 1650.00 Broken Traffic Stripe Removed (Paint) | | | 0770 701F001 944.000 LF | 0.50000 472.00| 0.51000 481.44| 0.55000 519.20 Dotted Temporary Traffic Stripe (Paint) | | | 0780 701H010 120.000 LF | 0.40000 48.00| 0.41000 49.20| 0.55000 66.00 Dotted Traffic Stripe Removed (Paint) | | | 0790 703A002 2771.000 SQFT| 2.25000 6234.75| 2.30000 6373.30| 2.55000 7066.05 Traffic Control Markings, Class 2, Type | | | A | | | 0800 703B002 113.000 SQFT| 3.00000 339.00| 3.06000 345.78| 3.30000 372.90 Traffic Control Legends, Class 2, Type | | | 0810 703C000 368.000 SQFT| 1.00000 368.00| 1.02000 375.36| 1.40000 515.20 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/01/02 PAGE : 077 -7 TABULATION OF BIDS CALL ORDER : 077 CONTRACT ID : 20020927077 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 703D002 552.000 SQFT| 1.30000 717.60| 1.33000 734.16| 1.55000 855.60 Temporary Traffic Control Markings | | | (Paint) | | | 0830 703E002 90.000 SQFT| 1.70000 153.00| 1.73000 155.70| 2.10000 189.00 Temporary Traffic Control Legends | | | (Paint) | | | 0840 705A011 188.000 EACH| 4.90000 921.20| 5.00000 940.00| 5.50000 1034.00 Pavement Markers, Class C, Type 1-A | | | 0850 705A023 65.000 EACH| 4.90000 318.50| 5.00000 325.00| 5.50000 357.50 Pavement Markers, Class C, Type 2-D | | | 0860 705A030 27.000 EACH| 5.00000 135.00| 5.10000 137.70| 5.75000 155.25 Pavement Markers, Class A-H, Type 2-C | | | 0870 705A031 122.000 EACH| 5.00000 610.00| 5.10000 622.20| 5.75000 701.50 Pavement Markers, Class A-H, Type 1-A | | | 0880 705A032 184.000 EACH| 5.00000 920.00| 5.10000 938.40| 5.75000 1058.00 Pavement Markers, Class A-H, Type 1-B | | | 0890 705A037 224.000 EACH| 5.00000 1120.00| 5.10000 1142.40| 5.75000 1288.00 Pavement Markers, Class A-H, Type 2-D | | | 0900 705A038 162.000 EACH| 5.00000 810.00| 5.10000 826.20| 5.75000 931.50 Pavement Markers, Class A-H, Type 2-E | | | 0910 710A115 50.000 SQFT| 20.58000 1029.00| 25.50000 1275.00| 23.55000 1177.50 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0920 710A126 18.000 SQFT| 20.58000 370.44| 28.56000 514.08| 43.17000 777.06 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0930 740B000 365.000 SQFT| 13.11000 4785.15| 12.11000 4420.15| 22.00000 8030.00 Construction Signs | | | 0940 740D000 206.000 EACH| 20.00000 4120.00| 2.24000 461.44| 65.00000 13390.00 Channelizing Drums | | | 0950 740E000 100.000 EACH| 9.50000 950.00| 0.01000 1.00| 14.00000 1400.00 Cones (36 Inches High) | | | 0960 740F002 13.000 EACH| 240.00000 3120.00| 12.30000 159.90| 400.00000 5200.00 Barricades, Type III | | | 0970 740M001 100.000 EACH| 0.07000 7.00| 0.01000 1.00| 7.75000 775.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/01/02 PAGE : 077 -8 TABULATION OF BIDS CALL ORDER : 077 CONTRACT ID : 20020927077 COUNTIES : MADISON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01018 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |APAC-ALABAMA, INC. |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 741C010 1.000 EACH| 750.00000 750.00| 1.23000 1.23| 6930.00000 6930.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0990 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,834,331.99| $ 1,916,584.18| $ 1,951,723.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,834,331.99| $ 1,916,584.18| $ 1,951,723.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 081 -1 VENDOR RANKING CALL ORDER : 081 CONTRACT ID : 20020927081 COUNTIES : DALLAS LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-024-005-201 for constructing the Resurfacing and Traffic Stripe on S.R.#5 from C.R.#21 near Browns to the Perry County line. Length - 7.847 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 1,278,515.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 081 -2 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20020927081 COUNTIES : DALLAS LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( ) |( ) |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D021 7800.000 CUYD| 8.25000 64350.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 401B113 120000.000 SQYD| 0.47000 56400.00| | Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0030 405A000 8500.000 GAL | 0.75000 6375.00| | Tack Coat | | | 0040 424A361 10000.000 TON | 36.30000 363000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424B651 13500.000 TON | 33.20000 448200.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 300.000 TON | 60.00000 18000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B658 1800.000 TON | 37.00000 66600.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 55100.00000 55100.00| | Mobilization | | | 0090 652A056 17.000 ACRE| 400.00000 6800.00| | Seeding (Mix 2E) | | | 0100 656A000 17.000 ACRE| 350.00000 5950.00| | Mulching, Class A, Type 1 | | | 0110 665F000 150.000 EACH| 8.00000 1200.00| | Hay Bales | | | 0120 665J000 2500.000 LF | 3.00000 7500.00| | Silt Fence, Type A | | | 0130 701C000 24.000 MILE| 300.00000 7200.00| | Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 081 -3 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20020927081 COUNTIES : DALLAS LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( ) |( ) |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C001 69.000 MILE| 320.00000 22080.00| | Solid Temporary Traffic Stripe | | | 0150 701F000 1005.000 LF | 0.20000 201.00| | Dotted Temporary Traffic Stripe | | | 0160 701G125 1900.000 LF | 3.10000 5890.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701G129 400.000 LF | 1.85000 740.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G133 1100.000 LF | 3.32000 3652.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701H001 3000.000 LF | 0.50000 1500.00| | Solid Traffic Stripe Removed (Plastic) | | | 0200 701H006 400.000 LF | 0.50000 200.00| | Broken Traffic Stripe Removed (Plastic) | | | 0210 702A041 17.000 MILE| 3950.00000 67150.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 702A042 8.000 MILE| 1975.00000 15800.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 702A043 6.000 MILE| 3950.00000 23700.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0240 702B011 335.000 LF | 1.80000 603.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 0250 703A002 350.000 SQFT| 2.00000 700.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0260 703B002 90.000 SQFT| 3.00000 270.00| | Traffic Control Legends, Class 2, Type | | | 0270 703D001 180.000 SQFT| 1.30000 234.00| | Temporary Traffic Control Markings | | | 0280 703E001 700.000 SQFT| 1.30000 910.00| | Temporary Traffic Control Legends | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 081 -4 TABULATION OF BIDS CALL ORDER : 081 CONTRACT ID : 20020927081 COUNTIES : DALLAS LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( ) |( ) |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 705A032 490.000 EACH| 4.70000 2303.00| | Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 300.000 EACH| 4.90000 1470.00| | Pavement Markers, Class A-H, Type 2-D | | | 0310 731A012 1.000 EACH| 9500.00000 9500.00| | Traffic Counting Unit, Type M | | | 0320 740B000 1038.000 SQFT| 11.50000 11937.00| | Construction Signs | | | 0330 740E000 150.000 EACH| 12.00000 1800.00| | Cones (36 Inches High) | | | 0340 740M001 150.000 EACH| 8.00000 1200.00| | Ballast For Cone | | | SECTION TOTALS | $ 1,278,515.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,278,515.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 082 -1 VENDOR RANKING CALL ORDER : 082 CONTRACT ID : 20020927082 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : ST-037-075-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#75 from Huffman Road to south of Hillview Lane in Pinson. Length 3.270 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 790,420.87 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 846,581.68 107.1052% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 882,360.88 111.6318% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 082 -2 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20020927082 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07002 |( 3 ) 04013 |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305A040 60.000 CUYD| 25.71000 1542.60| 25.00000 1500.00| 28.30000 1698.00 Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0020 405A000 4498.000 GAL | 1.18000 5307.64| 2.00000 8996.00| 0.90000 4048.20 Tack Coat | | | 0030 408A052 149781.000 SQYD| 0.54000 80881.74| 0.42000 62908.02| 1.02000 152776.62 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 11842.000 TON | 31.44000 372312.48| 36.20000 428680.40| 33.64000 398364.88 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A366 400.000 TON | 32.41000 12964.00| 20.00000 8000.00| 40.70000 16280.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A370 522.000 TON | 48.18000 25149.96| 38.00000 19836.00| 46.44000 24241.68 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B656 200.000 TON | 73.78000 14756.00| 50.00000 10000.00| 49.94000 9988.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 33580.00000 33580.00| 76097.16000 76097.16| 31573.15000 31573.15 Mobilization | | | 0090 665F000 50.000 EACH| 14.13000 706.50| 5.00000 250.00| 3.61000 180.50 Hay Bales | | | 0100 665J000 150.000 LF | 8.10000 1215.00| 5.00000 750.00| 3.61000 541.50 Silt Fence, Type A | | | 0110 701C000 10.000 MILE| 357.00000 3570.00| 340.00000 3400.00| 386.34000 3863.40 Broken Temporary Traffic Stripe | | | 0120 701C001 4.000 MILE| 399.00000 1596.00| 380.00000 1520.00| 431.79000 1727.16 Solid Temporary Traffic Stripe | | | 0130 702A040 7.000 MILE| 1968.75000 13781.25| 1975.00000 13825.00| 2130.54000 14913.78 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 082 -3 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20020927082 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07002 |( 3 ) 04013 |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 702A041 8.000 MILE| 4148.00000 33184.00| 3950.00000 31600.00| 4488.33000 35906.64 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A042 3.000 MILE| 2075.00000 6225.00| 1975.00000 5925.00| 2244.17000 6732.51 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 6.000 MILE| 4148.00000 24888.00| 3950.00000 23700.00| 4488.33000 26929.98 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 6811.000 LF | 1.89000 12872.79| 1.80000 12259.80| 2.04000 13894.44 Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 7668.000 SQFT| 2.00000 15336.00| 1.90000 14569.20| 2.16000 16562.88 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 2432.000 SQFT| 3.04000 7393.28| 2.90000 7052.80| 3.30000 8025.60 Traffic Control Legends, Class 2, Type | | | 0200 703D001 3410.000 SQFT| 0.63000 2148.30| 1.30000 4433.00| 0.69000 2352.90 Temporary Traffic Control Markings | | | 0210 705A030 84.000 EACH| 5.51000 462.84| 5.25000 441.00| 5.96000 500.64 Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 455.000 EACH| 5.25000 2388.75| 5.00000 2275.00| 5.69000 2588.95 Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 180.000 EACH| 5.25000 945.00| 5.00000 900.00| 5.69000 1024.20 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 206.000 EACH| 5.51000 1135.06| 5.25000 1081.50| 5.96000 1227.76 Pavement Markers, Class A-H, Type 2-D | | | 0250 730H001 35383.000 LF | 2.10000 74304.30| 2.00000 70766.00| 2.27000 80319.41 Loop Wire | | | 0260 730I001 2850.000 LF | 1.58000 4503.00| 1.50000 4275.00| 1.71000 4873.50 Loop Detector Lead-In-Cable | | | 0270 740B000 960.000 SQFT| 8.25000 7920.00| 7.85000 7536.00| 8.72000 8371.20 Construction Signs | | | 0280 740C000 64.000 SQFT| 8.35000 534.40| 7.95000 508.80| 9.62000 615.68 Special Construction Signs | | | 0290 740D000 154.000 EACH| 55.65000 8570.10| 60.00000 9240.00| 30.06000 4629.24 Channelizing Drums | | | 0300 740E000 624.000 EACH| 20.45000 12760.80| 12.50000 7800.00| 7.52000 4692.48 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 082 -4 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20020927082 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07002 |( 3 ) 04013 |APAC-ALABAMA, INC. |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740M001 624.000 EACH| 7.67000 4786.08| 6.50000 4056.00| 3.91000 2439.84 Ballast For Cone | | | 0320 741C010 2.000 EACH| 1350.00000 2700.00| 1200.00000 2400.00| 238.08000 476.16 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 790,420.87| $ 846,581.68| $ 882,360.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 790,420.87| $ 846,581.68| $ 882,360.88 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -1 VENDOR RANKING CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-037-007-002 for constructing the Widening for Turn Lanes (Grade, Drainage and Pavement) on S.R.#7 (U.S.#11) from Saddlewood Drive to Paine Elementary School in Trussville. Length 0.420 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 581,990.85 100.0000% 2 16048 WALKER PATTON COMPANY, INC. $ 599,443.27 102.9987% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 606,034.97 104.1314% 4 18050 RICHARDS & SONS CONSTRUCTION CO., INC. $ 616,768.69 105.9757% 5 01018 APAC-ALABAMA, INC. $ 656,888.79 112.8693% 6 07011 GROUT, INCORPORATED $ 674,980.40 115.9778% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -2 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 16048 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 40000.00000 40000.00| 13000.00000 13000.00| 13785.08000 13785.08 Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206B000 LUMP| 1500.00000 1500.00| 6000.00000 6000.00| 2486.55000 2486.55 Removal Of Old Box Culvert, Station | | | 27+12 | | | 0030 206D000 328.000 LF | 5.00000 1640.00| 7.50000 2460.00| 7.96000 2610.88 Removing Pipe | | | 0040 206D003 253.000 LF | 3.00000 759.00| 4.50000 1138.50| 4.97000 1257.41 Removing Curb And Gutter | | | 0050 210A000 1029.000 CUYD| 13.00000 13377.00| 11.00000 11319.00| 19.90000 20477.10 Unclassified Excavation | | | 0060 210D001 1639.000 CUYD| 8.00000 13112.00| 17.00000 27863.00| 14.92000 24453.88 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 2369.000 CUYD| 5.00000 11845.00| 8.50000 20136.50| 4.97000 11773.93 Structure Excavation | | | 0080 214B001 558.000 CUYD| 20.00000 11160.00| 24.23000 13520.34| 24.87000 13877.46 Foundation Backfill, Commercial | | | 0090 405A000 432.000 GAL | 2.00000 864.00| 2.00000 864.00| 0.86000 371.52 Tack Coat | | | 0100 424A361 1111.000 TON | 32.10000 35663.10| 33.81000 37562.91| 34.43000 38251.73 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A367 39.000 TON | 77.00000 3003.00| 66.76000 2603.64| 61.49000 2398.11 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B652 670.000 TON | 34.85000 23349.50| 34.82000 23329.40| 36.62000 24535.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0130 424B656 50.000 TON | 100.00000 5000.00| 56.53000 2826.50| 62.53000 3126.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -3 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 16048 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B660 367.000 TON | 34.10000 12514.70| 38.02000 13953.34| 39.65000 14551.55 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B682 975.000 TON | 32.00000 31200.00| 33.68000 32838.00| 36.11000 35207.25 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0160 424C361 1173.000 TON | 30.90000 36245.70| 32.61000 38251.53| 34.16000 40069.68 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 430B000 100.000 TON | 15.00000 1500.00| 12.50000 1250.00| 19.90000 1990.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0180 502A000 8760.000 LB | 0.60000 5256.00| 0.60000 5256.00| 0.82000 7183.20 Steel Reinforcement | | | 0190 524A010 54.000 CUYD| 385.00000 20790.00| 470.00000 25380.00| 379.96000 20517.84 Culvert Concrete | | | 0200 530A001 173.000 LF | 19.00000 3287.00| 23.40000 4048.20| 20.88000 3612.24 18" Roadway Pipe (Class 3 R.C.) | | | 0210 530A003 101.000 LF | 33.00000 3333.00| 52.17000 5269.17| 38.79000 3917.79 30" Roadway Pipe (Class 3 R.C.) | | | 0220 530A006 371.000 LF | 63.00000 23373.00| 96.33000 35738.43| 89.51000 33208.21 48" Roadway Pipe (Class 3 R.C.) | | | 0230 530A007 384.000 LF | 75.00000 28800.00| 119.98000 46072.32| 109.41000 42013.44 54" Roadway Pipe (Class 3 R.C.) | | | 0240 530A102 13.000 LF | 36.00000 468.00| 60.00000 780.00| 99.46000 1292.98 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 530A103 17.000 LF | 48.00000 816.00| 100.00000 1700.00| 99.46000 1690.82 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 530B007 199.000 LF | 110.00000 21890.00| 171.28000 34084.72| 179.03000 35626.97 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0270 535A001 38.000 LF | 18.00000 684.00| 23.40000 889.20| 49.73000 1889.74 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -4 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 16048 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 600A000 LUMP| 46000.00000 46000.00| 33473.00000 33473.00| 24112.16000 24112.16 Mobilization | | | 0290 602A000 18.000 EACH| 90.00000 1620.00| 125.00000 2250.00| 99.46000 1790.28 Right Of Way Markers | | | 0300 610C001 18.000 TON | 29.00000 522.00| 24.23000 436.14| 24.87000 447.66 Loose Riprap, Class 2 | | | 0310 610D003 14.000 SQYD| 6.00000 84.00| 5.00000 70.00| 19.90000 278.60 Filter Blanket, Geotextile | | | 0320 619A003 1.000 EACH| 400.00000 400.00| 550.00000 550.00| 721.11000 721.11 24" Roadway Pipe End Treatment, Class 1 | | | 0330 619A004 1.000 EACH| 440.00000 440.00| 850.00000 850.00| 845.43000 845.43 30" Roadway Pipe End Treatment, Class 1 | | | 0340 619A101 2.000 EACH| 275.00000 550.00| 450.00000 900.00| 646.50000 1293.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0350 619A128 1.000 EACH| 800.00000 800.00| 2150.00000 2150.00| 1790.32000 1790.32 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0360 620A000 1.000 CUYD| 350.00000 350.00| 1000.00000 1000.00| 676.34000 676.34 Minor Structure Concrete | | | 0370 621A005 4.000 EACH| 1900.00000 7600.00| 1900.00000 7600.00| 2387.09000 9548.36 Junction Boxes, Type 1 | | | 0380 621B005 3.000 EACH| 1000.00000 3000.00| 425.00000 1275.00| 348.12000 1044.36 Junction Box Units, Type 1 | | | 0390 621C015 3.000 EACH| 1500.00000 4500.00| 1850.00000 5550.00| 2046.18000 6138.54 Inlets, Type S1 Or S3 (1 Wing) | | | 0400 621C016 4.000 EACH| 1600.00000 6400.00| 1850.00000 7400.00| 2225.21000 8900.84 Inlets, Type S2 Or S4 (1 Wing) | | | 0410 621C017 1.000 EACH| 1800.00000 1800.00| 2025.00000 2025.00| 2161.06000 2161.06 Inlets, Type S1 Or S3 (2 Wing) | | | 0420 621C018 3.000 EACH| 1900.00000 5700.00| 2025.00000 6075.00| 2340.09000 7020.27 Inlets, Type S2 Or S4 (2 Wing) | | | 0430 621C109 2.000 EACH| 2800.00000 5600.00| 2850.00000 5700.00| 4077.94000 8155.88 Inlets, Type PD | | | 0440 621D015 3.000 EACH| 340.00000 1020.00| 400.00000 1200.00| 348.12000 1044.36 Inlet Units, Type S1 Or S3 | | | 0450 621D016 4.000 EACH| 430.00000 1720.00| 400.00000 1600.00| 397.85000 1591.40 Inlet Units, Type S2 Or S4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -5 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 16048 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 621E001 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1193.54000 1193.54 Manholes, Type M | | | 0470 623A000 81.000 LF | 23.00000 1863.00| 12.50000 1012.50| 11.95000 967.95 Concrete Gutter | | | 0480 623C000 2491.000 LF | 9.90000 24660.90| 8.75000 21796.25| 7.87000 19604.17 Combination Curb & Gutter, Type C | | | 0490 650A000 683.000 CUYD| 9.90000 6761.70| 0.01000 6.83| 4.97000 3394.51 Topsoil | | | 0500 652A050 3.000 ACRE| 600.00000 1800.00| 700.00000 2100.00| 488.52000 1465.56 Seeding (Mix 1A) | | | 0510 652B050 3.000 ACRE| 500.00000 1500.00| 600.00000 1800.00| 434.24000 1302.72 Temporary Seeding (Mix 1AT) | | | 0520 652D050 3.000 ACRE| 600.00000 1800.00| 700.00000 2100.00| 434.24000 1302.72 Seeding In Stubble (Mix 1A) | | | 0530 656A000 6.000 ACRE| 400.00000 2400.00| 500.00000 3000.00| 434.24000 2605.44 Mulching, Class A, Type 1 | | | 0540 665F000 24.000 EACH| 4.00000 96.00| 5.00000 120.00| 6.89000 165.36 Hay Bales | | | 0550 665G000 30.000 EACH| 1.70000 51.00| 4.00000 120.00| 2.87000 86.10 Sand Bags | | | 0560 665J000 2006.000 LF | 2.90000 5817.40| 2.75000 5516.50| 3.45000 6920.70 Silt Fence, Type A | | | 0570 680A000 LUMP| 42000.00000 42000.00| 13500.00000 13500.00| 18380.59000 18380.59 Engineering Controls | | | 0580 701C000 1.000 MILE| 270.00000 270.00| 270.00000 270.00| 10856.03000 10856.03 Broken Temporary Traffic Stripe | | | 0590 701C001 3.000 MILE| 300.00000 900.00| 300.00000 900.00| 542.80000 1628.40 Solid Temporary Traffic Stripe | | | 0600 701D007 3.000 MILE| 900.00000 2700.00| 900.00000 2700.00| 542.80000 1628.40 Solid Traffic Stripe Removed (Paint) | | | 0610 701D008 3.000 MILE| 1250.00000 3750.00| 1250.00000 3750.00| 1628.41000 4885.23 Solid Traffic Stripe Removed (Plastic) | | | 0620 702A041 1.000 MILE| 4000.00000 4000.00| 4000.00000 4000.00| 1628.41000 1628.41 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0630 702A042 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 2714.01000 2714.01 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -6 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 16048 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 702A043 2.000 MILE| 4000.00000 8000.00| 4000.00000 8000.00| 5428.02000 10856.04 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0650 702B011 850.000 LF | 0.75000 637.50| 0.75000 637.50| 2.01000 1708.50 Dotted Profiled Traffic Stripe (6" Wide | | | 0660 703A002 3173.000 SQFT| 1.60000 5076.80| 1.60000 5076.80| 2.07000 6568.11 Traffic Control Markings, Class 2, Type | | | A | | | 0670 703B002 113.000 SQFT| 1.60000 180.80| 1.60000 180.80| 3.15000 355.95 Traffic Control Legends, Class 2, Type | | | 0680 703D001 72.000 SQFT| 1.00000 72.00| 1.00000 72.00| 1.41000 101.52 Temporary Traffic Control Markings | | | 0690 705A023 111.000 EACH| 4.25000 471.75| 4.25000 471.75| 5.46000 606.06 Pavement Markers, Class C, Type 2-D | | | 0700 705A030 46.000 EACH| 4.25000 195.50| 4.25000 195.50| 5.70000 262.20 Pavement Markers, Class A-H, Type 2-C | | | 0710 705A032 216.000 EACH| 4.25000 918.00| 4.25000 918.00| 5.43000 1172.88 Pavement Markers, Class A-H, Type 1-B | | | 0720 705A037 35.000 EACH| 4.25000 148.75| 4.25000 148.75| 5.70000 199.50 Pavement Markers, Class A-H, Type 2-D | | | 0730 705A038 147.000 EACH| 4.25000 624.75| 4.25000 624.75| 5.70000 837.90 Pavement Markers, Class A-H, Type 2-E | | | 0740 710A115 14.000 SQFT| 14.00000 196.00| 12.50000 175.00| 14.36000 201.04 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0750 710A125 17.000 SQFT| 15.00000 255.00| 13.50000 229.50| 15.51000 263.67 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0760 710A126 15.000 SQFT| 15.00000 225.00| 13.75000 206.25| 15.80000 237.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0770 710B001 78.000 LF | 6.00000 468.00| 5.50000 429.00| 6.32000 492.96 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -7 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 16048 |( 3 ) 04013 |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 726A000 300.000 LF | 30.00000 9000.00| 48.00000 14400.00| 32.57000 9771.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0790 740B000 459.000 SQFT| 8.00000 3672.00| 8.25000 3786.75| 8.33000 3823.47 Construction Signs | | | 0800 740D000 101.000 EACH| 63.00000 6363.00| 70.00000 7070.00| 63.18000 6381.18 Channelizing Drums | | | 0810 740E000 20.000 EACH| 11.00000 220.00| 12.00000 240.00| 5.46000 109.20 Cones (36 Inches High) | | | 0820 740F002 4.000 EACH| 260.00000 1040.00| 325.00000 1300.00| 264.22000 1056.88 Barricades, Type III | | | 0830 740I005 2.000 EACH| 240.00000 480.00| 250.00000 500.00| 244.12000 488.24 Warning Lights, Type B (Detachable Head | | | 0840 740M001 20.000 EACH| 7.00000 140.00| 7.50000 150.00| 3.73000 74.60 Ballast For Cone | | | SECTION TOTALS | $ 581,990.85| $ 599,443.27| $ 606,034.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 581,990.85| $ 599,443.27| $ 606,034.97 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -8 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18050 |( 5 ) 01018 |( 6 ) 07011 |RICHARDS & SONS CONSTRUCTIO |APAC-ALABAMA, INC. |GROUT, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 15000.00000 15000.00| 13540.00000 13540.00| 25000.00000 25000.00 Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206B000 LUMP| 25500.00000 25500.00| 3900.00000 3900.00| 1000.00000 1000.00 Removal Of Old Box Culvert, Station | | | 27+12 | | | 0030 206D000 328.000 LF | 10.00000 3280.00| 22.46000 7366.88| 2.00000 656.00 Removing Pipe | | | 0040 206D003 253.000 LF | 2.00000 506.00| 15.15000 3832.95| 2.00000 506.00 Removing Curb And Gutter | | | 0050 210A000 1029.000 CUYD| 10.00000 10290.00| 11.15000 11473.35| 5.00000 5145.00 Unclassified Excavation | | | 0060 210D001 1639.000 CUYD| 9.00000 14751.00| 13.33000 21847.87| 10.00000 16390.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 2369.000 CUYD| 8.00000 18952.00| 13.36000 31649.84| 8.00000 18952.00 Structure Excavation | | | 0080 214B001 558.000 CUYD| 25.00000 13950.00| 35.62000 19875.96| 20.25000 11299.50 Foundation Backfill, Commercial | | | 0090 405A000 432.000 GAL | 2.17000 937.44| 1.56000 673.92| 1.80000 777.60 Tack Coat | | | 0100 424A361 1111.000 TON | 34.65000 38496.15| 40.90000 45439.90| 47.40000 52661.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A367 39.000 TON | 72.15000 2813.85| 150.37000 5864.43| 174.25000 6795.75 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B652 670.000 TON | 37.65000 25225.50| 39.85000 26699.50| 46.20000 30954.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0130 424B656 50.000 TON | 61.10000 3055.00| 85.27000 4263.50| 98.00000 4900.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -9 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18050 |( 5 ) 01018 |( 6 ) 07011 |RICHARDS & SONS CONSTRUCTIO |APAC-ALABAMA, INC. |GROUT, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B660 367.000 TON | 36.75000 13487.25| 50.83000 18654.61| 58.90000 21616.30 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B682 975.000 TON | 34.50000 33637.50| 35.85000 34953.75| 41.55000 40511.25 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0160 424C361 1173.000 TON | 33.35000 39119.55| 36.37000 42662.01| 42.15000 49441.95 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 430B000 100.000 TON | 10.50000 1050.00| 27.42000 2742.00| 15.00000 1500.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0180 502A000 8760.000 LB | 0.60000 5256.00| 0.79000 6920.40| 0.40000 3504.00 Steel Reinforcement | | | 0190 524A010 54.000 CUYD| 375.00000 20250.00| 367.50000 19845.00| 500.00000 27000.00 Culvert Concrete | | | 0200 530A001 173.000 LF | 25.00000 4325.00| 33.39000 5776.47| 21.35000 3693.55 18" Roadway Pipe (Class 3 R.C.) | | | 0210 530A003 101.000 LF | 45.00000 4545.00| 47.86000 4833.86| 48.70000 4918.70 30" Roadway Pipe (Class 3 R.C.) | | | 0220 530A006 371.000 LF | 90.00000 33390.00| 81.25000 30143.75| 107.35000 39826.85 48" Roadway Pipe (Class 3 R.C.) | | | 0230 530A007 384.000 LF | 105.00000 40320.00| 97.94000 37608.96| 133.20000 51148.80 54" Roadway Pipe (Class 3 R.C.) | | | 0240 530A102 13.000 LF | 30.00000 390.00| 44.52000 578.76| 45.35000 589.55 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 530A103 17.000 LF | 45.00000 765.00| 62.33000 1059.61| 665.00000 11305.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 530B007 199.000 LF | 130.00000 25870.00| 134.67000 26799.33| 195.75000 38954.25 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0270 535A001 38.000 LF | 25.00000 950.00| 57.88000 2199.44| 21.35000 811.30 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -10 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18050 |( 5 ) 01018 |( 6 ) 07011 |RICHARDS & SONS CONSTRUCTIO |APAC-ALABAMA, INC. |GROUT, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 600A000 LUMP| 22500.00000 22500.00| 28274.00000 28274.00| 31862.00000 31862.00 Mobilization | | | 0290 602A000 18.000 EACH| 75.00000 1350.00| 152.50000 2745.00| 100.00000 1800.00 Right Of Way Markers | | | 0300 610C001 18.000 TON | 35.00000 630.00| 58.40000 1051.20| 25.00000 450.00 Loose Riprap, Class 2 | | | 0310 610D003 14.000 SQYD| 10.00000 140.00| 36.58000 512.12| 10.00000 140.00 Filter Blanket, Geotextile | | | 0320 619A003 1.000 EACH| 570.00000 570.00| 756.84000 756.84| 946.20000 946.20 24" Roadway Pipe End Treatment, Class 1 | | | 0330 619A004 1.000 EACH| 775.00000 775.00| 918.23000 918.23| 1200.00000 1200.00 30" Roadway Pipe End Treatment, Class 1 | | | 0340 619A101 2.000 EACH| 500.00000 1000.00| 639.98000 1279.96| 747.50000 1495.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0350 619A128 1.000 EACH| 1775.00000 1775.00| 1780.80000 1780.80| 1800.00000 1800.00 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0360 620A000 1.000 CUYD| 1500.00000 1500.00| 840.00000 840.00| 1000.00000 1000.00 Minor Structure Concrete | | | 0370 621A005 4.000 EACH| 4500.00000 18000.00| 2310.00000 9240.00| 2000.00000 8000.00 Junction Boxes, Type 1 | | | 0380 621B005 3.000 EACH| 600.00000 1800.00| 525.00000 1575.00| 300.00000 900.00 Junction Box Units, Type 1 | | | 0390 621C015 3.000 EACH| 2800.00000 8400.00| 2520.00000 7560.00| 2000.00000 6000.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0400 621C016 4.000 EACH| 3250.00000 13000.00| 2835.00000 11340.00| 2000.00000 8000.00 Inlets, Type S2 Or S4 (1 Wing) | | | 0410 621C017 1.000 EACH| 2900.00000 2900.00| 3150.00000 3150.00| 2200.00000 2200.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0420 621C018 3.000 EACH| 3350.00000 10050.00| 3360.00000 10080.00| 300.00000 900.00 Inlets, Type S2 Or S4 (2 Wing) | | | 0430 621C109 2.000 EACH| 2750.00000 5500.00| 4725.00000 9450.00| 3500.00000 7000.00 Inlets, Type PD | | | 0440 621D015 3.000 EACH| 275.00000 825.00| 367.50000 1102.50| 300.00000 900.00 Inlet Units, Type S1 Or S3 | | | 0450 621D016 4.000 EACH| 375.00000 1500.00| 420.00000 1680.00| 300.00000 1200.00 Inlet Units, Type S2 Or S4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -11 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18050 |( 5 ) 01018 |( 6 ) 07011 |RICHARDS & SONS CONSTRUCTIO |APAC-ALABAMA, INC. |GROUT, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 621E001 1.000 EACH| 2250.00000 2250.00| 2226.00000 2226.00| 2000.00000 2000.00 Manholes, Type M | | | 0470 623A000 81.000 LF | 13.00000 1053.00| 11.55000 935.55| 13.00000 1053.00 Concrete Gutter | | | 0480 623C000 2491.000 LF | 8.50000 21173.50| 7.62000 18981.42| 8.55000 21298.05 Combination Curb & Gutter, Type C | | | 0490 650A000 683.000 CUYD| 10.00000 6830.00| 18.54000 12662.82| 10.00000 6830.00 Topsoil | | | 0500 652A050 3.000 ACRE| 650.00000 1950.00| 630.00000 1890.00| 557.55000 1672.65 Seeding (Mix 1A) | | | 0510 652B050 3.000 ACRE| 540.00000 1620.00| 525.00000 1575.00| 461.25000 1383.75 Temporary Seeding (Mix 1AT) | | | 0520 652D050 3.000 ACRE| 650.00000 1950.00| 630.00000 1890.00| 557.55000 1672.65 Seeding In Stubble (Mix 1A) | | | 0530 656A000 6.000 ACRE| 435.00000 2610.00| 420.00000 2520.00| 492.00000 2952.00 Mulching, Class A, Type 1 | | | 0540 665F000 24.000 EACH| 8.00000 192.00| 21.50000 516.00| 7.40000 177.60 Hay Bales | | | 0550 665G000 30.000 EACH| 5.00000 150.00| 6.12000 183.60| 2.60000 78.00 Sand Bags | | | 0560 665J000 2006.000 LF | 3.00000 6018.00| 3.89000 7803.34| 3.60000 7221.60 Silt Fence, Type A | | | 0570 680A000 LUMP| 13875.00000 13875.00| 27270.00000 27270.00| 25000.00000 25000.00 Engineering Controls | | | 0580 701C000 1.000 MILE| 290.00000 290.00| 283.50000 283.50| 500.00000 500.00 Broken Temporary Traffic Stripe | | | 0590 701C001 3.000 MILE| 325.00000 975.00| 315.00000 945.00| 500.00000 1500.00 Solid Temporary Traffic Stripe | | | 0600 701D007 3.000 MILE| 975.00000 2925.00| 945.00000 2835.00| 1500.00000 4500.00 Solid Traffic Stripe Removed (Paint) | | | 0610 701D008 3.000 MILE| 1350.00000 4050.00| 1312.50000 3937.50| 1500.00000 4500.00 Solid Traffic Stripe Removed (Plastic) | | | 0620 702A041 1.000 MILE| 4325.00000 4325.00| 4200.00000 4200.00| 5000.00000 5000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0630 702A042 1.000 MILE| 2165.00000 2165.00| 2100.00000 2100.00| 2500.00000 2500.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -12 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18050 |( 5 ) 01018 |( 6 ) 07011 |RICHARDS & SONS CONSTRUCTIO |APAC-ALABAMA, INC. |GROUT, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 702A043 2.000 MILE| 4325.00000 8650.00| 4200.00000 8400.00| 5000.00000 10000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0650 702B011 850.000 LF | 0.80000 680.00| 0.80000 680.00| 1.85000 1572.50 Dotted Profiled Traffic Stripe (6" Wide | | | 0660 703A002 3173.000 SQFT| 1.75000 5552.75| 1.68000 5330.64| 1.90000 6028.70 Traffic Control Markings, Class 2, Type | | | A | | | 0670 703B002 113.000 SQFT| 1.75000 197.75| 1.68000 189.84| 2.90000 327.70 Traffic Control Legends, Class 2, Type | | | 0680 703D001 72.000 SQFT| 1.10000 79.20| 1.05000 75.60| 1.30000 93.60 Temporary Traffic Control Markings | | | 0690 705A023 111.000 EACH| 4.60000 510.60| 4.47000 496.17| 4.50000 499.50 Pavement Markers, Class C, Type 2-D | | | 0700 705A030 46.000 EACH| 4.60000 211.60| 4.47000 205.62| 5.25000 241.50 Pavement Markers, Class A-H, Type 2-C | | | 0710 705A032 216.000 EACH| 4.60000 993.60| 4.47000 965.52| 5.00000 1080.00 Pavement Markers, Class A-H, Type 1-B | | | 0720 705A037 35.000 EACH| 4.60000 161.00| 4.47000 156.45| 5.25000 183.75 Pavement Markers, Class A-H, Type 2-D | | | 0730 705A038 147.000 EACH| 4.60000 676.20| 4.47000 657.09| 5.25000 771.75 Pavement Markers, Class A-H, Type 2-E | | | 0740 710A115 14.000 SQFT| 65.00000 910.00| 13.91000 194.74| 16.25000 227.50 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0750 710A125 17.000 SQFT| 70.00000 1190.00| 15.30000 260.10| 17.00000 289.00 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0760 710A126 15.000 SQFT| 65.00000 975.00| 15.03000 225.45| 16.60000 249.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0770 710B001 78.000 LF | 6.50000 507.00| 6.12000 477.36| 6.80000 530.40 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 083 -13 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020927083 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18050 |( 5 ) 01018 |( 6 ) 07011 |RICHARDS & SONS CONSTRUCTIO |APAC-ALABAMA, INC. |GROUT, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 726A000 300.000 LF | 65.00000 19500.00| 31.50000 9450.00| 20.00000 6000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0790 740B000 459.000 SQFT| 9.75000 4475.25| 8.08000 3708.72| 10.75000 4934.25 Construction Signs | | | 0800 740D000 101.000 EACH| 70.00000 7070.00| 61.22000 6183.22| 50.00000 5050.00 Channelizing Drums | | | 0810 740E000 20.000 EACH| 11.25000 225.00| 13.50000 270.00| 12.00000 240.00 Cones (36 Inches High) | | | 0820 740F002 4.000 EACH| 285.00000 1140.00| 256.00000 1024.00| 200.00000 800.00 Barricades, Type III | | | 0830 740I005 2.000 EACH| 90.00000 180.00| 236.52000 473.04| 100.00000 200.00 Warning Lights, Type B (Detachable Head | | | 0840 740M001 20.000 EACH| 7.75000 155.00| 8.44000 168.80| 8.50000 170.00 Ballast For Cone | | | SECTION TOTALS | $ 616,768.69| $ 656,888.79| $ 674,980.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 616,768.69| $ 656,888.79| $ 674,980.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 084 -1 VENDOR RANKING CALL ORDER : 084 CONTRACT ID : 20020927084 COUNTIES : MARSHALL LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-048-227-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#227 from S.R.#62 through Guntersville State Park to the end of the three lane section at Rayburn. Length 9.450 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 900,972.07 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 084 -2 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20020927084 COUNTIES : MARSHALL LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 107200.000 SQYD| 0.59000 63248.00| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 5830.000 GAL | 1.25000 7287.50| | Tack Coat | | | 0030 408A052 43541.000 SQYD| 0.48000 20899.68| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A054 10000.000 SQYD| 0.63000 6300.00| | Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0050 424A341 8845.000 TON | 35.24000 311697.80| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A361 3597.000 TON | 35.24000 126758.28| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B651 4789.000 TON | 29.54000 141467.06| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B659 2000.000 TON | 33.54000 67080.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B040 3495.000 TON | 7.50000 26212.50| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0100 600A000 LUMP| 39400.00000 39400.00| | Mobilization | | | 0110 701A028 15.000 MILE| 1250.00000 18750.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 084 -3 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20020927084 COUNTIES : MARSHALL LETTING DATE : 09/27/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701A041 3.000 MILE| 890.00000 2670.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A046 1.000 MILE| 890.00000 890.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701A048 19.000 MILE| 1550.00000 29450.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701C000 4.000 MILE| 340.00000 1360.00| | Broken Temporary Traffic Stripe | | | 0160 701C001 23.000 MILE| 380.00000 8740.00| | Solid Temporary Traffic Stripe | | | 0170 703A002 180.000 SQFT| 2.50000 450.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0180 705A031 140.000 EACH| 5.00000 700.00| | Pavement Markers, Class A-H, Type 1-A | | | 0190 705A032 135.000 EACH| 5.00000 675.00| | Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 1245.000 EACH| 5.25000 6536.25| | Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 800.000 SQFT| 10.00000 8000.00| | Construction Signs | | | 0220 740D000 200.000 EACH| 40.00000 8000.00| | Channelizing Drums | | | 0230 740E000 200.000 EACH| 10.00000 2000.00| | Cones (36 Inches High) | | | 0240 740M001 200.000 EACH| 2.00000 400.00| | Ballast For Cone | | | 0250 741C010 1.000 EACH| 2000.00000 2000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 900,972.07| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 900,972.07| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 087 -1 VENDOR RANKING CALL ORDER : 087 CONTRACT ID : 20020927087 COUNTIES : RANDOLPH LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-056-022-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#22 from Roanoke to the Georgia state line. Length 8.436 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 817,448.48 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 851,544.07 104.1710% 3 01018 APAC-ALABAMA, INC. $ 880,790.18 107.7487% 4 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 933,883.85 114.2438% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 087 -2 TABULATION OF BIDS CALL ORDER : 087 CONTRACT ID : 20020927087 COUNTIES : RANDOLPH LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 04013 |( 3 ) 01018 |EAST ALABAMA PAVING CO., IN |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 26.000 EACH| 60.00000 1560.00| 80.54000 2094.04| 138.19000 3592.94 Mailbox Reset, Single | | | 0020 401B100 129891.000 SQYD| 0.58420 75882.32| 0.61000 79233.51| 0.61000 79233.51 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 400.000 GAL | 4.00000 1600.00| 1.17000 468.00| 1.00000 400.00 Tack Coat | | | 0040 408A052 40793.000 SQYD| 0.10000 4079.30| 0.52000 21212.36| 1.43000 58333.99 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A360 5217.000 TON | 39.24000 204715.08| 34.99000 182542.83| 35.26000 183951.42 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A361 2810.000 TON | 15.69000 44088.90| 34.41000 96692.10| 34.74000 97619.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 150.000 TON | 45.00000 6750.00| 44.41000 6661.50| 52.13000 7819.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A370 100.000 TON | 15.69000 1569.00| 83.67000 8367.00| 62.56000 6256.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 100.000 TON | 65.00000 6500.00| 70.97000 7097.00| 98.48000 9848.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B658 7752.000 TON | 35.19000 272792.88| 34.27000 265661.04| 33.78000 261862.56 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B043 575.000 TON | 22.00000 12650.00| 17.30000 9947.50| 25.22000 14501.50 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 087 -3 TABULATION OF BIDS CALL ORDER : 087 CONTRACT ID : 20020927087 COUNTIES : RANDOLPH LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 04013 |( 3 ) 01018 |EAST ALABAMA PAVING CO., IN |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 42450.00000 42450.00| 19109.37000 19109.37| 1575.00000 1575.00 Mobilization | | | 0130 701C000 8.000 MILE| 320.00000 2560.00| 332.97000 2663.76| 336.00000 2688.00 Broken Temporary Traffic Stripe | | | 0140 701C001 32.000 MILE| 360.00000 11520.00| 374.59000 11986.88| 378.00000 12096.00 Solid Temporary Traffic Stripe | | | 0150 702A041 15.000 MILE| 3950.00000 59250.00| 4110.14000 61652.10| 4147.50000 62212.50 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 4.000 MILE| 1975.00000 7900.00| 2055.06000 8220.24| 2073.75000 8295.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 13.000 MILE| 3950.00000 51350.00| 4110.14000 53431.82| 4147.50000 53917.50 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 703A002 700.000 SQFT| 1.90000 1330.00| 1.97000 1379.00| 1.99000 1393.00 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 150.000 SQFT| 2.90000 435.00| 3.01000 451.50| 3.04000 456.00 Traffic Control Legends, Class 2, Type | | | 0200 703D001 100.000 SQFT| 1.30000 130.00| 1.35000 135.00| 1.36000 136.00 Temporary Traffic Control Markings | | | 0210 740B000 917.000 SQFT| 8.00000 7336.00| 8.55000 7840.35| 8.08000 7409.36 Construction Signs | | | 0220 740O000 1.000 EACH| 1000.00000 1000.00| 4697.17000 4697.17| 7193.00000 7193.00 Pilot Car | | | SECTION TOTALS | $ 817,448.48| $ 851,544.07| $ 880,790.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 817,448.48| $ 851,544.07| $ 880,790.18 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 087 -4 TABULATION OF BIDS CALL ORDER : 087 CONTRACT ID : 20020927087 COUNTIES : RANDOLPH LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 26.000 EACH| 85.00000 2210.00| | Mailbox Reset, Single | | | 0020 401B100 129891.000 SQYD| 0.60000 77934.60| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 400.000 GAL | 1.50000 600.00| | Tack Coat | | | 0040 408A052 40793.000 SQYD| 1.25000 50991.25| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A360 5217.000 TON | 38.00000 198246.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A361 2810.000 TON | 38.00000 106780.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 150.000 TON | 47.50000 7125.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A370 100.000 TON | 70.00000 7000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 100.000 TON | 75.00000 7500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B658 7752.000 TON | 34.00000 263568.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B043 575.000 TON | 20.00000 11500.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 087 -5 TABULATION OF BIDS CALL ORDER : 087 CONTRACT ID : 20020927087 COUNTIES : RANDOLPH LETTING DATE : 09/27/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 49000.00000 49000.00| | Mobilization | | | 0130 701C000 8.000 MILE| 320.00000 2560.00| | Broken Temporary Traffic Stripe | | | 0140 701C001 32.000 MILE| 360.00000 11520.00| | Solid Temporary Traffic Stripe | | | 0150 702A041 15.000 MILE| 3950.00000 59250.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 4.000 MILE| 1975.00000 7900.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 13.000 MILE| 3950.00000 51350.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 703A002 700.000 SQFT| 1.90000 1330.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 150.000 SQFT| 2.90000 435.00| | Traffic Control Legends, Class 2, Type | | | 0200 703D001 100.000 SQFT| 1.30000 130.00| | Temporary Traffic Control Markings | | | 0210 740B000 917.000 SQFT| 12.00000 11004.00| | Construction Signs | | | 0220 740O000 1.000 EACH| 5950.00000 5950.00| | Pilot Car | | | SECTION TOTALS | $ 933,883.85| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 933,883.85| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 088 -1 VENDOR RANKING CALL ORDER : 088 CONTRACT ID : 20020927088 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : IAR-067-000-003 for constructing the Drainage and Pavement of MSR Forest Products industrial access road including acceleration and deceleration lanes on S.R.#13 south of Haleyville. Length - 0.050 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 145,972.52 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 153,407.38 105.0933% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 158,096.45 108.3056% 4 01018 APAC-ALABAMA, INC. $ 162,968.51 111.6433% 5 04009 W. W. DYAR & SONS, INC. $ 167,719.83 114.8982% 6 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 187,683.40 128.5745% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 088 -2 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20020927088 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 20011 |( 3 ) 04013 |ROGERS GROUP, INC. |TRI-COUNTY CONCRETE CONSTRU |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 5054.05000 5054.05 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206D000 60.000 LF | 4.50000 270.00| 2.00000 120.00| 5.05000 303.00 Removing Pipe | | | 0030 210A000 612.000 CUYD| 7.50000 4590.00| 4.00000 2448.00| 3.47000 2123.64 Unclassified Excavation | | | 0040 210D000 365.000 CUYD| 9.00000 3285.00| 5.00000 1825.00| 6.95000 2536.75 Borrow Excavation | | | 0050 214A000 87.000 CUYD| 10.50000 913.50| 5.00000 435.00| 8.21000 714.27 Structure Excavation | | | 0060 214B001 30.000 CUYD| 27.00000 810.00| 20.00000 600.00| 37.91000 1137.30 Foundation Backfill, Commercial | | | 0070 230A000 13.000 RBST| 11.00000 143.00| 200.00000 2600.00| 6.35000 82.55 Roadbed Processing | | | 0080 301A012 2435.000 SQYD| 14.50000 35307.50| 5.00000 12175.00| 5.77000 14049.95 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 2435.000 SQYD| 0.40000 974.00| 2.00000 4870.00| 0.65000 1582.75 Bituminous Treatment A | | | 0100 405A000 150.000 GAL | 2.50000 375.00| 2.00000 300.00| 1.26000 189.00 Tack Coat | | | 0110 424A341 175.000 TON | 48.00000 8400.00| 75.00000 13125.00| 52.21000 9136.75 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 380.000 TON | 36.00000 13680.00| 55.00000 20900.00| 47.21000 17939.80 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424C341 395.000 TON | 36.00000 14220.00| 55.00000 21725.00| 46.80000 18486.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0140 430B027 804.000 TON | 14.50000 11658.00| 16.00000 12864.00| 21.68000 17430.72 Aggregate Surfacing (ALDOT #410, #467, | | | Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 088 -3 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20020927088 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 20011 |( 3 ) 04013 |ROGERS GROUP, INC. |TRI-COUNTY CONCRETE CONSTRU |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 530A102 16.000 LF | 26.00000 416.00| 30.00000 480.00| 39.17000 626.72 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0160 530B001 116.000 LF | 35.00000 4060.00| 28.43000 3297.88| 44.22000 5129.52 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0170 600A000 LUMP| 4935.14000 4935.14| 14000.00000 14000.00| 13925.40000 13925.40 Mobilization | | | 0180 610C001 10.000 TON | 14.00000 140.00| 20.00000 200.00| 34.75000 347.50 Loose Riprap, Class 2 | | | 0190 610D000 10.000 SQYD| 8.00000 80.00| 3.00000 30.00| 12.64000 126.40 Filter Blanket | | | 0200 619A003 1.000 EACH| 650.00000 650.00| 400.00000 400.00| 947.64000 947.64 24" Roadway Pipe End Treatment, Class 1 | | | 0210 619B016 1.000 EACH| 650.00000 650.00| 400.00000 400.00| 947.64000 947.64 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0220 620A000 1.000 CUYD| 600.00000 600.00| 150.00000 150.00| 221.11000 221.11 Minor Structure Concrete | | | 0230 621A005 1.000 EACH| 2100.00000 2100.00| 1000.00000 1000.00| 1516.22000 1516.22 Junction Boxes, Type 1 | | | 0240 621C041 1.000 EACH| 2100.00000 2100.00| 1000.00000 1000.00| 631.76000 631.76 Inlets, Type B (Modified) | | | 0250 623A001 218.000 LF | 15.00000 3270.00| 15.00000 3270.00| 12.63000 2753.34 Concrete Gutter (Valley) | | | 0260 650A000 206.000 CUYD| 9.00000 1854.00| 5.00000 1030.00| 12.63000 2601.78 Topsoil | | | 0270 652A053 2.000 ACRE| 650.00000 1300.00| 500.00000 1000.00| 947.64000 1895.28 Seeding (Mix 1E) | | | 0280 656A000 1.000 ACRE| 650.00000 650.00| 500.00000 500.00| 947.63000 947.63 Mulching, Class A, Type 1 | | | 0290 656A001 1.000 ACRE| 650.00000 650.00| 500.00000 500.00| 947.63000 947.63 Mulching, Class A, Type 2 | | | 0300 665F000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| 6.32000 316.00 Hay Bales | | | 0310 665J000 930.000 LF | 5.00000 4650.00| 3.00000 2790.00| 4.42000 4110.60 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 088 -4 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20020927088 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 20011 |( 3 ) 04013 |ROGERS GROUP, INC. |TRI-COUNTY CONCRETE CONSTRU |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 680A000 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 6317.57000 6317.57 Engineering Controls | | | 0330 701A028 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 2388.04000 2388.04 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0340 701A048 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 2985.05000 2985.05 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0350 701B009 380.000 LF | 1.25000 475.00| 1.00000 380.00| 1.19000 452.20 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0360 701C001 2.000 MILE| 650.00000 1300.00| 500.00000 1000.00| 597.01000 1194.02 Solid Temporary Traffic Stripe | | | 0370 701D008 1.000 MILE| 2500.00000 2500.00| 1500.00000 1500.00| 1791.03000 1791.03 Solid Traffic Stripe Removed (Plastic) | | | 0380 701F000 380.000 LF | 0.85000 323.00| 0.30000 114.00| 0.37000 140.60 Dotted Temporary Traffic Stripe | | | 0390 701G041 100.000 LF | 1.20000 120.00| 1.00000 100.00| 1.19000 119.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0400 703A002 980.000 SQFT| 1.38000 1352.40| 2.50000 2450.00| 2.99000 2930.20 Traffic Control Markings, Class 2, Type | | | A | | | 0410 703B002 71.000 SQFT| 1.38000 97.98| 3.50000 248.50| 4.18000 296.78 Traffic Control Legends, Class 2, Type | | | 0420 711A000 LUMP| 100.00000 100.00| 100.00000 100.00| 379.05000 379.05 Roadway Sign Relocation | | | 0430 740B000 352.000 SQFT| 12.00000 4224.00| 10.00000 3520.00| 9.48000 3336.96 Construction Signs | | | 0440 740D000 21.000 EACH| 35.00000 735.00| 50.00000 1050.00| 69.49000 1459.29 Channelizing Drums | | | 0450 740E000 22.000 EACH| 8.00000 176.00| 25.00000 550.00| 12.00000 264.00 Cones (36 Inches High) | | | 0460 740F002 10.000 EACH| 350.00000 3500.00| 200.00000 2000.00| 195.84000 1958.40 Barricades, Type III | | | 0470 740I005 10.000 EACH| 125.00000 1250.00| 200.00000 2000.00| 315.88000 3158.80 Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 088 -5 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20020927088 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 20011 |( 3 ) 04013 |ROGERS GROUP, INC. |TRI-COUNTY CONCRETE CONSTRU |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 740M001 22.000 EACH| 4.00000 88.00| 5.00000 110.00| 7.58000 166.76 Ballast For Cone | | | SECTION TOTALS | $ 145,972.52| $ 153,407.38| $ 158,096.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 145,972.52| $ 153,407.38| $ 158,096.45 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 088 -6 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20020927088 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 04009 |( 6 ) 18036 |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 944.79000 944.79| 6000.00000 6000.00| 1200.00000 1200.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206D000 60.000 LF | 8.59000 515.40| 5.00000 300.00| 4.00000 240.00 Removing Pipe | | | 0030 210A000 612.000 CUYD| 23.22000 14210.64| 4.00000 2448.00| 5.50000 3366.00 Unclassified Excavation | | | 0040 210D000 365.000 CUYD| 6.48000 2365.20| 10.00000 3650.00| 13.00000 4745.00 Borrow Excavation | | | 0050 214A000 87.000 CUYD| 4.79000 416.73| 12.00000 1044.00| 12.00000 1044.00 Structure Excavation | | | 0060 214B001 30.000 CUYD| 12.58000 377.40| 28.00000 840.00| 26.00000 780.00 Foundation Backfill, Commercial | | | 0070 230A000 13.000 RBST| 190.52000 2476.76| 667.00000 8671.00| 650.00000 8450.00 Roadbed Processing | | | 0080 301A012 2435.000 SQYD| 7.50000 18262.50| 6.09000 14829.15| 6.50000 15827.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 2435.000 SQYD| 0.61000 1485.35| 1.05000 2556.75| 1.10000 2678.50 Bituminous Treatment A | | | 0100 405A000 150.000 GAL | 1.09000 163.50| 2.10000 315.00| 2.20000 330.00 Tack Coat | | | 0110 424A341 175.000 TON | 47.77000 8359.75| 55.13000 9647.75| 54.00000 9450.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 380.000 TON | 42.03000 15971.40| 49.88000 18954.40| 49.00000 18620.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424C341 395.000 TON | 42.16000 16653.20| 49.14000 19410.30| 49.00000 19355.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0140 430B027 804.000 TON | 14.18000 11400.72| 21.00000 16884.00| 22.00000 17688.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 088 -7 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20020927088 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 04009 |( 6 ) 18036 |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 530A102 16.000 LF | 62.33000 997.28| 34.00000 544.00| 31.50000 504.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0160 530B001 116.000 LF | 41.33000 4794.28| 38.00000 4408.00| 32.00000 3712.00 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0170 600A000 LUMP| 21803.25000 21803.25| 14200.00000 14200.00| 26500.00000 26500.00 Mobilization | | | 0180 610C001 10.000 TON | 40.44000 404.40| 40.00000 400.00| 35.00000 350.00 Loose Riprap, Class 2 | | | 0190 610D000 10.000 SQYD| 25.54000 255.40| 4.00000 40.00| 8.00000 80.00 Filter Blanket | | | 0200 619A003 1.000 EACH| 603.68000 603.68| 600.00000 600.00| 600.00000 600.00 24" Roadway Pipe End Treatment, Class 1 | | | 0210 619B016 1.000 EACH| 556.44000 556.44| 600.00000 600.00| 600.00000 600.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0220 620A000 1.000 CUYD| 334.93000 334.93| 300.00000 300.00| 400.00000 400.00 Minor Structure Concrete | | | 0230 621A005 1.000 EACH| 1866.10000 1866.10| 2200.00000 2200.00| 1800.00000 1800.00 Junction Boxes, Type 1 | | | 0240 621C041 1.000 EACH| 556.58000 556.58| 2600.00000 2600.00| 2300.00000 2300.00 Inlets, Type B (Modified) | | | 0250 623A001 218.000 LF | 30.39000 6625.02| 14.00000 3052.00| 22.00000 4796.00 Concrete Gutter (Valley) | | | 0260 650A000 206.000 CUYD| 13.96000 2875.76| 12.00000 2472.00| 12.00000 2472.00 Topsoil | | | 0270 652A053 2.000 ACRE| 510.00000 1020.00| 840.00000 1680.00| 500.00000 1000.00 Seeding (Mix 1E) | | | 0280 656A000 1.000 ACRE| 510.00000 510.00| 840.00000 840.00| 500.00000 500.00 Mulching, Class A, Type 1 | | | 0290 656A001 1.000 ACRE| 510.00000 510.00| 1000.00000 1000.00| 500.00000 500.00 Mulching, Class A, Type 2 | | | 0300 665F000 50.000 EACH| 16.52000 826.00| 5.00000 250.00| 6.50000 325.00 Hay Bales | | | 0310 665J000 930.000 LF | 3.69000 3431.70| 4.00000 3720.00| 6.50000 6045.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 088 -8 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20020927088 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 04009 |( 6 ) 18036 |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 680A000 LUMP| 2553.66000 2553.66| 5535.00000 5535.00| 4500.00000 4500.00 Engineering Controls | | | 0330 701A028 1.000 MILE| 2040.00000 2040.00| 1155.00000 1155.00| 2100.00000 2100.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0340 701A048 1.000 MILE| 2550.00000 2550.00| 1470.00000 1470.00| 2550.00000 2550.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0350 701B009 380.000 LF | 1.02000 387.60| 0.80000 304.00| 1.05000 399.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0360 701C001 2.000 MILE| 510.00000 1020.00| 336.00000 672.00| 510.00000 1020.00 Solid Temporary Traffic Stripe | | | 0370 701D008 1.000 MILE| 1530.00000 1530.00| 1050.00000 1050.00| 1550.00000 1550.00 Solid Traffic Stripe Removed (Plastic) | | | 0380 701F000 380.000 LF | 0.31000 117.80| 0.11000 41.80| 0.31000 117.80 Dotted Temporary Traffic Stripe | | | 0390 701G041 100.000 LF | 1.02000 102.00| 0.80000 80.00| 1.05000 105.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0400 703A002 980.000 SQFT| 2.55000 2499.00| 1.68000 1646.40| 2.55000 2499.00 Traffic Control Markings, Class 2, Type | | | A | | | 0410 703B002 71.000 SQFT| 3.57000 253.47| 1.68000 119.28| 3.60000 255.60 Traffic Control Legends, Class 2, Type | | | 0420 711A000 LUMP| 127.68000 127.68| 2000.00000 2000.00| 300.00000 300.00 Roadway Sign Relocation | | | 0430 740B000 352.000 SQFT| 7.77000 2735.04| 10.00000 3520.00| 11.00000 3872.00 Construction Signs | | | 0440 740D000 21.000 EACH| 0.06000 1.26| 60.00000 1260.00| 65.00000 1365.00 Channelizing Drums | | | 0450 740E000 22.000 EACH| 0.06000 1.32| 20.00000 440.00| 30.00000 660.00 Cones (36 Inches High) | | | 0460 740F002 10.000 EACH| 306.44000 3064.40| 225.00000 2250.00| 550.00000 5500.00 Barricades, Type III | | | 0470 740I005 10.000 EACH| 240.98000 2409.80| 150.00000 1500.00| 450.00000 4500.00 Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 088 -9 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20020927088 COUNTIES : WINSTON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 04009 |( 6 ) 18036 |APAC-ALABAMA, INC. |W. W. DYAR & SONS, INC. |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 740M001 22.000 EACH| 0.06000 1.32| 10.00000 220.00| 6.00000 132.00 Ballast For Cone | | | SECTION TOTALS | $ 162,968.51| $ 167,719.83| $ 187,683.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 162,968.51| $ 167,719.83| $ 187,683.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 089 -1 VENDOR RANKING CALL ORDER : 089 CONTRACT ID : 20020927089 COUNTIES : LAWRENCE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-302-402-036-204 for constructing the Resurfacing and Traffic Stripe on S.R.#36 from MP 0.00 at Wren to MP 7.73 at S.R.#157. Length - 7.73 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 700,339.36 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 770,500.13 110.0181% 3 19010 SHELBY CONTRACTING CO., INC. $ 774,208.51 110.5476% 4 01018 APAC-ALABAMA, INC. $ 842,940.48 120.3617% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 089 -2 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020927089 COUNTIES : LAWRENCE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 07002 |( 3 ) 19010 |ROGERS GROUP, INC. |GOOD HOPE CONTRACTING CO., |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 305B060 3796.000 TON | 10.00000 37960.00| 9.50000 36062.00| 10.00000 37960.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 405A000 3913.000 GAL | 2.00000 7826.00| 1.40000 5478.20| 0.10000 391.30 Tack Coat | | | 0030 424A360 6806.000 TON | 30.50000 207583.00| 32.93000 224121.58| 34.85000 237189.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 50.000 TON | 45.00000 2250.00| 33.00000 1650.00| 29.65000 1482.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 14849.000 TON | 23.00000 341527.00| 27.02000 401219.98| 26.69000 396319.81 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 700.000 TON | 24.75000 17325.00| 20.00000 14000.00| 27.00000 18900.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 700.000 TON | 25.50000 17850.00| 20.00000 14000.00| 26.69000 18683.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 100.000 TON | 36.00000 3600.00| 30.00000 3000.00| 27.00000 2700.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 2454.07000 2454.07| 8181.12000 8181.12| 3130.40000 3130.40 Mobilization | | | 0100 701A028 16.000 MILE| 1200.00000 19200.00| 1200.00000 19200.00| 1350.00000 21600.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A046 6.000 MILE| 850.00000 5100.00| 850.00000 5100.00| 800.00000 4800.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 089 -3 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020927089 COUNTIES : LAWRENCE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 07002 |( 3 ) 19010 |ROGERS GROUP, INC. |GOOD HOPE CONTRACTING CO., |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701A048 9.000 MILE| 1500.00000 13500.00| 1500.00000 13500.00| 1500.00000 13500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701C000 12.000 MILE| 320.00000 3840.00| 320.00000 3840.00| 320.00000 3840.00 Broken Temporary Traffic Stripe | | | 0140 701C001 17.000 MILE| 340.00000 5780.00| 340.00000 5780.00| 340.00000 5780.00 Solid Temporary Traffic Stripe | | | 0150 703A002 500.000 SQFT| 1.90000 950.00| 1.90000 950.00| 2.00000 1000.00 Traffic Control Markings, Class 2, Type | | | A | | | 0160 703D001 244.000 SQFT| 1.00000 244.00| 1.00000 244.00| 1.00000 244.00 Temporary Traffic Control Markings | | | 0170 705A032 261.000 EACH| 4.90000 1278.90| 4.90000 1278.90| 4.80000 1252.80 Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 667.000 EACH| 5.10000 3401.70| 5.10000 3401.70| 4.80000 3201.60 Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 867.000 SQFT| 6.00000 5202.00| 7.95000 6892.65| 2.00000 1734.00 Construction Signs | | | 0200 740E000 50.000 EACH| 3.00000 150.00| 1.00000 50.00| 0.00000 0.00 Cones (36 Inches High) | | | 0210 740M001 50.000 EACH| 2.00000 100.00| 1.00000 50.00| 0.00000 0.00 Ballast For Cone | | | 0220 740O000 1.000 EACH| 3217.69000 3217.69| 2500.00000 2500.00| 500.00000 500.00 Pilot Car | | | SECTION TOTALS | $ 700,339.36| $ 770,500.13| $ 774,208.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 700,339.36| $ 770,500.13| $ 774,208.51 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 089 -4 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020927089 COUNTIES : LAWRENCE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305B060 3796.000 TON | 13.41000 50904.36| | Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 405A000 3913.000 GAL | 0.93000 3639.09| | Tack Coat | | | 0030 424A360 6806.000 TON | 34.99000 238141.94| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 50.000 TON | 44.95000 2247.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 14849.000 TON | 28.42000 422008.58| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 700.000 TON | 48.50000 33950.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 700.000 TON | 35.02000 24514.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B662 100.000 TON | 39.44000 3944.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 1552.89000 1552.89| | Mobilization | | | 0100 701A028 16.000 MILE| 1224.00000 19584.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A046 6.000 MILE| 867.00000 5202.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 089 -5 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020927089 COUNTIES : LAWRENCE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701A048 9.000 MILE| 1530.00000 13770.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701C000 12.000 MILE| 326.40000 3916.80| | Broken Temporary Traffic Stripe | | | 0140 701C001 17.000 MILE| 346.80000 5895.60| | Solid Temporary Traffic Stripe | | | 0150 703A002 500.000 SQFT| 1.94000 970.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0160 703D001 244.000 SQFT| 1.02000 248.88| | Temporary Traffic Control Markings | | | 0170 705A032 261.000 EACH| 5.00000 1305.00| | Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 667.000 EACH| 5.20000 3468.40| | Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 867.000 SQFT| 7.77000 6736.59| | Construction Signs | | | 0200 740E000 50.000 EACH| 0.06000 3.00| | Cones (36 Inches High) | | | 0210 740M001 50.000 EACH| 0.06000 3.00| | Ballast For Cone | | | 0220 740O000 1.000 EACH| 934.85000 934.85| | Pilot Car | | | SECTION TOTALS | $ 842,940.48| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 842,940.48| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 090 -1 VENDOR RANKING CALL ORDER : 090 CONTRACT ID : 20020927090 COUNTIES : HENRY LETTING DATE : 09/27/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-341-001-201 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#1 (U.S.#431) from C.R.#18 to C.R.#42 south of Abbeville. Length - 5.058 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 819,797.61 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 987,411.31 120.4457% 3 02032 BULLARD EXCAVATING, INC. $ 1,178,866.33 143.7997% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 090 -2 TABULATION OF BIDS CALL ORDER : 090 CONTRACT ID : 20020927090 COUNTIES : HENRY LETTING DATE : 09/27/02 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 405A000 9310.000 GAL | 1.69000 15733.90| 1.65000 15361.50| 1.25000 11637.50 Tack Coat | | | 0020 408A051 142453.000 SQYD| 0.33000 47009.49| 0.30000 42735.90| 0.56000 79773.68 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 424A361 12597.000 TON | 28.34000 356998.98| 38.75000 488133.75| 42.05000 529703.85 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A366 7834.000 TON | 29.59000 231808.06| 38.90000 304742.60| 45.00000 352530.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 428C000 106840.000 LF | 0.11000 11752.40| 0.10000 10684.00| 0.18000 19231.20 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0060 600A000 LUMP| 11200.00000 11200.00| 1500.00000 1500.00| 35000.00000 35000.00 Mobilization | | | 0070 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 3000.00000 3000.00 Engineering Controls | | | 0080 701C000 21.000 MILE| 260.00000 5460.00| 258.70000 5432.70| 259.00000 5439.00 Broken Temporary Traffic Stripe | | | 0090 701C001 41.000 MILE| 280.00000 11480.00| 278.60000 11422.60| 279.00000 11439.00 Solid Temporary Traffic Stripe | | | 0100 701D007 1.000 MILE| 900.00000 900.00| 895.50000 895.50| 1000.00000 1000.00 Solid Traffic Stripe Removed (Paint) | | | 0110 701D008 1.000 MILE| 900.00000 900.00| 895.50000 895.50| 1000.00000 1000.00 Solid Traffic Stripe Removed (Plastic) | | | 0120 701D014 1.000 MILE| 900.00000 900.00| 895.50000 895.50| 900.00000 900.00 Broken Traffic Stripe Removed (Paint) | | | 0130 701D015 1.000 MILE| 900.00000 900.00| 895.50000 895.50| 900.00000 900.00 Broken Traffic Stripe Removed (Plastic) | | | 0140 702A040 11.000 MILE| 1795.00000 19745.00| 1200.00000 13200.00| 1850.00000 20350.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 090 -3 TABULATION OF BIDS CALL ORDER : 090 CONTRACT ID : 20020927090 COUNTIES : HENRY LETTING DATE : 09/27/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A041 11.000 MILE| 3795.00000 41745.00| 3000.00000 33000.00| 3750.00000 41250.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 11.000 MILE| 3795.00000 41745.00| 3000.00000 33000.00| 3750.00000 41250.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 3785.000 LF | 1.30000 4920.50| 1.29000 4882.65| 1.35000 5109.75 Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 1190.000 SQFT| 1.60000 1904.00| 1.59000 1892.10| 2.15000 2558.50 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 269.000 SQFT| 2.50000 672.50| 2.49000 669.81| 2.65000 712.85 Traffic Control Legends, Class 2, Type | | | 0200 703D001 2140.000 SQFT| 0.50000 1070.00| 0.50000 1070.00| 0.85000 1819.00 Temporary Traffic Control Markings | | | 0210 703E001 538.000 SQFT| 0.50000 269.00| 0.50000 269.00| 1.00000 538.00 Temporary Traffic Control Legends | | | 0220 705A030 100.000 EACH| 4.50000 450.00| 4.48000 448.00| 4.86000 486.00 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 50.000 EACH| 4.50000 225.00| 4.48000 224.00| 4.86000 243.00 Pavement Markers, Class A-H, Type 1-A | | | 0240 705A039 350.000 EACH| 4.50000 1575.00| 4.48000 1568.00| 4.50000 1575.00 Pavement Markers, Class A-H, Type 2-A | | | 0250 740B000 956.000 SQFT| 7.90000 7552.40| 7.95000 7600.20| 7.50000 7170.00 Construction Signs | | | 0260 740E000 150.000 EACH| 5.70000 855.00| 13.95000 2092.50| 10.00000 1500.00 Cones (36 Inches High) | | | 0270 740M001 150.000 EACH| 2.28000 342.00| 6.00000 900.00| 5.00000 750.00 Ballast For Cone | | | 0280 741C010 2.000 EACH| 342.19000 684.38| 1000.00000 2000.00| 1000.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 819,797.61| $ 987,411.31| $ 1,178,866.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 819,797.61| $ 987,411.31| $ 1,178,866.33 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 091 -1 VENDOR RANKING CALL ORDER : 091 CONTRACT ID : 20020927091 COUNTIES : MONROE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-503-021-209 for constructing the Resurfacing and Traffic Stripe on S.R.#21 from MP 52.280 to MP 58.616 south of Beatrice. Length 6.336 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 860,490.22 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 936,607.36 108.8458% 3 02032 BULLARD EXCAVATING, INC. $ 1,000,000.00 116.2128% 4 23011 HOSEA O. WEAVER & SONS, INC. $ 1,024,926.96 119.1097% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 091 -2 TABULATION OF BIDS CALL ORDER : 091 CONTRACT ID : 20020927091 COUNTIES : MONROE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13008 |( 3 ) 02032 |APAC-ALABAMA, INC. |MOBILE ASPHALT COMPANY, LLC |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 100.00000 100.00| 123.45000 123.45| 200.00000 200.00 Mailbox Reset, Single | | | 0020 210D000 3070.000 CUYD| 7.50000 23025.00| 8.40000 25788.00| 6.00000 18420.00 Borrow Excavation | | | 0030 401B100 87469.000 SQYD| 0.53000 46358.57| 0.59000 51606.71| 0.65000 56854.85 Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 4805.000 GAL | 1.25000 6006.25| 0.85000 4084.25| 1.25000 6006.25 Tack Coat | | | 0050 424A360 5084.000 TON | 35.00000 177940.00| 38.55000 195988.20| 39.80000 202343.20 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A363 100.000 TON | 50.00000 5000.00| 38.55000 3855.00| 50.00000 5000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A366 900.000 TON | 36.00000 32400.00| 38.55000 34695.00| 44.80000 40320.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 11554.000 TON | 32.25000 372616.50| 35.25000 407278.50| 38.71000 447255.34 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 100.000 TON | 50.00000 5000.00| 38.55000 3855.00| 45.00000 4500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 3005.000 TON | 33.50000 100667.50| 36.05000 108330.25| 40.70000 122303.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B000 100.000 TON | 32.00000 3200.00| 24.30000 2430.00| 35.00000 3500.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 091 -3 TABULATION OF BIDS CALL ORDER : 091 CONTRACT ID : 20020927091 COUNTIES : MONROE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13008 |( 3 ) 02032 |APAC-ALABAMA, INC. |MOBILE ASPHALT COMPANY, LLC |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 18000.00000 18000.00| 9500.00000 9500.00| 18022.58000 18022.58 Mobilization | | | 0130 652A057 6.000 ACRE| 440.00000 2640.00| 489.65000 2937.90| 440.00000 2640.00 Seeding (Mix 3A) | | | 0140 656A000 6.000 ACRE| 400.00000 2400.00| 489.65000 2937.90| 400.00000 2400.00 Mulching, Class A, Type 1 | | | 0150 665F000 300.000 EACH| 4.50000 1350.00| 6.90000 2070.00| 4.50000 1350.00 Hay Bales | | | 0160 665J000 1000.000 LF | 2.95000 2950.00| 2.25000 2250.00| 2.95000 2950.00 Silt Fence, Type A | | | 0170 701A028 13.000 MILE| 1150.00000 14950.00| 1523.30000 19802.90| 1130.00000 14690.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A046 4.000 MILE| 850.00000 3400.00| 870.45000 3481.80| 800.00000 3200.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 7.000 MILE| 1490.00000 10430.00| 1686.50000 11805.50| 1135.00000 7945.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701C002 15.000 MILE| 270.00000 4050.00| 217.60000 3264.00| 297.00000 4455.00 Broken Temporary Traffic Stripe (Paint) | | | 0210 701C003 28.000 MILE| 290.00000 8120.00| 272.00000 7616.00| 315.00000 8820.00 Solid Temporary Traffic Stripe (Paint) | | | 0220 701D007 1.000 MILE| 1300.00000 1300.00| 924.85000 924.85| 1000.00000 1000.00 Solid Traffic Stripe Removed (Paint) | | | 0230 701D014 1.000 MILE| 1000.00000 1000.00| 816.05000 816.05| 875.00000 875.00 Broken Traffic Stripe Removed (Paint) | | | 0240 701G125 1622.000 LF | 2.92000 4736.24| 4.35000 7055.70| 3.60000 5839.20 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701G129 210.000 LF | 2.98000 625.80| 4.10000 861.00| 1.65000 346.50 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G133 1412.000 LF | 3.13000 4419.56| 4.35000 6142.20| 3.61000 5097.32 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 703A002 510.000 SQFT| 1.70000 867.00| 2.20000 1122.00| 2.15000 1096.50 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 091 -4 TABULATION OF BIDS CALL ORDER : 091 CONTRACT ID : 20020927091 COUNTIES : MONROE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 13008 |( 3 ) 02032 |APAC-ALABAMA, INC. |MOBILE ASPHALT COMPANY, LLC |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 703D002 720.000 SQFT| 0.70000 504.00| 0.55000 396.00| 1.75000 1260.00 Temporary Traffic Control Markings | | | (Paint) | | | 0290 705A032 165.000 EACH| 4.60000 759.00| 5.45000 899.25| 4.86000 801.90 Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 301.000 EACH| 4.80000 1444.80| 5.45000 1640.45| 4.86000 1462.86 Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 466.000 SQFT| 8.00000 3728.00| 10.75000 5009.50| 7.50000 3495.00 Construction Signs | | | 0320 740E000 100.000 EACH| 0.01000 1.00| 11.65000 1165.00| 12.00000 1200.00 Cones (36 Inches High) | | | 0330 740M001 100.000 EACH| 0.01000 1.00| 8.75000 875.00| 8.50000 850.00 Ballast For Cone | | | 0340 740O000 1.000 EACH| 500.00000 500.00| 6000.00000 6000.00| 3500.00000 3500.00 Pilot Car | | | SECTION TOTALS | $ 860,490.22| $ 936,607.36| $ 1,000,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 860,490.22| $ 936,607.36| $ 1,000,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 091 -5 TABULATION OF BIDS CALL ORDER : 091 CONTRACT ID : 20020927091 COUNTIES : MONROE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 69.98000 69.98| | Mailbox Reset, Single | | | 0020 210D000 3070.000 CUYD| 12.46000 38252.20| | Borrow Excavation | | | 0030 401B100 87469.000 SQYD| 0.63000 55105.47| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 4805.000 GAL | 0.82000 3940.10| | Tack Coat | | | 0050 424A360 5084.000 TON | 38.51000 195784.84| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A363 100.000 TON | 88.76000 8876.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A366 900.000 TON | 44.35000 39915.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 11554.000 TON | 36.45000 421143.30| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 100.000 TON | 88.39000 8839.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 3005.000 TON | 42.87000 128824.35| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B000 100.000 TON | 34.12000 3412.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 091 -6 TABULATION OF BIDS CALL ORDER : 091 CONTRACT ID : 20020927091 COUNTIES : MONROE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 22222.21000 22222.21| | Mobilization | | | 0130 652A057 6.000 ACRE| 585.47000 3512.82| | Seeding (Mix 3A) | | | 0140 656A000 6.000 ACRE| 585.47000 3512.82| | Mulching, Class A, Type 1 | | | 0150 665F000 300.000 EACH| 6.69000 2007.00| | Hay Bales | | | 0160 665J000 1000.000 LF | 3.25000 3250.00| | Silt Fence, Type A | | | 0170 701A028 13.000 MILE| 1639.32000 21311.16| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A046 4.000 MILE| 936.75000 3747.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 7.000 MILE| 1814.96000 12704.72| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701C002 15.000 MILE| 234.19000 3512.85| | Broken Temporary Traffic Stripe (Paint) | | | 0210 701C003 28.000 MILE| 292.74000 8196.72| | Solid Temporary Traffic Stripe (Paint) | | | 0220 701D007 1.000 MILE| 995.31000 995.31| | Solid Traffic Stripe Removed (Paint) | | | 0230 701D014 1.000 MILE| 878.21000 878.21| | Broken Traffic Stripe Removed (Paint) | | | 0240 701G125 1622.000 LF | 4.68000 7590.96| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701G129 210.000 LF | 4.39000 921.90| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G133 1412.000 LF | 4.68000 6608.16| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 703A002 510.000 SQFT| 2.34000 1193.40| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 091 -7 TABULATION OF BIDS CALL ORDER : 091 CONTRACT ID : 20020927091 COUNTIES : MONROE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 703D002 720.000 SQFT| 0.59000 424.80| | Temporary Traffic Control Markings | | | (Paint) | | | 0290 705A032 165.000 EACH| 5.85000 965.25| | Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 301.000 EACH| 5.85000 1760.85| | Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 466.000 SQFT| 11.75000 5475.50| | Construction Signs | | | 0320 740E000 100.000 EACH| 12.24000 1224.00| | Cones (36 Inches High) | | | 0330 740M001 100.000 EACH| 8.35000 835.00| | Ballast For Cone | | | 0340 740O000 1.000 EACH| 7914.08000 7914.08| | Pilot Car | | | SECTION TOTALS | $ 1,024,926.96| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,024,926.96| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 092 -1 VENDOR RANKING CALL ORDER : 092 CONTRACT ID : 20020927092 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : 99-503-690-000-201 for constructing the Bridge Coatings (4) on I-59 over 4th Avenue South and over S.R.#75 in Birmingham. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16052 POSEIDON CONSTRUCTION, INC. $ 135,500.00 100.0000% 2 04055 3-D'S BRIDGE PAINTING CORP. $ 171,482.00 126.5550% 3 22019 VIMAS PAINTING COMPANY, INC. $ 284,900.50 210.2587% 4 13090 M&J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 331,390.18 244.5684% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 092 -2 TABULATION OF BIDS CALL ORDER : 092 CONTRACT ID : 20020927092 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16052 |( 2 ) 04055 |( 3 ) 22019 |POSEIDON CONSTRUCTION, INC. |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 521B000 LUMP| 32002.00000 32002.00| 40000.00000 40000.00| 64350.00000 64350.00 Coating Existing Bridge At M.P. 133.7 | | | I-59 (SBR) | | | 0020 521B001 LUMP| 34162.00000 34162.00| 40000.00000 40000.00| 68062.50000 68062.50 Coating Existing Bridge At M.P. 133.7 | | | I-59 (NBR) | | | 0030 521B002 LUMP| 29302.00000 29302.00| 40000.00000 40000.00| 59400.00000 59400.00 Coating Existing Bridge At M.P. 134.4 | | | I-59 (SBR) | | | 0040 521B003 LUMP| 29302.00000 29302.00| 40000.00000 40000.00| 59400.00000 59400.00 Coating Existing Bridge At M.P. 134.4 | | | I-59 (NBR) | | | 0050 600A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 15000.00000 15000.00 Mobilization | | | 0060 740B000 394.000 SQFT| 1.00000 394.00| 1.00000 394.00| 12.00000 4728.00 Construction Signs | | | 0070 740D000 88.000 EACH| 1.00000 88.00| 1.00000 88.00| 45.00000 3960.00 Channelizing Drums | | | 0080 741C010 1.000 EACH| 250.00000 250.00| 1000.00000 1000.00| 10000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 135,500.00| $ 171,482.00| $ 284,900.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 135,500.00| $ 171,482.00| $ 284,900.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 092 -3 TABULATION OF BIDS CALL ORDER : 092 CONTRACT ID : 20020927092 COUNTIES : JEFFERSON LETTING DATE : 09/27/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13090 |( ) |( ) |M&J CONSTRUCTION CO. OF PIN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 521B000 LUMP| 76000.00000 76000.00| | Coating Existing Bridge At M.P. 133.7 | | | I-59 (SBR) | | | 0020 521B001 LUMP| 80000.00000 80000.00| | Coating Existing Bridge At M.P. 133.7 | | | I-59 (NBR) | | | 0030 521B002 LUMP| 70000.00000 70000.00| | Coating Existing Bridge At M.P. 134.4 | | | I-59 (SBR) | | | 0040 521B003 LUMP| 70000.00000 70000.00| | Coating Existing Bridge At M.P. 134.4 | | | I-59 (NBR) | | | 0050 600A000 LUMP| 25000.00000 25000.00| | Mobilization | | | 0060 740B000 394.000 SQFT| 8.92000 3514.48| | Construction Signs | | | 0070 740D000 88.000 EACH| 67.65000 5953.20| | Channelizing Drums | | | 0080 741C010 1.000 EACH| 922.50000 922.50| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 331,390.18| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 331,390.18| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -1 VENDOR RANKING CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : 99-609-491-000-207 for constructing Safety Improvements at various locations in Tillmans Corner as indicated on the plans. Length - 0.508 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19058 S. J. & L., INC. $ 545,082.10 100.0000% 2 20021 C. THORNTON, INC. $ 550,301.79 100.9576% 3 16024 PEAVY CONSTRUCTION COMPANY, INC. $ 583,234.52 106.9994% 4 09010 INDUSTRIAL SERVICES OF MOBILE, INC. $ 593,506.27 108.8838% 5 23029 J. S. WALTON & COMPANY, INC. $ 597,840.04 109.6789% 6 01039 JAMES H. ADAMS & SON CONSTRUCTION COMPANY, INC. $ 661,339.40 121.3284% 7 01073 ASPHALT SUPPLY, L.L.C. $ 698,600.16 128.1642% 8 20044 FRANK TURNER CONSTRUCTION CO., INC. $ 742,163.89 136.1563% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -2 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19058 |( 2 ) 20021 |( 3 ) 16024 |S. J. & L., INC. |C. THORNTON, INC. |PEAVY CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D000 102.000 LF | 9.50000 969.00| 5.30000 540.60| 8.50000 867.00 Removing Pipe | | | 0020 206D002 88.000 LF | 3.00000 264.00| 5.30000 466.40| 3.75000 330.00 Removing Curb | | | 0030 206D005 128.000 LF | 3.00000 384.00| 5.30000 678.40| 3.75000 480.00 Removing Gutter | | | 0040 206E000 7.000 EACH| 145.00000 1015.00| 150.00000 1050.00| 186.00000 1302.00 Removing Headwalls | | | 0050 210A000 544.000 CUYD| 5.00000 2720.00| 9.00000 4896.00| 4.50000 2448.00 Unclassified Excavation | | | 0060 210D022 1838.000 CUYD| 5.75000 10568.50| 7.50000 13785.00| 8.48000 15586.24 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0070 214A000 964.000 CUYD| 5.00000 4820.00| 7.00000 6748.00| 5.30000 5109.20 Structure Excavation | | | 0080 214B001 717.000 CUYD| 6.50000 4660.50| 33.00000 23661.00| 33.92000 24320.64 Foundation Backfill, Commercial | | | 0090 230A000 22.000 RBST| 260.00000 5720.00| 200.00000 4400.00| 300.00000 6600.00 Roadbed Processing | | | 0100 301A012 4896.000 SQYD| 6.50000 31824.00| 7.81000 38237.76| 10.53000 51554.88 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 4896.000 SQYD| 0.75000 3672.00| 0.60000 2937.60| 0.75000 3672.00 Bituminous Treatment A | | | 0120 401B100 1191.000 SQYD| 2.40000 2858.40| 4.01000 4775.91| 4.80000 5716.80 Bituminous Treatment E (With Polymer | | | Additive) | | | 0130 424A360 270.000 TON | 56.75000 15322.50| 65.29000 17628.30| 70.00000 18900.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424B651 736.000 TON | 50.00000 36800.00| 64.13000 47199.68| 58.50000 43056.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -3 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19058 |( 2 ) 20021 |( 3 ) 16024 |S. J. & L., INC. |C. THORNTON, INC. |PEAVY CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B655 50.000 TON | 71.40000 3570.00| 67.62000 3381.00| 70.00000 3500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B659 100.000 TON | 50.00000 5000.00| 67.62000 6762.00| 70.00000 7000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B681 736.000 TON | 50.65000 37278.40| 63.49000 46728.64| 60.00000 44160.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 430B040 50.000 TON | 28.70000 1435.00| 50.13000 2506.50| 50.00000 2500.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0190 502A000 99954.000 LB | 0.60000 59972.40| 0.45000 44979.30| 0.48000 47977.92 Steel Reinforcement | | | 0200 524B011 569.000 CUYD| 310.00000 176390.00| 260.00000 147940.00| 258.50000 147086.50 Culvert Concrete Extension (Cast In | | | Place) | | | 0210 535A411 70.000 LF | 33.00000 2310.00| 33.00000 2310.00| 26.50000 1855.00 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 535A412 56.000 LF | 41.30000 2312.80| 41.00000 2296.00| 34.00000 1904.00 24" Side Drain Pipe(Class 3 R.C. | | | )(Extension) | | | 0230 600A000 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 35000.00000 35000.00 Mobilization | | | 0240 614A000 10.000 CUYD| 360.00000 3600.00| 275.00000 2750.00| 400.00000 4000.00 Slope Paving | | | 0250 620A000 2.000 CUYD| 600.00000 1200.00| 400.00000 800.00| 1000.00000 2000.00 Minor Structure Concrete | | | 0260 621C020 4.000 EACH| 2400.00000 9600.00| 1600.00000 6400.00| 2500.00000 10000.00 Inlets, Type Y | | | 0270 650A000 744.000 CUYD| 10.50000 7812.00| 13.00000 9672.00| 10.00000 7440.00 Topsoil | | | 0280 652A061 1.000 ACRE| 925.00000 925.00| 700.00000 700.00| 720.00000 720.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -4 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19058 |( 2 ) 20021 |( 3 ) 16024 |S. J. & L., INC. |C. THORNTON, INC. |PEAVY CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 654A003 50.000 SQYD| 5.00000 250.00| 6.00000 300.00| 5.50000 275.00 Solid Sodding (Centipede) | | | 0300 656A000 1.000 ACRE| 925.00000 925.00| 700.00000 700.00| 720.00000 720.00 Mulching, Class A, Type 1 | | | 0310 665A000 1.000 ACRE| 750.00000 750.00| 525.00000 525.00| 500.00000 500.00 Temporary Seeding | | | 0320 665B000 1.000 ACRE| 750.00000 750.00| 525.00000 525.00| 500.00000 500.00 Temporary Mulching | | | 0330 665F000 197.000 EACH| 6.00000 1182.00| 5.00000 985.00| 5.00000 985.00 Hay Bales | | | 0340 665G000 138.000 EACH| 3.00000 414.00| 1.95000 269.10| 3.00000 414.00 Sand Bags | | | 0350 665I000 90.000 TON | 41.30000 3717.00| 36.00000 3240.00| 27.00000 2430.00 Temporary Riprap, Class 2 | | | 0360 665J000 410.000 LF | 4.00000 1640.00| 4.00000 1640.00| 4.50000 1845.00 Silt Fence, Type A | | | 0370 680A000 LUMP| 3500.00000 3500.00| 4000.00000 4000.00| 20000.00000 20000.00 Engineering Controls | | | 0380 701C000 1.000 MILE| 600.00000 600.00| 385.00000 385.00| 585.00000 585.00 Broken Temporary Traffic Stripe | | | 0390 701C001 3.000 MILE| 600.00000 1800.00| 385.00000 1155.00| 585.00000 1755.00 Solid Temporary Traffic Stripe | | | 0400 701D008 2.000 MILE| 1800.00000 3600.00| 880.00000 1760.00| 1755.00000 3510.00 Solid Traffic Stripe Removed (Plastic) | | | 0410 702A040 1.000 MILE| 5950.00000 5950.00| 4400.00000 4400.00| 5850.00000 5850.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0420 702A041 1.000 MILE| 5950.00000 5950.00| 4400.00000 4400.00| 5850.00000 5850.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0430 702A043 1.000 MILE| 5950.00000 5950.00| 4400.00000 4400.00| 5850.00000 5850.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0440 702B011 668.000 LF | 1.20000 801.60| 2.05000 1369.40| 1.17000 781.56 Dotted Profiled Traffic Stripe (6" Wide | | | 0450 703A002 789.000 SQFT| 2.40000 1893.60| 2.20000 1735.80| 2.40000 1893.60 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -5 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19058 |( 2 ) 20021 |( 3 ) 16024 |S. J. & L., INC. |C. THORNTON, INC. |PEAVY CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 703B002 179.000 SQFT| 2.40000 429.60| 2.20000 393.80| 2.40000 429.60 Traffic Control Legends, Class 2, Type | | | 0470 703C001 624.000 SQFT| 1.20000 748.80| 2.65000 1653.60| 1.17000 730.08 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0480 705A030 30.000 EACH| 6.00000 180.00| 5.50000 165.00| 5.85000 175.50 Pavement Markers, Class A-H, Type 2-C | | | 0490 705A032 112.000 EACH| 6.00000 672.00| 5.50000 616.00| 5.85000 655.20 Pavement Markers, Class A-H, Type 1-B | | | 0500 705A038 72.000 EACH| 6.00000 432.00| 5.50000 396.00| 5.85000 421.20 Pavement Markers, Class A-H, Type 2-E | | | 0510 740B000 1078.000 SQFT| 11.00000 11858.00| 11.00000 11858.00| 11.70000 12612.60 Construction Signs | | | 0520 740D000 100.000 EACH| 73.00000 7300.00| 70.00000 7000.00| 78.00000 7800.00 Channelizing Drums | | | 0530 740E000 100.000 EACH| 16.20000 1620.00| 16.00000 1600.00| 17.40000 1740.00 Cones (36 Inches High) | | | 0540 740F002 20.000 EACH| 200.00000 4000.00| 200.00000 4000.00| 216.00000 4320.00 Barricades, Type III | | | 0550 740M001 100.000 EACH| 5.65000 565.00| 6.00000 600.00| 6.00000 600.00 Ballast For Cone | | | 0560 741C010 2.000 EACH| 2300.00000 4600.00| 3000.00000 6000.00| 2460.00000 4920.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 545,082.10| $ 550,301.79| $ 583,234.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 545,082.10| $ 550,301.79| $ 583,234.52 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -6 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 09010 |( 5 ) 23029 |( 6 ) 01039 |INDUSTRIAL SERVICES OF MOBI |J. S. WALTON & COMPANY, INC |JAMES H. ADAMS & SON CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D000 102.000 LF | 13.01000 1327.02| 6.84000 697.68| 6.00000 612.00 Removing Pipe | | | 0020 206D002 88.000 LF | 2.72000 239.36| 4.13000 363.44| 2.00000 176.00 Removing Curb | | | 0030 206D005 128.000 LF | 3.31000 423.68| 5.68000 727.04| 2.00000 256.00 Removing Gutter | | | 0040 206E000 7.000 EACH| 500.61000 3504.27| 121.09000 847.63| 300.00000 2100.00 Removing Headwalls | | | 0050 210A000 544.000 CUYD| 3.63000 1974.72| 11.16000 6071.04| 4.00000 2176.00 Unclassified Excavation | | | 0060 210D022 1838.000 CUYD| 8.05000 14795.90| 7.73000 14207.74| 7.00000 12866.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0070 214A000 964.000 CUYD| 4.12000 3971.68| 5.73000 5523.72| 8.00000 7712.00 Structure Excavation | | | 0080 214B001 717.000 CUYD| 31.24000 22399.08| 36.64000 26270.88| 35.00000 25095.00 Foundation Backfill, Commercial | | | 0090 230A000 22.000 RBST| 283.98000 6247.56| 191.33000 4209.26| 300.00000 6600.00 Roadbed Processing | | | 0100 301A012 4896.000 SQYD| 9.05000 44308.80| 8.35000 40881.60| 8.00000 39168.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 4896.000 SQYD| 0.74000 3623.04| 0.69000 3378.24| 0.70000 3427.20 Bituminous Treatment A | | | 0120 401B100 1191.000 SQYD| 4.91000 5847.81| 4.60000 5478.60| 4.50000 5359.50 Bituminous Treatment E (With Polymer | | | Additive) | | | 0130 424A360 270.000 TON | 73.65000 19885.50| 68.95000 18616.50| 66.00000 17820.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424B651 736.000 TON | 61.38000 45175.68| 57.46000 42290.56| 56.00000 41216.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -7 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 09010 |( 5 ) 23029 |( 6 ) 01039 |INDUSTRIAL SERVICES OF MOBI |J. S. WALTON & COMPANY, INC |JAMES H. ADAMS & SON CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B655 50.000 TON | 73.65000 3682.50| 74.69000 3734.50| 75.00000 3750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B659 100.000 TON | 73.65000 7365.00| 68.95000 6895.00| 75.00000 7500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B681 736.000 TON | 61.38000 45175.68| 57.46000 42290.56| 56.00000 41216.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 430B040 50.000 TON | 24.47000 1223.50| 27.00000 1350.00| 25.00000 1250.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0190 502A000 99954.000 LB | 0.56000 55974.24| 0.52000 51976.08| 0.55000 54974.70 Steel Reinforcement | | | 0200 524B011 569.000 CUYD| 298.79000 170011.51| 279.23000 158881.87| 400.00000 227600.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0210 535A411 70.000 LF | 29.82000 2087.40| 34.67000 2426.90| 25.00000 1750.00 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 535A412 56.000 LF | 39.59000 2217.04| 41.98000 2350.88| 60.00000 3360.00 24" Side Drain Pipe(Class 3 R.C. | | | )(Extension) | | | 0230 600A000 LUMP| 28702.90000 28702.90| 94197.95000 94197.95| 40000.00000 40000.00 Mobilization | | | 0240 614A000 10.000 CUYD| 463.23000 4632.30| 353.51000 3535.10| 260.00000 2600.00 Slope Paving | | | 0250 620A000 2.000 CUYD| 1158.08000 2316.16| 682.69000 1365.38| 450.00000 900.00 Minor Structure Concrete | | | 0260 621C020 4.000 EACH| 2895.20000 11580.80| 1198.73000 4794.92| 2500.00000 10000.00 Inlets, Type Y | | | 0270 650A000 744.000 CUYD| 14.08000 10475.52| 10.85000 8072.40| 10.00000 7440.00 Topsoil | | | 0280 652A061 1.000 ACRE| 797.91000 797.91| 1093.74000 1093.74| 1000.00000 1000.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -8 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 09010 |( 5 ) 23029 |( 6 ) 01039 |INDUSTRIAL SERVICES OF MOBI |J. S. WALTON & COMPANY, INC |JAMES H. ADAMS & SON CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 654A003 50.000 SQYD| 5.21000 260.50| 3.55000 177.50| 5.00000 250.00 Solid Sodding (Centipede) | | | 0300 656A000 1.000 ACRE| 736.54000 736.54| 1115.00000 1115.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0310 665A000 1.000 ACRE| 736.54000 736.54| 518.02000 518.02| 400.00000 400.00 Temporary Seeding | | | 0320 665B000 1.000 ACRE| 705.85000 705.85| 501.93000 501.93| 400.00000 400.00 Temporary Mulching | | | 0330 665F000 197.000 EACH| 8.18000 1611.46| 4.02000 791.94| 5.00000 985.00 Hay Bales | | | 0340 665G000 138.000 EACH| 2.64000 364.32| 3.12000 430.56| 3.00000 414.00 Sand Bags | | | 0350 665I000 90.000 TON | 39.80000 3582.00| 32.81000 2952.90| 25.00000 2250.00 Temporary Riprap, Class 2 | | | 0360 665J000 410.000 LF | 1.81000 742.10| 6.40000 2624.00| 5.00000 2050.00 Silt Fence, Type A | | | 0370 680A000 LUMP| 7979.14000 7979.14| 2581.23000 2581.23| 20000.00000 20000.00 Engineering Controls | | | 0380 701C000 1.000 MILE| 405.32000 405.32| 574.57000 574.57| 600.00000 600.00 Broken Temporary Traffic Stripe | | | 0390 701C001 3.000 MILE| 405.32000 1215.96| 574.57000 1723.71| 600.00000 1800.00 Solid Temporary Traffic Stripe | | | 0400 701D008 2.000 MILE| 926.46000 1852.92| 1723.72000 3447.44| 1700.00000 3400.00 Solid Traffic Stripe Removed (Plastic) | | | 0410 702A040 1.000 MILE| 4632.30000 4632.30| 5745.73000 5745.73| 5500.00000 5500.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0420 702A041 1.000 MILE| 4632.30000 4632.30| 5745.73000 5745.73| 5500.00000 5500.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0430 702A043 1.000 MILE| 4632.30000 4632.30| 5745.73000 5745.73| 5500.00000 5500.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0440 702B011 668.000 LF | 2.15000 1436.20| 1.15000 768.20| 1.25000 835.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0450 703A002 789.000 SQFT| 2.32000 1830.48| 2.30000 1814.70| 3.00000 2367.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -9 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 09010 |( 5 ) 23029 |( 6 ) 01039 |INDUSTRIAL SERVICES OF MOBI |J. S. WALTON & COMPANY, INC |JAMES H. ADAMS & SON CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 703B002 179.000 SQFT| 2.32000 415.28| 2.30000 411.70| 3.00000 537.00 Traffic Control Legends, Class 2, Type | | | 0470 703C001 624.000 SQFT| 2.77000 1728.48| 1.15000 717.60| 1.25000 780.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0480 705A030 30.000 EACH| 5.79000 173.70| 5.75000 172.50| 5.50000 165.00 Pavement Markers, Class A-H, Type 2-C | | | 0490 705A032 112.000 EACH| 5.79000 648.48| 5.75000 644.00| 5.50000 616.00 Pavement Markers, Class A-H, Type 1-B | | | 0500 705A038 72.000 EACH| 5.79000 416.88| 5.75000 414.00| 5.50000 396.00 Pavement Markers, Class A-H, Type 2-E | | | 0510 740B000 1078.000 SQFT| 11.97000 12903.66| 3.82000 4117.96| 15.00000 16170.00 Construction Signs | | | 0520 740D000 100.000 EACH| 79.79000 7979.00| 3.72000 372.00| 80.00000 8000.00 Channelizing Drums | | | 0530 740E000 100.000 EACH| 17.19000 1719.00| 3.15000 315.00| 15.00000 1500.00 Cones (36 Inches High) | | | 0540 740F002 20.000 EACH| 227.60000 4552.00| 18.60000 372.00| 300.00000 6000.00 Barricades, Type III | | | 0550 740M001 100.000 EACH| 6.14000 614.00| 2.86000 286.00| 10.00000 1000.00 Ballast For Cone | | | 0560 741C010 2.000 EACH| 2516.50000 5033.00| 114.59000 229.18| 2500.00000 5000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 593,506.27| $ 597,840.04| $ 661,339.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 593,506.27| $ 597,840.04| $ 661,339.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -10 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01073 |( 8 ) 20044 |( ) |ASPHALT SUPPLY, L.L.C. |FRANK TURNER CONSTRUCTION C | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D000 102.000 LF | 25.00000 2550.00| 10.00000 1020.00| Removing Pipe | | | 0020 206D002 88.000 LF | 22.00000 1936.00| 5.00000 440.00| Removing Curb | | | 0030 206D005 128.000 LF | 22.00000 2816.00| 5.00000 640.00| Removing Gutter | | | 0040 206E000 7.000 EACH| 350.00000 2450.00| 250.00000 1750.00| Removing Headwalls | | | 0050 210A000 544.000 CUYD| 8.35000 4542.40| 7.00000 3808.00| Unclassified Excavation | | | 0060 210D022 1838.000 CUYD| 8.75000 16082.50| 7.00000 12866.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0070 214A000 964.000 CUYD| 15.00000 14460.00| 7.00000 6748.00| Structure Excavation | | | 0080 214B001 717.000 CUYD| 35.00000 25095.00| 32.00000 22944.00| Foundation Backfill, Commercial | | | 0090 230A000 22.000 RBST| 165.00000 3630.00| 175.00000 3850.00| Roadbed Processing | | | 0100 301A012 4896.000 SQYD| 6.70000 32803.20| 7.10000 34761.60| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 4896.000 SQYD| 0.65000 3182.40| 0.60000 2937.60| Bituminous Treatment A | | | 0120 401B100 1191.000 SQYD| 2.65000 3156.15| 2.00000 2382.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0130 424A360 270.000 TON | 55.00000 14850.00| 47.77000 12897.90| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424B651 736.000 TON | 54.00000 39744.00| 42.07000 30963.52| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -11 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01073 |( 8 ) 20044 |( ) |ASPHALT SUPPLY, L.L.C. |FRANK TURNER CONSTRUCTION C | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B655 50.000 TON | 54.00000 2700.00| 60.07000 3003.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B659 100.000 TON | 54.00000 5400.00| 42.07000 4207.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B681 736.000 TON | 54.00000 39744.00| 42.62000 31368.32| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 430B040 50.000 TON | 43.00000 2150.00| 50.00000 2500.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0190 502A000 99954.000 LB | 0.51000 50976.54| 1.00000 99954.00| Steel Reinforcement | | | 0200 524B011 569.000 CUYD| 400.00000 227600.00| 450.00000 256050.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0210 535A411 70.000 LF | 42.46000 2972.20| 42.27000 2958.90| 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 535A412 56.000 LF | 49.82000 2789.92| 49.52000 2773.12| 24" Side Drain Pipe(Class 3 R.C. | | | )(Extension) | | | 0230 600A000 LUMP| 101900.00000 101900.00| 82437.63000 82437.63| Mobilization | | | 0240 614A000 10.000 CUYD| 250.00000 2500.00| 357.50000 3575.00| Slope Paving | | | 0250 620A000 2.000 CUYD| 600.00000 1200.00| 660.00000 1320.00| Minor Structure Concrete | | | 0260 621C020 4.000 EACH| 2600.00000 10400.00| 2750.00000 11000.00| Inlets, Type Y | | | 0270 650A000 744.000 CUYD| 12.50000 9300.00| 8.50000 6324.00| Topsoil | | | 0280 652A061 1.000 ACRE| 800.00000 800.00| 550.00000 550.00| Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -12 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01073 |( 8 ) 20044 |( ) |ASPHALT SUPPLY, L.L.C. |FRANK TURNER CONSTRUCTION C | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 654A003 50.000 SQYD| 7.80000 390.00| 6.00000 300.00| Solid Sodding (Centipede) | | | 0300 656A000 1.000 ACRE| 800.00000 800.00| 500.00000 500.00| Mulching, Class A, Type 1 | | | 0310 665A000 1.000 ACRE| 600.00000 600.00| 300.00000 300.00| Temporary Seeding | | | 0320 665B000 1.000 ACRE| 600.00000 600.00| 300.00000 300.00| Temporary Mulching | | | 0330 665F000 197.000 EACH| 5.25000 1034.25| 5.00000 985.00| Hay Bales | | | 0340 665G000 138.000 EACH| 1.25000 172.50| 3.50000 483.00| Sand Bags | | | 0350 665I000 90.000 TON | 43.00000 3870.00| 32.00000 2880.00| Temporary Riprap, Class 2 | | | 0360 665J000 410.000 LF | 1.85000 758.50| 5.00000 2050.00| Silt Fence, Type A | | | 0370 680A000 LUMP| 6000.00000 6000.00| 25000.00000 25000.00| Engineering Controls | | | 0380 701C000 1.000 MILE| 556.00000 556.00| 550.00000 550.00| Broken Temporary Traffic Stripe | | | 0390 701C001 3.000 MILE| 556.00000 1668.00| 550.00000 1650.00| Solid Temporary Traffic Stripe | | | 0400 701D008 2.000 MILE| 1667.00000 3334.00| 1650.00000 3300.00| Solid Traffic Stripe Removed (Plastic) | | | 0410 702A040 1.000 MILE| 5556.00000 5556.00| 5500.00000 5500.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0420 702A041 1.000 MILE| 5556.00000 5556.00| 5500.00000 5500.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0430 702A043 1.000 MILE| 5556.00000 5556.00| 5500.00000 5500.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0440 702B011 668.000 LF | 1.11000 741.48| 1.10000 734.80| Dotted Profiled Traffic Stripe (6" Wide | | | 0450 703A002 789.000 SQFT| 2.23000 1759.47| 2.20000 1735.80| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 093 -13 TABULATION OF BIDS CALL ORDER : 093 CONTRACT ID : 20020927093 COUNTIES : MOBILE LETTING DATE : 09/27/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01073 |( 8 ) 20044 |( ) |ASPHALT SUPPLY, L.L.C. |FRANK TURNER CONSTRUCTION C | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 703B002 179.000 SQFT| 2.23000 399.17| 2.20000 393.80| Traffic Control Legends, Class 2, Type | | | 0470 703C001 624.000 SQFT| 1.11000 692.64| 1.10000 686.40| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0480 705A030 30.000 EACH| 5.56000 166.80| 5.50000 165.00| Pavement Markers, Class A-H, Type 2-C | | | 0490 705A032 112.000 EACH| 5.56000 622.72| 5.50000 616.00| Pavement Markers, Class A-H, Type 1-B | | | 0500 705A038 72.000 EACH| 5.56000 400.32| 5.50000 396.00| Pavement Markers, Class A-H, Type 2-E | | | 0510 740B000 1078.000 SQFT| 12.00000 12936.00| 11.00000 11858.00| Construction Signs | | | 0520 740D000 100.000 EACH| 55.00000 5500.00| 75.00000 7500.00| Channelizing Drums | | | 0530 740E000 100.000 EACH| 6.00000 600.00| 11.00000 1100.00| Cones (36 Inches High) | | | 0540 740F002 20.000 EACH| 165.00000 3300.00| 250.00000 5000.00| Barricades, Type III | | | 0550 740M001 100.000 EACH| 3.00000 300.00| 7.50000 750.00| Ballast For Cone | | | 0560 741C010 2.000 EACH| 3500.00000 7000.00| 5200.00000 10400.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 698,600.16| $ 742,163.89| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 698,600.16| $ 742,163.89| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 094 -1 VENDOR RANKING CALL ORDER : 094 CONTRACT ID : 20020927094 COUNTIES : DALLAS LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-706-245-008-201 for constructing the Slide Repair on S.R.#8 (U.S.#80) at the S.R.#5 Interchange near Browns. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03081 CARDWELL CORPORATION $ 57,260.00 100.0000% 2 14007 W. S. NEWELL & SONS, INC. $ 66,230.41 115.6661% 3 23070 WINSTON CONTRACTING, L.L.C. $ 71,197.00 124.3399% 4 20023 TEN-T CORPORATION $ 72,168.25 126.0361% 5 07001 S. A. GRAHAM COMPANY, INC. $ 73,058.96 127.5916% 6 16023 PHILLIPS & JORDAN, INCORPORATED $ 94,825.30 165.6048% 7 10026 JRD CONTRACTING, INC. $ 100,237.00 175.0559% 8 18024 RACON, INC. $ 105,275.00 183.8543% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 094 -2 TABULATION OF BIDS CALL ORDER : 094 CONTRACT ID : 20020927094 COUNTIES : DALLAS LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03081 |( 2 ) 14007 |( 3 ) 23070 |CARDWELL CORPORATION |W. S. NEWELL & SONS, INC. |WINSTON CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206E019 1.000 EACH| 250.00000 250.00| 800.00000 800.00| 225.00000 225.00 Removing Guardrail End Anchor (Type 10) | | | 0020 210A000 1204.000 CUYD| 4.00000 4816.00| 2.68000 3226.72| 4.50000 5418.00 Unclassified Excavation | | | 0030 210D021 2738.000 CUYD| 1.00000 2738.00| 5.63000 15414.94| 8.00000 21904.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 219A000 1025.000 TON | 34.00000 34850.00| 17.25000 17681.25| 15.50000 15887.50 Rock Buttress For Landslide Correction | | | 0050 219B000 275.000 LF | 8.00000 2200.00| 10.50000 2887.50| 5.00000 1375.00 Special Underdrain 6 Inch Diameter | | | 0060 219B005 175.000 LF | 8.00000 1400.00| 10.00000 1750.00| 3.00000 525.00 Special Underdrain 6 Inch Diameter | | | (Outfall) | | | 0070 219C002 740.000 SQYD| 2.00000 1480.00| 3.00000 2220.00| 1.50000 1110.00 Special Filter Blanket, Fabric Non-Wove | | | 0080 600A000 LUMP| 5000.00000 5000.00| 8400.00000 8400.00| 5000.00000 5000.00 Mobilization | | | 0090 630C070 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 Guardrail End Anchor, Type 10 Series | | | 0100 650A000 160.000 CUYD| 0.00000 0.00| 7.00000 1120.00| 7.00000 1120.00 Topsoil | | | 0110 652A056 1.000 ACRE| 100.00000 100.00| 650.00000 650.00| 1375.00000 1375.00 Seeding (Mix 2E) | | | 0120 656A000 1.000 ACRE| 100.00000 100.00| 650.00000 650.00| 1375.00000 1375.00 Mulching, Class A, Type 1 | | | 0130 665F000 50.000 EACH| 1.00000 50.00| 0.10000 5.00| 4.75000 237.50 Hay Bales | | | 0140 665J000 1000.000 LF | 0.10000 100.00| 0.10000 100.00| 2.00000 2000.00 Silt Fence, Type A | | | 0150 680A000 LUMP| 1.00000 1.00| 2800.00000 2800.00| 5000.00000 5000.00 Engineering Controls | | | 0160 740B000 260.000 SQFT| 10.00000 2600.00| 15.00000 3900.00| 8.25000 2145.00 Construction Signs | | | 0170 740D000 75.000 EACH| 1.00000 75.00| 35.00000 2625.00| 60.00000 4500.00 Channelizing Drums | | | SECTION TOTALS | $ 57,260.00| $ 66,230.41| $ 71,197.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 57,260.00| $ 66,230.41| $ 71,197.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 094 -3 TABULATION OF BIDS CALL ORDER : 094 CONTRACT ID : 20020927094 COUNTIES : DALLAS LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20023 |( 5 ) 07001 |( 6 ) 16023 |TEN-T CORPORATION |S. A. GRAHAM COMPANY, INC. |PHILLIPS & JORDAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206E019 1.000 EACH| 500.00000 500.00| 800.00000 800.00| 52.50000 52.50 Removing Guardrail End Anchor (Type 10) | | | 0020 210A000 1204.000 CUYD| 2.50000 3010.00| 9.66000 11630.64| 6.00000 7224.00 Unclassified Excavation | | | 0030 210D021 2738.000 CUYD| 5.25000 14374.50| 5.00000 13690.00| 14.00000 38332.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 219A000 1025.000 TON | 12.75000 13068.75| 16.43000 16840.75| 24.00000 24600.00 Rock Buttress For Landslide Correction | | | 0050 219B000 275.000 LF | 6.50000 1787.50| 10.50000 2887.50| 8.00000 2200.00 Special Underdrain 6 Inch Diameter | | | 0060 219B005 175.000 LF | 4.50000 787.50| 10.91000 1909.25| 12.00000 2100.00 Special Underdrain 6 Inch Diameter | | | (Outfall) | | | 0070 219C002 740.000 SQYD| 2.25000 1665.00| 1.51000 1117.40| 1.57000 1161.80 Special Filter Blanket, Fabric Non-Wove | | | 0080 600A000 LUMP| 18000.00000 18000.00| 8620.97000 8620.97| 4000.00000 4000.00 Mobilization | | | 0090 630C070 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00| 1200.00000 1200.00 Guardrail End Anchor, Type 10 Series | | | 0100 650A000 160.000 CUYD| 6.00000 960.00| 4.94000 790.40| 10.00000 1600.00 Topsoil | | | 0110 652A056 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Seeding (Mix 2E) | | | 0120 656A000 1.000 ACRE| 500.00000 500.00| 260.00000 260.00| 400.00000 400.00 Mulching, Class A, Type 1 | | | 0130 665F000 50.000 EACH| 4.00000 200.00| 3.50000 175.00| 7.50000 375.00 Hay Bales | | | 0140 665J000 1000.000 LF | 3.75000 3750.00| 4.00000 4000.00| 3.00000 3000.00 Silt Fence, Type A | | | 0150 680A000 LUMP| 7000.00000 7000.00| 975.00000 975.00| 3000.00000 3000.00 Engineering Controls | | | 0160 740B000 260.000 SQFT| 7.75000 2015.00| 7.98000 2074.80| 8.00000 2080.00 Construction Signs | | | 0170 740D000 75.000 EACH| 30.00000 2250.00| 63.83000 4787.25| 40.00000 3000.00 Channelizing Drums | | | SECTION TOTALS | $ 72,168.25| $ 73,058.96| $ 94,825.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 72,168.25| $ 73,058.96| $ 94,825.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 09/30/02 PAGE : 094 -4 TABULATION OF BIDS CALL ORDER : 094 CONTRACT ID : 20020927094 COUNTIES : DALLAS LETTING DATE : 09/27/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 10026 |( 8 ) 18024 |( ) |JRD CONTRACTING, INC. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206E019 1.000 EACH| 800.00000 800.00| 1000.00000 1000.00| Removing Guardrail End Anchor (Type 10) | | | 0020 210A000 1204.000 CUYD| 5.00000 6020.00| 5.00000 6020.00| Unclassified Excavation | | | 0030 210D021 2738.000 CUYD| 9.00000 24642.00| 8.00000 21904.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 219A000 1025.000 TON | 19.00000 19475.00| 25.00000 25625.00| Rock Buttress For Landslide Correction | | | 0050 219B000 275.000 LF | 12.00000 3300.00| 15.00000 4125.00| Special Underdrain 6 Inch Diameter | | | 0060 219B005 175.000 LF | 9.00000 1575.00| 15.00000 2625.00| Special Underdrain 6 Inch Diameter | | | (Outfall) | | | 0070 219C002 740.000 SQYD| 3.00000 2220.00| 3.00000 2220.00| Special Filter Blanket, Fabric Non-Wove | | | 0080 600A000 LUMP| 20000.00000 20000.00| 15133.00000 15133.00| Mobilization | | | 0090 630C070 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| Guardrail End Anchor, Type 10 Series | | | 0100 650A000 160.000 CUYD| 7.50000 1200.00| 6.00000 960.00| Topsoil | | | 0110 652A056 1.000 ACRE| 750.00000 750.00| 1105.00000 1105.00| Seeding (Mix 2E) | | | 0120 656A000 1.000 ACRE| 750.00000 750.00| 1033.00000 1033.00| Mulching, Class A, Type 1 | | | 0130 665F000 50.000 EACH| 10.00000 500.00| 5.40000 270.00| Hay Bales | | | 0140 665J000 1000.000 LF | 3.00000 3000.00| 1.00000 1000.00| Silt Fence, Type A | | | 0150 680A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| Engineering Controls | | | 0160 740B000 260.000 SQFT| 13.00000 3380.00| 13.00000 3380.00| Construction Signs | | | 0170 740D000 75.000 EACH| 75.00000 5625.00| 85.00000 6375.00| Channelizing Drums | | | SECTION TOTALS | $ 100,237.00| $ 105,275.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 100,237.00| $ 105,275.00| $ ====================================================================================================================================