ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 CONTRACT TIME : 890 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-0008(524) for constructing the Additional Lanes (Grade, Drainage and 5 Bridges) on S.R.#8 (U.S.#80) from near S.R.#28W south of Coatopa to S.R.#28E. Length 4.923 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 27,425,166.80 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 29,311,057.82 106.8765% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 30,248,842.59 110.2959% 4 13110 MOUNTAIN STATES CONTRACTORS, LLC $ 31,906,755.41 116.3412% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 01007 |R. R. DAWSON BRIDGE COMPANY |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 201A002 LUMP| 294000.00000 294000.00| 294000.00000 294000.00| 294000.00000 294000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 3000.00 Per Acre) | | | (Approximately | | | 0020 206A050 LUMP| 1600000.00000 1600000.00| 473500.00000 473500.00| 1000000.00000 1000000.00 Removal Of Old Bridge, Station 200+17. | | | 17 (Partial) | | | 0030 206D000 363.000 LF | 13.20000 4791.60| 5.00000 1815.00| 5.00000 1815.00 Removing Pipe | | | 0040 206D001 472.000 LF | 3.30000 1557.60| 2.00000 944.00| 2.00000 944.00 Removing Guardrail | | | 0050 206E000 32.000 EACH| 852.50000 27280.00| 100.00000 3200.00| 100.00000 3200.00 Removing Headwalls | | | 0060 206E002 9.000 EACH| 1045.00000 9405.00| 100.00000 900.00| 100.00000 900.00 Removing Junction Boxes | | | 0070 206E008 2.000 EACH| 484.00000 968.00| 100.00000 200.00| 100.00000 200.00 Removing Guardrail End Anchor (All Type | | | 0080 210A000 233955.000 CUYD| 1.93000 451533.15| 2.25000 526398.75| 2.25000 526398.75 Unclassified Excavation | | | 0090 210D000 379352.000 CUYD| 3.58000 1358080.16| 3.00000 1138056.00| 3.00000 1138056.00 Borrow Excavation | | | 0100 210D025 50847.000 CUYD| 3.58000 182032.26| 4.00000 203388.00| 4.00000 203388.00 Borrow Excavation (Improved Roadbed) | | | 0110 214A000 3827.000 CUYD| 6.60000 25258.20| 5.92000 22655.84| 5.00000 19135.00 Structure Excavation | | | 0120 214B001 1566.000 CUYD| 36.30000 56845.80| 40.00000 62640.00| 40.00000 62640.00 Foundation Backfill, Commercial | | | 0130 215A000 4588.000 CUYD| 40.00000 183520.00| 8.85000 40603.80| 15.00000 68820.00 Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 9900.00000 9900.00| 60000.00000 60000.00| 9000.00000 9000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 124+07.00 | | | 0150 215B001 LUMP| 6600.00000 6600.00| 40000.00000 40000.00| 6000.00000 6000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 141+65.00 | | | 0160 215B002 LUMP| 13200.00000 13200.00| 80000.00000 80000.00| 12000.00000 12000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 183+55.00 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 01007 |R. R. DAWSON BRIDGE COMPANY |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 215B003 LUMP| 200000.00000 200000.00| 250000.00000 250000.00| 100000.00000 100000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 200+17.17 | | | 0180 230A000 218.000 RBST| 385.00000 83930.00| 150.00000 32700.00| 150.00000 32700.00 Roadbed Processing | | | 0190 260A003 5.000 CUYD| 357.50000 1787.50| 350.00000 1750.00| 350.00000 1750.00 Cement Mortar Flowable Backfill, Mix 4 | | | 0200 430B000 364.000 TON | 30.80000 11211.20| 35.00000 12740.00| 35.00000 12740.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 502A000 1587575.000 LB | 0.65000 1031923.75| 0.79000 1254184.25| 0.65000 1031923.75 Steel Reinforcement | | | 0220 502B000 LUMP| 55000.00000 55000.00| 98000.00000 98000.00| 50000.00000 50000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 124+07.00 Approx. | | | 94100 lbs. | | | 0230 502B001 LUMP| 71500.00000 71500.00| 78000.00000 78000.00| 65000.00000 65000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 141+65.00 Approx. | | | 94,100 lbs. | | | 0240 502B002 LUMP| 88000.00000 88000.00| 115000.00000 115000.00| 80000.00000 80000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 160+75.00 Approx. | | | 117,800.00 lbs. | | | 0250 502B003 LUMP| 88000.00000 88000.00| 115000.00000 115000.00| 80000.00000 80000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 183+55.00 Approx. | | | 117,800.00 lbs. | | | 0260 502B004 LUMP| 590000.00000 590000.00| 600000.00000 600000.00| 600000.00000 600000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 200+17.17 Approx. | | | 877,400 lbs. | | | 0270 503A000 732.000 CUYD| 1.00000 732.00| 128.00000 93696.00| 1.00000 732.00 Seal Concrete | | | 0280 505G003 28.000 EACH| 125.00000 3500.00| 165.00000 4620.00| 140.00000 3920.00 Pile Points (Type A, 12") | | | 0290 505G004 290.000 EACH| 150.00000 43500.00| 170.00000 49300.00| 150.00000 43500.00 Pile Points (Type A, 14") | | | 0300 505M002 9618.000 LF | 37.00000 355866.00| 27.00000 259686.00| 26.00000 250068.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 01007 |R. R. DAWSON BRIDGE COMPANY |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 505M004 10112.000 LF | 42.00000 424704.00| 35.00000 353920.00| 32.00000 323584.00 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0320 505M011 2778.000 LF | 57.00000 158346.00| 45.00000 125010.00| 40.00000 111120.00 Steel Piling Furnished And Driven (HP | | | 14 X 102) | | | 0330 506A000 254.000 LF | 456.50000 115951.00| 450.00000 114300.00| 415.00000 105410.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0340 506A005 211.000 LF | 352.00000 74272.00| 450.00000 94950.00| 320.00000 67520.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0350 506A018 315.000 LF | 2415.00000 760725.00| 395.00000 124425.00| 2665.00000 839475.00 Drilled Shaft Excavation, 12'-0" | | | Diameter | | | 0360 506B018 53.000 LF | 2875.00000 152375.00| 4500.00000 238500.00| 3200.00000 169600.00 Special Drilled Shaft Excavation, | | | 12'-0" Diameter | | | 0370 506C021 211.000 LF | 58.85000 12417.35| 55.00000 11605.00| 53.50000 11288.50 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS2 Concrete | | | 0380 506C023 254.000 LF | 58.85000 14947.90| 55.00000 13970.00| 53.50000 13589.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | 0390 506C038 418.000 LF | 575.00000 240350.00| 1445.00000 604010.00| 530.00000 221540.00 Drilled Shaft Construction, 12'-0" | | | Diameter, Class DS2 Concrete | | | 0400 506F019 158.000 LF | 1150.00000 181700.00| 945.00000 149310.00| 1065.00000 168270.00 Permanent Drilled Shaft Casing, 12'-0" | | | Diameter | | | 0410 506G018 4.000 EACH| 13800.00000 55200.00| 5000.00000 20000.00| 12750.00000 51000.00 Crosshole Sonic Logging, 12'-0" Diamete | | | 0420 508A000 58300.000 LB | 2.20000 128260.00| 3.00000 174900.00| 2.50000 145750.00 Structural Steel | | | 0430 508B000 1.000 EACH| 5971000.00000 5971000.00| 6822315.00000 6822315.00| 8000000.00000 8000000.00 Structural Steel Superstructure, | | | 301'2"-375'0"-301'2" Cont. Span, Approx.| | | 0440 510A000 6171.000 CUYD| 350.00000 2159850.00| 413.00000 2548623.00| 325.00000 2005575.00 Bridge Substructure Concrete, Class A | | | 0450 510C051 LUMP| 203500.00000 203500.00| 265000.00000 265000.00| 185000.00000 185000.00 Bridge Concrete Superstructure, Sta. | | | 124+07.00 Approx. 414 cu. yds. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 01007 |R. R. DAWSON BRIDGE COMPANY |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 510C052 LUMP| 154000.00000 154000.00| 210000.00000 210000.00| 140000.00000 140000.00 Bridge Concrete Superstructure, Sta. | | | 141+65.00 Approx. 310 cu. yds. | | | 0470 510C053 LUMP| 258500.00000 258500.00| 300000.00000 300000.00| 235000.00000 235000.00 Bridge Concrete Superstructure, Sta. | | | 160+75.00 Approx. 518 cu. yds. | | | 0480 510C054 LUMP| 258500.00000 258500.00| 300000.00000 300000.00| 235000.00000 235000.00 Bridge Concrete Superstructure, Sta. | | | 183+55.00 Approx. 518 cu. yds. | | | 0490 510C055 LUMP| 1635000.00000 1635000.00| 1800000.00000 1800000.00| 2700000.00000 2700000.00 Bridge Concrete Superstructure, Sta. | | | 200+17.17, Approx. 3916 cu. yds. | | | 0500 510E000 16765.000 SQYD| 2.50000 41912.50| 3.00000 50295.00| 2.00000 33530.00 Grooving Concrete Bridge Decks | | | 0510 511A004 16.000 EACH| 2500.00000 40000.00| 3400.00000 54400.00| 4000.00000 64000.00 Elastomeric Bearings, Type 4 | | | 0520 511A052 204.000 EACH| 110.00000 22440.00| 400.00000 81600.00| 100.00000 20400.00 Elastomeric Bearing Type 2 (Mark B3) | | | 0530 511A073 168.000 EACH| 500.00000 84000.00| 470.00000 78960.00| 700.00000 117600.00 Elastomeric Bearing Type 4 (Mark VB4) | | | 0540 513B005 8256.000 LF | 126.50000 1044384.00| 107.00000 883392.00| 115.00000 949440.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0550 513B017 10866.000 LF | 107.00000 1162662.00| 130.00000 1412580.00| 160.00000 1738560.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0560 519A000 LUMP| 140000.00000 140000.00| 60000.00000 60000.00| 100000.00000 100000.00 Navigation Lighting System | | | 0570 524B011 487.000 CUYD| 484.00000 235708.00| 450.00000 219150.00| 580.00000 282460.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0580 530A002 2497.000 LF | 28.05000 70040.85| 23.00000 57431.00| 22.04000 55033.88 24" Roadway Pipe (Class 3 R.C.) | | | 0590 530A003 268.000 LF | 38.50000 10318.00| 33.00000 8844.00| 32.30000 8656.40 30" Roadway Pipe (Class 3 R.C.) | | | 0600 530A004 265.000 LF | 47.30000 12534.50| 45.00000 11925.00| 44.37000 11758.05 36" Roadway Pipe (Class 3 R.C.) | | | 0610 530A007 106.000 LF | 88.00000 9328.00| 100.00000 10600.00| 99.16000 10510.96 54" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 01007 |R. R. DAWSON BRIDGE COMPANY |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 530A100 76.000 LF | 26.95000 2048.20| 20.00000 1520.00| 19.76000 1501.76 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0630 530A103 28.000 LF | 57.20000 1601.60| 46.00000 1288.00| 45.15000 1264.20 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0640 530A107 20.000 LF | 121.00000 2420.00| 124.00000 2480.00| 123.58000 2471.60 54" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0650 530A799 103.000 LF | 44.00000 4532.00| 20.00000 2060.00| 20.00000 2060.00 15" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0660 530B001 588.000 LF | 33.00000 19404.00| 26.00000 15288.00| 25.54000 15017.52 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0670 530B002 121.000 LF | 41.80000 5057.80| 36.00000 4356.00| 35.15000 4253.15 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0680 530B003 78.000 LF | 53.90000 4204.20| 62.00000 4836.00| 61.22000 4775.16 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0690 530B005 263.000 LF | 82.50000 21697.50| 113.00000 29719.00| 112.22000 29513.86 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0700 530B011 5.000 LF | 127.60000 638.00| 81.00000 405.00| 80.96000 404.80 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0710 530B014 20.000 LF | 84.70000 1694.00| 80.00000 1600.00| 79.54000 1590.80 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0720 534E000 2473.000 LF | 27.50000 68007.50| 10.00000 24730.00| 10.00000 24730.00 Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0730 534F000 181.000 LF | 55.00000 9955.00| 15.00000 2715.00| 15.00000 2715.00 Cleaning Existing Culvert (Greater Than | | | 48" Horizontal Opening) | | | 0740 535A080 334.000 LF | 26.40000 8817.60| 19.00000 6346.00| 18.80000 6279.20 18" Side Drain Pipe (Class 3 R.C.) | | | 0750 535A085 716.000 LF | 30.80000 22052.80| 28.00000 20048.00| 27.35000 19582.60 24" Side Drain Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 01007 |R. R. DAWSON BRIDGE COMPANY |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 538A006 129.000 LF | 165.00000 21285.00| 240.00000 30960.00| 240.00000 30960.00 36" Roadway Pipe Rehabilitation | | | 0771 538B083 113.000 LF | 275.00000 31075.00| 300.00000 33900.00| 300.00000 33900.00 51" Span, 31" Rise Roadway Pipe | | | Rehabilitation | | | 0780 600A000 LUMP| 1767000.00000 1767000.00| 3294391.00000 3294391.00| 2693480.50000 2693480.50 Mobilization | | | 0790 601A000 1.000 EACH| 14300.00000 14300.00| 10000.00000 10000.00| 7500.00000 7500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0800 602A000 5.000 EACH| 110.00000 550.00| 200.00000 1000.00| 200.00000 1000.00 Right Of Way Markers | | | 0810 605B000 4.000 EACH| 440.00000 1760.00| 400.00000 1600.00| 400.00000 1600.00 Special Underdrain Outlet, Type A | | | 0820 605B001 1.000 EACH| 357.50000 357.50| 400.00000 400.00| 400.00000 400.00 Special Underdrain Outlet, Type B | | | 0830 605C001 125.000 LF | 19.80000 2475.00| 30.00000 3750.00| 30.00000 3750.00 Special 4" Diameter Underdrain Pipe | | | 0840 610C001 48044.000 TON | 25.85000 1241937.40| 24.00000 1153056.00| 23.50000 1129034.00 Loose Riprap, Class 2 | | | 0850 610C002 1931.000 TON | 39.60000 76467.60| 40.00000 77240.00| 24.25000 46826.75 Loose Riprap, Class 3 | | | 0860 610D000 29227.000 SQYD| 1.93000 56408.11| 2.18000 63714.86| 2.18000 63714.86 Filter Blanket | | | 0870 614A000 1072.000 CUYD| 258.50000 277112.00| 210.00000 225120.00| 210.00000 225120.00 Slope Paving | | | 0880 619A001 13.000 EACH| 599.50000 7793.50| 550.00000 7150.00| 525.00000 6825.00 15" Roadway Pipe End Treatment, Class 1 | | | 0890 619A003 23.000 EACH| 687.50000 15812.50| 725.00000 16675.00| 600.00000 13800.00 24" Roadway Pipe End Treatment, Class 1 | | | 0900 619A004 3.000 EACH| 913.00000 2739.00| 850.00000 2550.00| 750.00000 2250.00 30" Roadway Pipe End Treatment, Class 1 | | | 0910 619A005 2.000 EACH| 1017.50000 2035.00| 1025.00000 2050.00| 925.00000 1850.00 36" Roadway Pipe End Treatment, Class 1 | | | 0920 619A008 2.000 EACH| 1815.00000 3630.00| 1550.00000 3100.00| 1500.00000 3000.00 54" Roadway Pipe End Treatment, Class 1 | | | 0930 619A101 14.000 EACH| 605.00000 8470.00| 600.00000 8400.00| 525.00000 7350.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 01007 |R. R. DAWSON BRIDGE COMPANY |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 619A102 18.000 EACH| 687.50000 12375.00| 725.00000 13050.00| 600.00000 10800.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0950 619B016 7.000 EACH| 709.50000 4966.50| 725.00000 5075.00| 550.00000 3850.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0960 619B017 1.000 EACH| 825.00000 825.00| 850.00000 850.00| 625.00000 625.00 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0970 619B018 2.000 EACH| 1001.00000 2002.00| 950.00000 1900.00| 675.00000 1350.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0980 619B020 3.000 EACH| 1155.00000 3465.00| 1650.00000 4950.00| 850.00000 2550.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0990 620A000 6.000 CUYD| 1182.50000 7095.00| 400.00000 2400.00| 1200.00000 7200.00 Minor Structure Concrete | | | 1000 621A000 13.000 EACH| 1952.50000 25382.50| 1900.00000 24700.00| 1950.00000 25350.00 Junction Boxes, Type 1, 1P Or 5 | | | 1010 621A001 4.000 EACH| 2046.00000 8184.00| 2100.00000 8400.00| 2150.00000 8600.00 Junction Boxes, Type 1, 2P Or 5 | | | 1020 621A016 1.000 EACH| 3685.00000 3685.00| 2475.00000 2475.00| 3850.00000 3850.00 Junction Boxes, Type 4, 1P Or 5 | | | 1030 621A017 1.000 EACH| 3899.50000 3899.50| 3050.00000 3050.00| 4500.00000 4500.00 Junction Boxes, Type 4, 2P Or 5 | | | 1040 621B019 1.000 EACH| 1045.00000 1045.00| 750.00000 750.00| 675.00000 675.00 Junction Box Units, Type 4, 2P Or 5 | | | 1050 621C020 48.000 EACH| 2007.50000 96360.00| 1600.00000 76800.00| 1950.00000 93600.00 Inlets, Type Y | | | 1060 621C092 6.000 EACH| 2227.50000 13365.00| 2450.00000 14700.00| 2150.00000 12900.00 Inlets, Type X (Modified) | | | 1070 621C132 2.000 EACH| 2062.50000 4125.00| 1550.00000 3100.00| 2150.00000 4300.00 Inlets, Type Y (Modified) | | | 1080 621D019 49.000 EACH| 467.50000 22907.50| 450.00000 22050.00| 500.00000 24500.00 Inlet Units, Type Y | | | 1090 641A742 416.000 LF | 8.25000 3432.00| 31.00000 12896.00| 21.00000 8736.00 3 Inch P.V.C. Water Main Laid | | | 1100 641O508 2.000 EACH| 1650.00000 3300.00| 2520.00000 5040.00| 1850.00000 3700.00 3 Inch x 3 Inch Tapping Valve And Sleev | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 01007 |R. R. DAWSON BRIDGE COMPANY |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1110 649A620 315.000 LF | 137.50000 43312.50| 76.00000 23940.00| 70.00000 22050.00 6 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1120 650A000 885.000 CUYD| 5.50000 4867.50| 5.00000 4425.00| 5.00000 4425.00 Topsoil | | | 1130 650B000 71175.000 CUYD| 1.65000 117438.75| 3.00000 213525.00| 3.00000 213525.00 Topsoil From Stockpiles | | | 1140 652A100 128.000 ACRE| 534.00000 68352.00| 500.00000 64000.00| 500.00000 64000.00 Seeding | | | 1150 652C000 292.000 ACRE| 61.00000 17812.00| 45.00000 13140.00| 100.00000 29200.00 Mowing | | | 1160 654A001 1630.000 SQYD| 3.03000 4938.90| 3.50000 5705.00| 5.00000 8150.00 Solid Sodding (Bermuda) | | | 1170 656A010 128.000 ACRE| 550.00000 70400.00| 525.00000 67200.00| 500.00000 64000.00 Mulching | | | 1180 665A000 64.000 ACRE| 440.00000 28160.00| 350.00000 22400.00| 500.00000 32000.00 Temporary Seeding | | | 1190 665B000 64.000 ACRE| 440.00000 28160.00| 400.00000 25600.00| 500.00000 32000.00 Temporary Mulching | | | 1200 665C000 75.000 LF | 16.50000 1237.50| 20.00000 1500.00| 20.00000 1500.00 15" Temporary Pipe | | | 1210 665F000 100.000 EACH| 5.50000 550.00| 8.00000 800.00| 25.00000 2500.00 Hay Bales | | | 1220 665I000 480.000 TON | 28.60000 13728.00| 33.00000 15840.00| 32.50000 15600.00 Temporary Riprap, Class 2 | | | 1230 665J000 24948.000 LF | 2.64000 65862.72| 2.79000 69604.92| 2.79000 69604.92 Silt Fence, Type A | | | 1240 665K000 1072.000 CUYD| 5.50000 5896.00| 5.00000 5360.00| 5.00000 5360.00 Drainage Sump Excavation | | | 1250 665L000 905.000 LF | 24.20000 21901.00| 10.00000 9050.00| 12.00000 10860.00 Floating Basin Boom | | | 1260 665O001 24948.000 LF | 1.10000 27442.80| 0.05000 1247.40| 0.01000 249.48 Silt Fence Removal | | | 1270 665Q001 3040.000 LF | 7.43000 22587.20| 5.50000 16720.00| 5.50000 16720.00 20 Inch Wattle | | | 1280 666A001 73.000 ACRE| 30.00000 2190.00| 45.00000 3285.00| 100.00000 7300.00 Pest Control Treatment | | | 1290 680A000 LUMP| 225000.00000 225000.00| 316041.00000 316041.00| 126041.14000 126041.14 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 19007 |( 3 ) 01007 |R. R. DAWSON BRIDGE COMPANY |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1300 740B000 925.000 SQFT| 7.98000 7381.50| 12.00000 11100.00| 8.00000 7400.00 Construction Signs | | | 1310 740C000 64.000 SQFT| 15.95000 1020.80| 12.00000 768.00| 16.00000 1024.00 Special Construction Signs | | | 1320 740D000 100.000 EACH| 66.00000 6600.00| 70.00000 7000.00| 65.00000 6500.00 Channelizing Drums | | | 1330 740E000 50.000 EACH| 24.75000 1237.50| 19.00000 950.00| 10.00000 500.00 Cones (36 Inches High) | | | 1340 740F002 84.000 EACH| 192.50000 16170.00| 270.00000 22680.00| 475.00000 39900.00 Barricades, Type III | | | 1350 740I005 25.000 EACH| 649.00000 16225.00| 700.00000 17500.00| 1575.00000 39375.00 Warning Lights, Type B (Detachable Head | | | 1360 740M001 50.000 EACH| 9.90000 495.00| 9.00000 450.00| 7.00000 350.00 Ballast For Cone | | | 1370 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 | $ 27,425,166.80| $ 29,311,057.82| $ 30,248,842.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 27,425,166.80| $ 29,311,057.82| $ 30,248,842.59 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13110 |( ) |( ) |MOUNTAIN STATES CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 294000.00000 294000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 3000.00 Per Acre) | | | (Approximately | | | 0020 206A050 LUMP| 900000.00000 900000.00| | Removal Of Old Bridge, Station 200+17. | | | 17 (Partial) | | | 0030 206D000 363.000 LF | 12.00000 4356.00| | Removing Pipe | | | 0040 206D001 472.000 LF | 1.00000 472.00| | Removing Guardrail | | | 0050 206E000 32.000 EACH| 775.00000 24800.00| | Removing Headwalls | | | 0060 206E002 9.000 EACH| 950.00000 8550.00| | Removing Junction Boxes | | | 0070 206E008 2.000 EACH| 250.00000 500.00| | Removing Guardrail End Anchor (All Type | | | 0080 210A000 233955.000 CUYD| 1.75000 409421.25| | Unclassified Excavation | | | 0090 210D000 379352.000 CUYD| 3.25000 1232894.00| | Borrow Excavation | | | 0100 210D025 50847.000 CUYD| 3.25000 165252.75| | Borrow Excavation (Improved Roadbed) | | | 0110 214A000 3827.000 CUYD| 6.00000 22962.00| | Structure Excavation | | | 0120 214B001 1566.000 CUYD| 33.00000 51678.00| | Foundation Backfill, Commercial | | | 0130 215A000 4588.000 CUYD| 25.00000 114700.00| | Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 70000.00000 70000.00| | Cofferdams Or Sheeting And Shoring, Sta | | | 124+07.00 | | | 0150 215B001 LUMP| 48000.00000 48000.00| | Cofferdams Or Sheeting And Shoring, Sta | | | 141+65.00 | | | 0160 215B002 LUMP| 105000.00000 105000.00| | Cofferdams Or Sheeting And Shoring, Sta | | | 183+55.00 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13110 |( ) |( ) |MOUNTAIN STATES CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 215B003 LUMP| 40000.00000 40000.00| | Cofferdams Or Sheeting And Shoring, Sta | | | 200+17.17 | | | 0180 230A000 218.000 RBST| 350.00000 76300.00| | Roadbed Processing | | | 0190 260A003 5.000 CUYD| 325.00000 1625.00| | Cement Mortar Flowable Backfill, Mix 4 | | | 0200 430B000 364.000 TON | 28.00000 10192.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 502A000 1587575.000 LB | 0.71000 1127178.25| | Steel Reinforcement | | | 0220 502B000 LUMP| 80000.00000 80000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 124+07.00 Approx. | | | 94100 lbs. | | | 0230 502B001 LUMP| 62000.00000 62000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 141+65.00 Approx. | | | 94,100 lbs. | | | 0240 502B002 LUMP| 102000.00000 102000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 160+75.00 Approx. | | | 117,800.00 lbs. | | | 0250 502B003 LUMP| 102000.00000 102000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 183+55.00 Approx. | | | 117,800.00 lbs. | | | 0260 502B004 LUMP| 500000.00000 500000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 200+17.17 Approx. | | | 877,400 lbs. | | | 0270 503A000 732.000 CUYD| 225.00000 164700.00| | Seal Concrete | | | 0280 505G003 28.000 EACH| 140.00000 3920.00| | Pile Points (Type A, 12") | | | 0290 505G004 290.000 EACH| 190.00000 55100.00| | Pile Points (Type A, 14") | | | 0300 505M002 9618.000 LF | 32.00000 307776.00| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13110 |( ) |( ) |MOUNTAIN STATES CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 505M004 10112.000 LF | 44.00000 444928.00| | Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0320 505M011 2778.000 LF | 61.00000 169458.00| | Steel Piling Furnished And Driven (HP | | | 14 X 102) | | | 0330 506A000 254.000 LF | 445.00000 113030.00| | Drilled Shaft Excavation, 4'-6" Diamete | | | 0340 506A005 211.000 LF | 445.00000 93895.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | 0350 506A018 315.000 LF | 2500.00000 787500.00| | Drilled Shaft Excavation, 12'-0" | | | Diameter | | | 0360 506B018 53.000 LF | 3000.00000 159000.00| | Special Drilled Shaft Excavation, | | | 12'-0" Diameter | | | 0370 506C021 211.000 LF | 67.00000 14137.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS2 Concrete | | | 0380 506C023 254.000 LF | 67.00000 17018.00| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | 0390 506C038 418.000 LF | 500.00000 209000.00| | Drilled Shaft Construction, 12'-0" | | | Diameter, Class DS2 Concrete | | | 0400 506F019 158.000 LF | 1000.00000 158000.00| | Permanent Drilled Shaft Casing, 12'-0" | | | Diameter | | | 0410 506G018 4.000 EACH| 12000.00000 48000.00| | Crosshole Sonic Logging, 12'-0" Diamete | | | 0420 508A000 58300.000 LB | 6.00000 349800.00| | Structural Steel | | | 0430 508B000 1.000 EACH| 8860000.00000 8860000.00| | Structural Steel Superstructure, | | | 301'2"-375'0"-301'2" Cont. Span, Approx.| | | 0440 510A000 6171.000 CUYD| 350.00000 2159850.00| | Bridge Substructure Concrete, Class A | | | 0450 510C051 LUMP| 150000.00000 150000.00| | Bridge Concrete Superstructure, Sta. | | | 124+07.00 Approx. 414 cu. yds. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13110 |( ) |( ) |MOUNTAIN STATES CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 510C052 LUMP| 115000.00000 115000.00| | Bridge Concrete Superstructure, Sta. | | | 141+65.00 Approx. 310 cu. yds. | | | 0470 510C053 LUMP| 190000.00000 190000.00| | Bridge Concrete Superstructure, Sta. | | | 160+75.00 Approx. 518 cu. yds. | | | 0480 510C054 LUMP| 190000.00000 190000.00| | Bridge Concrete Superstructure, Sta. | | | 183+55.00 Approx. 518 cu. yds. | | | 0490 510C055 LUMP| 1700000.00000 1700000.00| | Bridge Concrete Superstructure, Sta. | | | 200+17.17, Approx. 3916 cu. yds. | | | 0500 510E000 16765.000 SQYD| 2.05000 34368.25| | Grooving Concrete Bridge Decks | | | 0510 511A004 16.000 EACH| 2400.00000 38400.00| | Elastomeric Bearings, Type 4 | | | 0520 511A052 204.000 EACH| 118.00000 24072.00| | Elastomeric Bearing Type 2 (Mark B3) | | | 0530 511A073 168.000 EACH| 380.00000 63840.00| | Elastomeric Bearing Type 4 (Mark VB4) | | | 0540 513B005 8256.000 LF | 142.00000 1172352.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0550 513B017 10866.000 LF | 150.00000 1629900.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0560 519A000 LUMP| 27300.00000 27300.00| | Navigation Lighting System | | | 0570 524B011 487.000 CUYD| 440.00000 214280.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0580 530A002 2497.000 LF | 25.50000 63673.50| | 24" Roadway Pipe (Class 3 R.C.) | | | 0590 530A003 268.000 LF | 35.00000 9380.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0600 530A004 265.000 LF | 43.00000 11395.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0610 530A007 106.000 LF | 80.00000 8480.00| | 54" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13110 |( ) |( ) |MOUNTAIN STATES CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 530A100 76.000 LF | 24.50000 1862.00| | 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0630 530A103 28.000 LF | 52.00000 1456.00| | 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0640 530A107 20.000 LF | 110.00000 2200.00| | 54" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0650 530A799 103.000 LF | 40.00000 4120.00| | 15" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0660 530B001 588.000 LF | 30.00000 17640.00| | 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0670 530B002 121.000 LF | 38.00000 4598.00| | 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0680 530B003 78.000 LF | 49.00000 3822.00| | 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0690 530B005 263.000 LF | 75.00000 19725.00| | 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0700 530B011 5.000 LF | 116.00000 580.00| | 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0710 530B014 20.000 LF | 77.00000 1540.00| | 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0720 534E000 2473.000 LF | 25.00000 61825.00| | Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0730 534F000 181.000 LF | 50.00000 9050.00| | Cleaning Existing Culvert (Greater Than | | | 48" Horizontal Opening) | | | 0740 535A080 334.000 LF | 24.00000 8016.00| | 18" Side Drain Pipe (Class 3 R.C.) | | | 0750 535A085 716.000 LF | 28.00000 20048.00| | 24" Side Drain Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13110 |( ) |( ) |MOUNTAIN STATES CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 538A006 129.000 LF | 150.00000 19350.00| | 36" Roadway Pipe Rehabilitation | | | 0771 538B083 113.000 LF | 250.00000 28250.00| | 51" Span, 31" Rise Roadway Pipe | | | Rehabilitation | | | 0780 600A000 LUMP| 4000000.00000 4000000.00| | Mobilization | | | 0790 601A000 1.000 EACH| 10000.00000 10000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0800 602A000 5.000 EACH| 100.00000 500.00| | Right Of Way Markers | | | 0810 605B000 4.000 EACH| 400.00000 1600.00| | Special Underdrain Outlet, Type A | | | 0820 605B001 1.000 EACH| 325.00000 325.00| | Special Underdrain Outlet, Type B | | | 0830 605C001 125.000 LF | 18.00000 2250.00| | Special 4" Diameter Underdrain Pipe | | | 0840 610C001 48044.000 TON | 23.50000 1129034.00| | Loose Riprap, Class 2 | | | 0850 610C002 1931.000 TON | 32.00000 61792.00| | Loose Riprap, Class 3 | | | 0860 610D000 29227.000 SQYD| 1.75000 51147.25| | Filter Blanket | | | 0870 614A000 1072.000 CUYD| 235.00000 251920.00| | Slope Paving | | | 0880 619A001 13.000 EACH| 545.00000 7085.00| | 15" Roadway Pipe End Treatment, Class 1 | | | 0890 619A003 23.000 EACH| 625.00000 14375.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0900 619A004 3.000 EACH| 830.00000 2490.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0910 619A005 2.000 EACH| 925.00000 1850.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0920 619A008 2.000 EACH| 1650.00000 3300.00| | 54" Roadway Pipe End Treatment, Class 1 | | | 0930 619A101 14.000 EACH| 550.00000 7700.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13110 |( ) |( ) |MOUNTAIN STATES CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 619A102 18.000 EACH| 625.00000 11250.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0950 619B016 7.000 EACH| 645.00000 4515.00| | 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0960 619B017 1.000 EACH| 750.00000 750.00| | 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0970 619B018 2.000 EACH| 910.00000 1820.00| | 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0980 619B020 3.000 EACH| 1050.00000 3150.00| | 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0990 620A000 6.000 CUYD| 1075.00000 6450.00| | Minor Structure Concrete | | | 1000 621A000 13.000 EACH| 1775.00000 23075.00| | Junction Boxes, Type 1, 1P Or 5 | | | 1010 621A001 4.000 EACH| 1860.00000 7440.00| | Junction Boxes, Type 1, 2P Or 5 | | | 1020 621A016 1.000 EACH| 3350.00000 3350.00| | Junction Boxes, Type 4, 1P Or 5 | | | 1030 621A017 1.000 EACH| 3545.00000 3545.00| | Junction Boxes, Type 4, 2P Or 5 | | | 1040 621B019 1.000 EACH| 950.00000 950.00| | Junction Box Units, Type 4, 2P Or 5 | | | 1050 621C020 48.000 EACH| 1825.00000 87600.00| | Inlets, Type Y | | | 1060 621C092 6.000 EACH| 2025.00000 12150.00| | Inlets, Type X (Modified) | | | 1070 621C132 2.000 EACH| 1875.00000 3750.00| | Inlets, Type Y (Modified) | | | 1080 621D019 49.000 EACH| 425.00000 20825.00| | Inlet Units, Type Y | | | 1090 641A742 416.000 LF | 7.50000 3120.00| | 3 Inch P.V.C. Water Main Laid | | | 1100 641O508 2.000 EACH| 1500.00000 3000.00| | 3 Inch x 3 Inch Tapping Valve And Sleev | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13110 |( ) |( ) |MOUNTAIN STATES CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1110 649A620 315.000 LF | 125.00000 39375.00| | 6 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1120 650A000 885.000 CUYD| 5.00000 4425.00| | Topsoil | | | 1130 650B000 71175.000 CUYD| 1.50000 106762.50| | Topsoil From Stockpiles | | | 1140 652A100 128.000 ACRE| 500.00000 64000.00| | Seeding | | | 1150 652C000 292.000 ACRE| 45.00000 13140.00| | Mowing | | | 1160 654A001 1630.000 SQYD| 3.50000 5705.00| | Solid Sodding (Bermuda) | | | 1170 656A010 128.000 ACRE| 525.00000 67200.00| | Mulching | | | 1180 665A000 64.000 ACRE| 350.00000 22400.00| | Temporary Seeding | | | 1190 665B000 64.000 ACRE| 400.00000 25600.00| | Temporary Mulching | | | 1200 665C000 75.000 LF | 15.00000 1125.00| | 15" Temporary Pipe | | | 1210 665F000 100.000 EACH| 7.50000 750.00| | Hay Bales | | | 1220 665I000 480.000 TON | 26.00000 12480.00| | Temporary Riprap, Class 2 | | | 1230 665J000 24948.000 LF | 2.92000 72848.16| | Silt Fence, Type A | | | 1240 665K000 1072.000 CUYD| 5.00000 5360.00| | Drainage Sump Excavation | | | 1250 665L000 905.000 LF | 22.00000 19910.00| | Floating Basin Boom | | | 1260 665O001 24948.000 LF | 0.40000 9979.20| | Silt Fence Removal | | | 1270 665Q001 3040.000 LF | 5.00000 15200.00| | 20 Inch Wattle | | | 1280 666A001 73.000 ACRE| 50.00000 3650.00| | Pest Control Treatment | | | 1290 680A000 LUMP| 125000.00000 125000.00| | Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20050325001 COUNTIES : SUMTER MARENGO LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13110 |( ) |( ) |MOUNTAIN STATES CONTRACTORS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1300 740B000 925.000 SQFT| 8.00000 7400.00| | Construction Signs | | | 1310 740C000 64.000 SQFT| 12.95000 828.80| | Special Construction Signs | | | 1320 740D000 100.000 EACH| 58.00000 5800.00| | Channelizing Drums | | | 1330 740E000 50.000 EACH| 9.90000 495.00| | Cones (36 Inches High) | | | 1340 740F002 84.000 EACH| 165.00000 13860.00| | Barricades, Type III | | | 1350 740I005 25.000 EACH| 77.00000 1925.00| | Warning Lights, Type B (Detachable Head | | | 1360 740M001 50.000 EACH| 6.25000 312.50| | Ballast For Cone | | | 1370 999 000 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 31,906,755.41| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 31,906,755.41| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20050325002 COUNTIES : WALKER LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 CONTRACT TIME : 05/01/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : APD-0471(508) for constructing the Pavement on Corridor APD-0471(509) "X" from east of Industrial Park Access through Cordova to east of C.R.#61. Length 7.074 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 24,611,236.73 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 25,696,403.81 104.4092% 3 01087 APAC-SOUTHEAST, INC. $ 28,312,699.48 115.0397% 4 09022 INTERSTATE HIGHWAY CONSTRUCTION, INC. $ 33,881,042.29 137.6649% 5 13111 McCARTHY IMPROVEMENT COMPANY $ 34,650,148.30 140.7900% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20050325002 COUNTIES : WALKER LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D000 2020.000 LF | 3.00000 6060.00| 8.57000 17311.40| 6.56000 13251.20 Removing Pipe | | | 0020 210A000 9240.000 CUYD| 5.75000 53130.00| 5.30000 48972.00| 5.90000 54516.00 Unclassified Excavation | | | 0030 210D000 131521.000 CUYD| 6.25000 822006.25| 6.52000 857516.92| 9.12000 1199471.52 Borrow Excavation | | | 0040 210D025 14278.000 CUYD| 7.50000 107085.00| 9.05000 129215.90| 9.39000 134070.42 Borrow Excavation (Improved Roadbed) | | | 0050 230A000 830.000 RBST| 300.00000 249000.00| 501.91000 416585.30| 325.55000 270206.50 Roadbed Processing | | | 0060 306B000 1.000 EACH| 7000.00000 7000.00| 7337.80000 7337.80| 14801.15000 14801.15 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0070 600A000 LUMP| 2188419.06000 2188419.06| 970000.00000 970000.00| 458000.00000 458000.00 Mobilization | | | 0080 601A000 1.000 EACH| 12000.00000 12000.00| 17265.55000 17265.55| 14801.15000 14801.15 Furnishing Base, Soil And Structure | | | Laboratories | | | 0090 603A002 1.000 EACH| 25000.00000 25000.00| 27510.29000 27510.29| 30219.01000 30219.01 Furnishing Type 3 Field Office | | | 0100 605A002 142764.000 LF | 3.17000 452561.88| 3.51000 501101.64| 3.33000 475404.12 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0110 605B000 267.000 EACH| 270.00000 72090.00| 298.77000 79771.59| 283.50000 75694.50 Special Underdrain Outlet, Type A | | | 0120 605B001 88.000 EACH| 250.00000 22000.00| 339.97000 29917.36| 262.50000 23100.00 Special Underdrain Outlet, Type B | | | 0130 614A000 370.000 CUYD| 216.00000 79920.00| 232.37000 85976.90| 220.50000 81585.00 Slope Paving | | | 0140 629A055 45.000 LF | 177.00000 7965.00| 138.32000 6224.40| 131.25000 5906.25 Concrete Median Or Safety Barrier, Type | | | TES (Modified) | | | 0150 629A057 957.000 LF | 49.69000 47553.33| 64.18000 61420.26| 60.90000 58281.30 Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0160 630A001 3713.000 LF | 14.90000 55323.70| 17.70000 65720.10| 15.65000 58108.45 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20050325002 COUNTIES : WALKER LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630C001 8.000 EACH| 800.00000 6400.00| 663.92000 5311.36| 840.00000 6720.00 Guardrail End Anchor, Type 8 | | | 0180 630C003 12.000 EACH| 1500.00000 18000.00| 1327.85000 15934.20| 1575.00000 18900.00 Guardrail End Anchor, Type 13 | | | 0190 630C050 4.000 EACH| 1985.00000 7940.00| 2323.73000 9294.92| 2084.25000 8337.00 Guardrail End Anchor, Type 20 Series | | | 0200 630C070 16.000 EACH| 1650.00000 26400.00| 1825.79000 29212.64| 1732.50000 27720.00 Guardrail End Anchor, Type 10 Series | | | 0210 650A000 49844.000 CUYD| 6.50000 323986.00| 6.97000 347412.68| 9.90000 493455.60 Topsoil | | | 0220 652A100 104.000 ACRE| 474.70000 49368.80| 579.39000 60256.56| 630.00000 65520.00 Seeding | | | 0230 652C000 104.000 ACRE| 55.55000 5777.20| 49.66000 5164.64| 57.75000 6006.00 Mowing | | | 0240 654A000 29107.000 SQYD| 3.54000 103038.78| 3.86000 112353.02| 4.46000 129817.22 Solid Sodding | | | 0250 654A001 2165.000 SQYD| 3.54000 7664.10| 3.86000 8356.90| 4.46000 9655.90 Solid Sodding (Bermuda) | | | 0260 656A010 104.000 ACRE| 424.20000 44116.80| 579.39000 60256.56| 420.00000 43680.00 Mulching | | | 0270 659A000 2390.000 SQYD| 2.02000 4827.80| 0.89000 2127.10| 2.00000 4780.00 Erosion Control Netting, Class A | | | 0280 659A001 35120.000 SQYD| 2.02000 70942.40| 0.95000 33364.00| 2.00000 70240.00 Erosion Control Netting, Class B | | | 0290 665A000 5.000 ACRE| 424.20000 2121.00| 446.14000 2230.70| 525.00000 2625.00 Temporary Seeding | | | 0300 665B000 5.000 ACRE| 424.20000 2121.00| 474.02000 2370.10| 525.00000 2625.00 Temporary Mulching | | | 0310 665F000 250.000 EACH| 5.00000 1250.00| 8.37000 2092.50| 15.78000 3945.00 Hay Bales | | | 0320 665J000 26102.000 LF | 3.00000 78306.00| 3.86000 100753.72| 2.79000 72824.58 Silt Fence, Type A | | | 0330 665K000 1550.000 CUYD| 7.50000 11625.00| 18.89000 29279.50| 7.64000 11842.00 Drainage Sump Excavation | | | 0340 665O001 26102.000 LF | 1.00000 26102.00| 0.45000 11745.90| 1.64000 42807.28 Silt Fence Removal | | | 0350 665P001 44.000 EACH| 300.00000 13200.00| 329.03000 14477.32| 369.60000 16262.40 Inlet Protection Device | | | 0360 665Q001 4683.000 LF | 6.00000 28098.00| 5.58000 26131.14| 8.99000 42100.17 20 Inch Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20050325002 COUNTIES : WALKER LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 666A001 92.000 ACRE| 20.20000 1858.40| 55.91000 5143.72| 47.25000 4347.00 Pest Control Treatment | | | 0380 680A000 LUMP| 150000.00000 150000.00| 175000.00000 175000.00| 294000.00000 294000.00 Engineering Controls | | | 0390 720A020 1.000 EACH| 9000.00000 9000.00| 12210.10000 12210.10| 11466.00000 11466.00 Vehicular Impact Attenuator | | | Assembly(Unidirectional, TL-2) | | | 0400 720A021 2.000 EACH| 10000.00000 20000.00| 13417.69000 26835.38| 12600.00000 25200.00 Vehicular Impact Attenuator | | | Assembly(Bi-directional, TL-2) | | | 0410 726C001 330.000 LF | 20.00000 6600.00| 24.64000 8131.20| 28.97000 9560.10 State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 0420 740B000 496.000 SQFT| 8.50000 4216.00| 8.51000 4220.96| 8.15000 4042.40 Construction Signs | | | 0430 740D000 135.000 EACH| 78.00000 10530.00| 68.09000 9192.15| 65.16000 8796.60 Channelizing Drums | | | 0440 740E000 100.000 EACH| 10.00000 1000.00| 12.74000 1274.00| 14.77000 1477.00 Cones (36 Inches High) | | | 0450 740F002 28.000 EACH| 233.20000 6529.60| 193.72000 5424.16| 185.85000 5203.80 Barricades, Type III | | | 0460 740I005 2.000 EACH| 1166.00000 2332.00| 1071.32000 2142.64| 1025.85000 2051.70 Warning Lights, Type B (Detachable Head | | | 0470 740M001 100.000 EACH| 7.00000 700.00| 8.01000 801.00| 3.69000 369.00 Ballast For Cone | | | 0480 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | 0490 301A012 AA1 569519.000 SQYD| 4.41000 2511578.79| 5.44000 3098183.36| 5.78000 3291819.82 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0500 327F000 AA1 550416.000 SQYD| 6.29000 3462116.64| 6.61000 3638249.76| 6.93000 3814382.88 Permeable Base(4.00 Inches) | | | 0510 401A043 AA1 557822.000 SQYD| 0.88000 490883.36| 0.89000 496461.58| 0.93100 519332.28 Bituminous Treatment AE | | | 0520 405A000 AA1 60861.000 GAL | 1.15000 69990.15| 0.99000 60252.39| 1.17000 71207.37 Tack Coat | | | 0530 410C000 AA1 1.000 EACH| 12500.00000 12500.00| 15347.70000 15347.70| 27777.45000 27777.45 Contractor Retained Profilograph | | | 0540 410H000 AA1 1.000 EACH| 358061.00000 358061.00| 290947.72000 290947.72| 419319.28000 419319.28 Material Remixing Device | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20050325002 COUNTIES : WALKER LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 423C001 AA1 358143.000 SQYD| 3.59000 1285733.37| 4.16000 1489874.88| 4.58000 1640294.94 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size (1.50 | | | Inches) | | | 0560 423D000 AA1 359067.000 SQYD| 5.17000 1856376.39| 5.96000 2140039.32| 6.66000 2391386.22 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size (2.25 Inches) | | | 0570 424D001 AA1 160133.000 SQYD| 2.62000 419548.46| 3.04000 486804.32| 3.73000 597296.09 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, Esal Range C/D (1.50 Inches) | | | 0580 424E002 AA1 256935.000 SQYD| 7.61000 1955275.35| 8.29000 2129991.15| 9.51000 2443451.85 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, Esal Range E (4.50 Inches) | | | 0590 424E004 AA1 229720.000 SQYD| 15.94000 3661736.80| 17.10000 3928212.00| 19.74000 4534672.80 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, Esal Range E (9.36") | | | 0600 424E005 AA1 43459.000 SQYD| 10.18000 442412.62| 10.14000 440674.26| 13.14000 571051.26 Superpave Bituminous Concrete Lower | | | Binder Layer,1" Maximum Aggregate Size | | | MIX, Esal Range E (5.49") | | | 0610 424E050 AA1 162424.000 SQYD| 3.80000 617211.20| 4.16000 675683.84| 5.32000 864095.68 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, Esal Range C/D (2.25 Inches) | | | 0620 424F000 AA1 263017.000 SQYD| 7.88000 2072573.96| 8.52000 2240904.84| 9.87200 2596503.82 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | Esal Range E (4.63 Inches) | | | 0630 428C000 AA1 138353.000 LF | 0.18000 24903.54| 0.09000 12451.77| 0.14000 19369.42 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0640 450B000 AA1 1778.000 SQYD| 65.00000 115570.00| 55.33000 98376.74| 52.50000 93345.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0650 301A012 AA2 555928.000 SQYD| | | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20050325002 COUNTIES : WALKER LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 327F000 AA2 537518.000 SQYD| | | Permeable Base(4.00 Inches) | | | 0670 401A043 AA2 545029.000 SQYD| | | Bituminous Treatment AE | | | 0680 428E000 AA2 138353.000 LF | | | Scoring Concrete Pavement Surface By | | | Cutting | | | 0690 450A019 AA2 40839.000 SQYD| | | Plain Cement Concrete Pavement, 10 | | | Inches Thick | | | 0700 450A021 AA2 476118.000 SQYD| | | Plain Cement Concrete Pavement, 13.5 | | | Inches Thick | | | 0710 450B000 AA2 2315.000 SQYD| | | Reinforced Cement Concrete Bridge End | | | Slab | | | 0720 450G000 AA2 1.000 EACH| | | Contractor Retained Profilograph | | | SECTION TOTALS | $ 24,611,236.73| $ 25,696,403.81| $ 28,312,699.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 24,611,236.73| $ 25,696,403.81| $ 28,312,699.48 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20050325002 COUNTIES : WALKER LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 09022 |( 5 ) 13111 |( ) |INTERSTATE HIGHWAY CONSTRUC |McCARTHY IMPROVEMENT COMPAN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D000 2020.000 LF | 9.19000 18563.80| 4.50000 9090.00| Removing Pipe | | | 0020 210A000 9240.000 CUYD| 5.38000 49711.20| 3.50000 32340.00| Unclassified Excavation | | | 0030 210D000 131521.000 CUYD| 7.82000 1028494.22| 5.00000 657605.00| Borrow Excavation | | | 0040 210D025 14278.000 CUYD| 10.82000 154487.96| 5.00000 71390.00| Borrow Excavation (Improved Roadbed) | | | 0050 230A000 830.000 RBST| 364.68000 302684.40| 400.00000 332000.00| Roadbed Processing | | | 0060 306B000 1.000 EACH| 8674.05000 8674.05| 12000.00000 12000.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0070 600A000 LUMP| 3000000.00000 3000000.00| 2800000.00000 2800000.00| Mobilization | | | 0080 601A000 1.000 EACH| 24937.89000 24937.89| 30000.00000 30000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0090 603A002 1.000 EACH| 21685.12000 21685.12| 40000.00000 40000.00| Furnishing Type 3 Field Office | | | 0100 605A002 142764.000 LF | 3.42000 488252.88| 3.50000 499674.00| Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0110 605B000 267.000 EACH| 281.19000 75077.73| 230.00000 61410.00| Special Underdrain Outlet, Type A | | | 0120 605B001 88.000 EACH| 271.15000 23861.20| 325.00000 28600.00| Special Underdrain Outlet, Type B | | | 0130 614A000 370.000 CUYD| 307.20000 113664.00| 250.00000 92500.00| Slope Paving | | | 0140 629A055 45.000 LF | 125.53000 5648.85| 150.00000 6750.00| Concrete Median Or Safety Barrier, Type | | | TES (Modified) | | | 0150 629A057 957.000 LF | 58.25000 55745.25| 70.00000 66990.00| Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0160 630A001 3713.000 LF | 16.07000 59667.91| 16.00000 59408.00| Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20050325002 COUNTIES : WALKER LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 09022 |( 5 ) 13111 |( ) |INTERSTATE HIGHWAY CONSTRUC |McCARTHY IMPROVEMENT COMPAN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630C001 8.000 EACH| 652.77000 5222.16| 650.00000 5200.00| Guardrail End Anchor, Type 8 | | | 0180 630C003 12.000 EACH| 1355.75000 16269.00| 1500.00000 18000.00| Guardrail End Anchor, Type 13 | | | 0190 630C050 4.000 EACH| 2259.58000 9038.32| 2500.00000 10000.00| Guardrail End Anchor, Type 20 Series | | | 0200 630C070 16.000 EACH| 1807.66000 28922.56| 2000.00000 32000.00| Guardrail End Anchor, Type 10 Series | | | 0210 650A000 49844.000 CUYD| 9.81000 488969.64| 5.00000 249220.00| Topsoil | | | 0220 652A100 104.000 ACRE| 472.00000 49088.00| 950.00000 98800.00| Seeding | | | 0230 652C000 104.000 ACRE| 55.23000 5743.92| 50.00000 5200.00| Mowing | | | 0240 654A000 29107.000 SQYD| 3.51000 102165.57| 4.00000 116428.00| Solid Sodding | | | 0250 654A001 2165.000 SQYD| 3.51000 7599.15| 4.00000 8660.00| Solid Sodding (Bermuda) | | | 0260 656A010 104.000 ACRE| 421.79000 43866.16| 450.00000 46800.00| Mulching | | | 0270 659A000 2390.000 SQYD| 2.01000 4803.90| 1.25000 2987.50| Erosion Control Netting, Class A | | | 0280 659A001 35120.000 SQYD| 2.01000 70591.20| 1.15000 40388.00| Erosion Control Netting, Class B | | | 0290 665A000 5.000 ACRE| 421.79000 2108.95| 450.00000 2250.00| Temporary Seeding | | | 0300 665B000 5.000 ACRE| 421.79000 2108.95| 450.00000 2250.00| Temporary Mulching | | | 0310 665F000 250.000 EACH| 7.03000 1757.50| 15.00000 3750.00| Hay Bales | | | 0320 665J000 26102.000 LF | 3.01000 78567.02| 3.25000 84831.50| Silt Fence, Type A | | | 0330 665K000 1550.000 CUYD| 8.03000 12446.50| 17.00000 26350.00| Drainage Sump Excavation | | | 0340 665O001 26102.000 LF | 1.26000 32888.52| 2.50000 65255.00| Silt Fence Removal | | | 0350 665P001 44.000 EACH| 401.70000 17674.80| 350.00000 15400.00| Inlet Protection Device | | | 0360 665Q001 4683.000 LF | 15.06000 70525.98| 10.00000 46830.00| 20 Inch Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20050325002 COUNTIES : WALKER LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 09022 |( 5 ) 13111 |( ) |INTERSTATE HIGHWAY CONSTRUC |McCARTHY IMPROVEMENT COMPAN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 666A001 92.000 ACRE| 20.09000 1848.28| 35.00000 3220.00| Pest Control Treatment | | | 0380 680A000 LUMP| 515021.59000 515021.59| 290000.00000 290000.00| Engineering Controls | | | 0390 720A020 1.000 EACH| 7531.92000 7531.92| 11000.00000 11000.00| Vehicular Impact Attenuator | | | Assembly(Unidirectional, TL-2) | | | 0400 720A021 2.000 EACH| 10042.56000 20085.12| 11000.00000 22000.00| Vehicular Impact Attenuator | | | Assembly(Bi-directional, TL-2) | | | 0410 726C001 330.000 LF | 15.80000 5214.00| 25.00000 8250.00| State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 0420 740B000 496.000 SQFT| 8.43000 4181.28| 10.00000 4960.00| Construction Signs | | | 0430 740D000 135.000 EACH| 61.09000 8247.15| 75.00000 10125.00| Channelizing Drums | | | 0440 740E000 100.000 EACH| 9.74000 974.00| 12.00000 1200.00| Cones (36 Inches High) | | | 0450 740F002 28.000 EACH| 231.73000 6488.44| 200.00000 5600.00| Barricades, Type III | | | 0460 740I005 2.000 EACH| 1158.64000 2317.28| 100.00000 200.00| Warning Lights, Type B (Detachable Head | | | 0470 740M001 100.000 EACH| 6.32000 632.00| 7.00000 700.00| Ballast For Cone | | | 0480 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| Trainee Hours At 80 Cents Per Hour | | | 0490 301A012 AA1 569519.000 SQYD| | | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0500 327F000 AA1 550416.000 SQYD| | | Permeable Base(4.00 Inches) | | | 0510 401A043 AA1 557822.000 SQYD| | | Bituminous Treatment AE | | | 0520 405A000 AA1 60861.000 GAL | | | Tack Coat | | | 0530 410C000 AA1 1.000 EACH| | | Contractor Retained Profilograph | | | 0540 410H000 AA1 1.000 EACH| | | Material Remixing Device | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20050325002 COUNTIES : WALKER LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 09022 |( 5 ) 13111 |( ) |INTERSTATE HIGHWAY CONSTRUC |McCARTHY IMPROVEMENT COMPAN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 423C001 AA1 358143.000 SQYD| | | Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size (1.50 | | | Inches) | | | 0560 423D000 AA1 359067.000 SQYD| | | Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size (2.25 Inches) | | | 0570 424D001 AA1 160133.000 SQYD| | | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, Esal Range C/D (1.50 Inches) | | | 0580 424E002 AA1 256935.000 SQYD| | | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, Esal Range E (4.50 Inches) | | | 0590 424E004 AA1 229720.000 SQYD| | | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, Esal Range E (9.36") | | | 0600 424E005 AA1 43459.000 SQYD| | | Superpave Bituminous Concrete Lower | | | Binder Layer,1" Maximum Aggregate Size | | | MIX, Esal Range E (5.49") | | | 0610 424E050 AA1 162424.000 SQYD| | | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, Esal Range C/D (2.25 Inches) | | | 0620 424F000 AA1 263017.000 SQYD| | | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | Esal Range E (4.63 Inches) | | | 0630 428C000 AA1 138353.000 LF | | | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0640 450B000 AA1 1778.000 SQYD| | | Reinforced Cement Concrete Bridge End | | | Slab | | | 0650 301A012 AA2 555928.000 SQYD| 4.89000 2718487.92| 5.90000 3279975.20| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20050325002 COUNTIES : WALKER LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 09022 |( 5 ) 13111 |( ) |INTERSTATE HIGHWAY CONSTRUC |McCARTHY IMPROVEMENT COMPAN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 327F000 AA2 537518.000 SQYD| 6.75000 3628246.50| 8.00000 4300144.00| Permeable Base(4.00 Inches) | | | 0670 401A043 AA2 545029.000 SQYD| 1.29000 703087.41| 0.65000 354268.85| Bituminous Treatment AE | | | 0680 428E000 AA2 138353.000 LF | 0.39000 53957.67| 0.25000 34588.25| Scoring Concrete Pavement Surface By | | | Cutting | | | 0690 450A019 AA2 40839.000 SQYD| 37.00000 1511043.00| 41.00000 1674399.00| Plain Cement Concrete Pavement, 10 | | | Inches Thick | | | 0700 450A021 AA2 476118.000 SQYD| 37.90000 18044872.20| 39.50000 18806661.00| Plain Cement Concrete Pavement, 13.5 | | | Inches Thick | | | 0710 450B000 AA2 2315.000 SQYD| 53.39000 123597.85| 60.00000 138900.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0720 450G000 AA2 1.000 EACH| 40094.42000 40094.42| 20000.00000 20000.00| Contractor Retained Profilograph | | | SECTION TOTALS | $ 33,881,042.29| $ 34,650,148.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 33,881,042.29| $ 34,650,148.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20050325003 COUNTIES : MOBILE LETTING DATE : 03/25/05 10:00 AM DIVISION : 09 CONTRACT TIME : 225 Calendar Days CONTRACT DESCRIPTION : MOBILE PROJECT(S) : IM-I010(316) for constructing the Additional Lanes and Lighting on I-10 at I-65 in Mobile. Length 1.269 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 4,691,747.65 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 4,834,644.08 103.0457% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20050325003 COUNTIES : MOBILE LETTING DATE : 03/25/05 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |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 201A002 LUMP| 3000.00000 3000.00| 6000.00000 6000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 3000.00 Per Acre) | | | (Approximately 2 | | | 0020 206D001 1015.000 LF | 3.00000 3045.00| 3.23000 3278.45| Removing Guardrail | | | 0030 206D007 1615.000 LF | 5.00000 8075.00| 8.12000 13113.80| Removing Concrete Flume | | | 0040 206D010 965.000 LF | 30.00000 28950.00| 91.35000 88152.75| Removing Safety Barrier | | | 0050 206D011 798.000 LF | 2.60000 2074.80| 4.07000 3247.86| Removing Fence | | | 0060 210A000 23194.000 CUYD| 7.00000 162358.00| 13.57000 314742.58| Unclassified Excavation | | | 0070 210D012 20420.000 CUYD| 14.00000 285880.00| 14.95000 305279.00| Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0080 214A000 101.000 CUYD| 15.25000 1540.25| 13.44000 1357.44| Structure Excavation | | | 0090 214B001 105.000 CUYD| 42.00000 4410.00| 36.83000 3867.15| Foundation Backfill, Commercial | | | 0100 230A000 117.000 RBST| 275.00000 32175.00| 315.00000 36855.00| Roadbed Processing | | | 0110 301A012 14859.000 SQYD| 13.00000 193167.00| 12.51000 185886.09| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 401A000 14101.000 SQYD| 0.60000 8460.60| 0.67000 9447.67| Bituminous Treatment A | | | 0130 405A000 6423.000 GAL | 1.10000 7065.30| 1.33000 8542.59| Tack Coat | | | 0140 408A052 43309.000 SQYD| 0.45000 19489.05| 0.68000 29450.12| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0150 410C000 1.000 EACH| 5000.00000 5000.00| 24815.00000 24815.00| Contractor Retained Profilograph | | | 0160 410H000 1.000 EACH| 30000.00000 30000.00| 33970.90000 33970.90| Material Remixing Device | | | 0170 420A011 1730.000 TON | 65.00000 112450.00| 76.30000 131999.00| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20050325003 COUNTIES : MOBILE LETTING DATE : 03/25/05 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 423A002 4130.000 TON | 65.00000 268450.00| 72.45000 299218.50| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0190 423B001 2353.000 TON | 65.00000 152945.00| 71.58000 168427.74| Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0200 424A283 100.000 TON | 65.00000 6500.00| 162.31000 16231.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0210 424B289 2166.000 TON | 55.00000 119130.00| 56.70000 122812.20| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424B581 7640.000 TON | 45.50000 347620.00| 50.40000 385056.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0230 428C000 17758.000 LF | 0.50000 8879.00| 0.21000 3729.18| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0240 502A000 23561.000 LB | 1.15000 27095.15| 1.02000 24032.22| Steel Reinforcement | | | 0250 524B011 156.000 CUYD| 640.00000 99840.00| 565.61000 88235.16| Culvert Concrete Extension (Cast In | | | Place) | | | 0260 530A103 34.000 LF | 90.00000 3060.00| 92.49000 3144.66| 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0270 600A000 LUMP| 560000.00000 560000.00| 552520.40000 552520.40| Mobilization | | | 0280 614A000 288.000 CUYD| 280.00000 80640.00| 247.32000 71228.16| Slope Paving | | | 0290 619A004 1.000 EACH| 670.00000 670.00| 591.42000 591.42| 30" Roadway Pipe End Treatment, Class 1 | | | 0300 620A000 1.000 CUYD| 850.00000 850.00| 752.71000 752.71| Minor Structure Concrete | | | 0310 629A057 1489.000 LF | 238.00000 354382.00| 134.41000 200136.49| Concrete Median Or Safety Barrier, Type | | | GS-54 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20050325003 COUNTIES : MOBILE LETTING DATE : 03/25/05 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 629A065 385.000 LF | 218.00000 83930.00| 118.28000 45537.80| Concrete Median Or Safety Barrier, Type | | | GS-42 | | | 0330 629A070 33.000 LF | 285.00000 9405.00| 349.47000 11532.51| Concrete Median Or Safety Barrier,Type | | | VF-54 | | | 0340 630A033 525.000 LF | 18.00000 9450.00| 20.16000 10584.00| Steel Beam Guardrail, Class A, Type 2 | | | (7'-0" Post) | | | 0350 630C001 1.000 EACH| 1090.00000 1090.00| 1075.30000 1075.30| Guardrail End Anchor, Type 8 | | | 0360 630C003 6.000 EACH| 1350.00000 8100.00| 1747.36000 10484.16| Guardrail End Anchor, Type 13 | | | 0370 630C050 7.000 EACH| 2065.00000 14455.00| 2150.60000 15054.20| Guardrail End Anchor, Type 20 Series | | | 0380 634A002 630.000 LF | 17.50000 11025.00| 12.74000 8026.20| Industrial Fence, 6 Feet High | | | 0390 650B000 14265.000 CUYD| 4.00000 57060.00| 12.11000 172749.15| Topsoil From Stockpiles | | | 0400 652A100 18.000 ACRE| 750.00000 13500.00| 537.65000 9677.70| Seeding | | | 0410 652C000 18.000 ACRE| 125.00000 2250.00| 53.77000 967.86| Mowing | | | 0420 654A001 836.000 SQYD| 5.50000 4598.00| 4.30000 3594.80| Solid Sodding (Bermuda) | | | 0430 656A010 18.000 ACRE| 750.00000 13500.00| 510.77000 9193.86| Mulching | | | 0440 665A000 18.000 ACRE| 600.00000 10800.00| 322.59000 5806.62| Temporary Seeding | | | 0450 665B000 18.000 ACRE| 600.00000 10800.00| 322.59000 5806.62| Temporary Mulching | | | 0460 665G000 165.000 EACH| 7.50000 1237.50| 7.50000 1237.50| Sand Bags | | | 0470 665I000 75.000 TON | 60.00000 4500.00| 50.00000 3750.00| Temporary Riprap, Class 2 | | | 0480 665J000 6246.000 LF | 4.00000 24984.00| 3.30000 20611.80| Silt Fence, Type A | | | 0490 665O001 6246.000 LF | 1.00000 6246.00| 1.30000 8119.80| Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20050325003 COUNTIES : MOBILE LETTING DATE : 03/25/05 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 665Q001 280.000 LF | 7.00000 1960.00| 15.00000 4200.00| 20 Inch Wattle | | | 0510 666A001 18.000 ACRE| 60.00000 1080.00| 37.64000 677.52| Pest Control Treatment | | | 0520 672B000 340.000 LB | 10.00000 3400.00| 10.74000 3651.60| Flocculant Powder | | | 0530 680A000 LUMP| 15000.00000 15000.00| 28680.68000 28680.68| Engineering Controls | | | 0540 701A028 3.000 MILE| 2030.00000 6090.00| 1881.78000 5645.34| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0550 701A032 2.000 MILE| 2030.00000 4060.00| 1881.78000 3763.56| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0560 701A041 4.000 MILE| 1390.00000 5560.00| 1290.36000 5161.44| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0570 701B009 689.000 LF | 1.15000 792.35| 1.08000 744.12| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0580 701C000 4.000 MILE| 870.00000 3480.00| 806.48000 3225.92| Broken Temporary Traffic Stripe | | | 0590 701C001 4.000 MILE| 870.00000 3480.00| 806.48000 3225.92| Solid Temporary Traffic Stripe | | | 0600 701G121 1794.000 LF | 3.50000 6279.00| 3.23000 5794.62| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0610 701G125 1386.000 LF | 5.00000 6930.00| 4.52000 6264.72| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0620 701G133 1386.000 LF | 5.00000 6930.00| 4.52000 6264.72| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0630 701H001 2772.000 LF | 1.15000 3187.80| 1.08000 2993.76| Solid Traffic Stripe Removed (Plastic) | | | 0640 701H006 1794.000 LF | 1.15000 2063.10| 1.08000 1937.52| Broken Traffic Stripe Removed (Plastic) | | | 0650 703A002 1115.000 SQFT| 3.00000 3345.00| 2.69000 2999.35| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20050325003 COUNTIES : MOBILE LETTING DATE : 03/25/05 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 703B002 135.000 SQFT| 4.00000 540.00| 3.76000 507.60| Traffic Control Legends, Class 2, Type | | | 0670 703D001 265.000 SQFT| 1.75000 463.75| 1.61000 426.65| Temporary Traffic Control Markings | | | 0680 705A011 2126.000 EACH| 7.00000 14882.00| 6.45000 13712.70| Pavement Markers, Class C, Type 1-A | | | 0690 705A012 177.000 EACH| 7.00000 1239.00| 6.45000 1141.65| Pavement Markers, Class C, Type 1-B | | | 0700 705A030 16.000 EACH| 6.00000 96.00| 5.38000 86.08| Pavement Markers, Class A-H, Type 2-C | | | 0710 705A031 2126.000 EACH| 6.00000 12756.00| 5.38000 11437.88| Pavement Markers, Class A-H, Type 1-A | | | 0720 705A032 177.000 EACH| 6.00000 1062.00| 5.38000 952.26| Pavement Markers, Class A-H, Type 1-B | | | 0730 710B008 34.000 LF | 210.00000 7140.00| 80.65000 2742.10| Roadway Sign Post (W8 x 18 Steel Beam) | | | 0740 710B014 43.000 LF | 275.00000 11825.00| 102.15000 4392.45| Roadway Sign Post (W10 x 26 Steel Beam) | | | 0750 726A000 400.000 LF | 55.00000 22000.00| 48.39000 19356.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 0760 740B000 1380.000 SQFT| 14.00000 19320.00| 16.29000 22480.20| Construction Signs | | | 0770 740C000 128.000 SQFT| 17.50000 2240.00| 16.29000 2085.12| Special Construction Signs | | | 0780 740D000 250.000 EACH| 80.00000 20000.00| 81.46000 20365.00| Channelizing Drums | | | 0790 740I005 2.000 EACH| 270.00000 540.00| 285.36000 570.72| Warning Lights, Type B (Detachable Head | | | 0800 740L003 103.000 EACH| 125.00000 12875.00| 104.01000 10713.03| Vertical Panel, Type I (Single-Sided) | | | 0810 741C010 2.000 EACH| 6500.00000 13000.00| 6665.09000 13330.18| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0820 742A001 3.000 EACH| 18000.00000 54000.00| 24438.66000 73315.98| Portable Changeable Message Sign, Type | | | 0830 750Z100 LUMP| 1200000.00000 1200000.00| 1071866.57000 1071866.57| Roadway Lighting System (Rehabilitation | | | SECTION TOTALS | $ 4,691,747.65| $ 4,834,644.08| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,691,747.65| $ 4,834,644.08| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20050325007 COUNTIES : JACKSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0002(517) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#2 (U.S.#72) from M.P. 154.890 to M.P. 158.624 in Stevenson. Length 3.734 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 2,029,626.10 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 2,066,448.16 101.8142% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20050325007 COUNTIES : JACKSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 13480.000 GAL | 1.48000 19950.40| 1.50000 20220.00| Tack Coat | | | 0020 408A052 224591.000 SQYD| 0.65000 145984.15| 0.48000 107803.68| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 410H000 1.000 EACH| 32627.00000 32627.00| 95000.00000 95000.00| Material Remixing Device | | | 0040 424A361 18683.000 TON | 46.75000 873430.25| 44.10000 823920.30| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A367 7667.000 TON | 46.75000 358432.25| 42.12000 322934.04| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B651 4894.000 TON | 39.90000 195270.60| 38.56000 188712.64| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B685 500.000 TON | 60.00000 30000.00| 46.10000 23050.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 430B014 6121.000 TON | 16.95000 103750.95| 15.60000 95487.60| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0090 600A000 LUMP| 85000.00000 85000.00| 204000.00000 204000.00| Mobilization | | | 0100 701A028 13.000 MILE| 1650.00000 21450.00| 1650.00000 21450.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A032 7.000 MILE| 1800.00000 12600.00| 1650.00000 11550.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A041 8.000 MILE| 1800.00000 14400.00| 1150.00000 9200.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20050325007 COUNTIES : JACKSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701B009 9150.000 LF | 0.90000 8235.00| 0.90000 8235.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0140 701C000 14.000 MILE| 550.00000 7700.00| 580.00000 8120.00| Broken Temporary Traffic Stripe | | | 0150 701C001 28.000 MILE| 650.00000 18200.00| 680.00000 19040.00| Solid Temporary Traffic Stripe | | | 0158 701G121 1600.000 LF | 2.00000 3200.00| 4.10000 6560.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701G125 1600.000 LF | 4.00000 6400.00| 4.10000 6560.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701G133 1600.000 LF | 4.00000 6400.00| 4.10000 6560.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701H001 3200.000 LF | 0.50000 1600.00| 1.00000 3200.00| Solid Traffic Stripe Removed (Plastic) | | | 0190 701H006 1600.000 LF | 0.50000 800.00| 1.00000 1600.00| Broken Traffic Stripe Removed (Plastic) | | | 0200 703A002 11009.000 SQFT| 2.50000 27522.50| 2.60000 28623.40| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 673.000 SQFT| 3.00000 2019.00| 3.60000 2422.80| Traffic Control Legends, Class 2, Type | | | 0220 705A030 80.000 EACH| 6.00000 480.00| 5.50000 440.00| Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 755.000 EACH| 6.00000 4530.00| 5.50000 4152.50| Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 207.000 EACH| 6.00000 1242.00| 5.50000 1138.50| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 100.000 EACH| 6.00000 600.00| 5.50000 550.00| Pavement Markers, Class A-H, Type 2-D | | | 0260 730H001 3000.000 LF | 3.50000 10500.00| 3.50000 10500.00| Loop Wire | | | 0270 730I001 3300.000 LF | 1.00000 3300.00| 3.00000 9900.00| Loop Detector Lead-In-Cable | | | 0280 730K000 2.000 EACH| 275.00000 550.00| 500.00000 1000.00| Traffic Signal Junction Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20050325007 COUNTIES : JACKSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 740B000 1133.000 SQFT| 14.00000 15862.00| 8.30000 9403.90| Construction Signs | | | 0300 740C000 66.000 SQFT| 15.00000 990.00| 9.30000 613.80| Special Construction Signs | | | 0310 740D000 200.000 EACH| 60.00000 12000.00| 60.00000 12000.00| Channelizing Drums | | | 0320 741C010 1.000 EACH| 4600.00000 4600.00| 2500.00000 2500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,029,626.10| $ 2,066,448.16| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,029,626.10| $ 2,066,448.16| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20050325010 COUNTIES : LAWRENCE LETTING DATE : 03/25/05 10:00 AM DIVISION : 02 CONTRACT TIME : 105 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0020(503) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#20 from east of C.R.#585 (MP 45.704) to near S.R.#33 (MP 51.345) in Courtland. Length 5.660 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 2,372,836.08 100.0000% 2 18031 ROGERS GROUP, INC. $ 2,486,476.16 104.7892% 3 19010 SHELBY CONTRACTING CO., INC. $ 2,517,868.35 106.1122% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20050325010 COUNTIES : LAWRENCE LETTING DATE : 03/25/05 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( 3 ) 19010 |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 2.000 EACH| 76.59000 153.18| 227.53000 455.06| 100.00000 200.00 Mailbox Reset, Single | | | 0020 305B060 4605.000 TON | 18.63000 85791.15| 13.00000 59865.00| 11.29000 51990.45 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 405A000 10921.000 GAL | 1.37000 14961.77| 2.14000 23370.94| 1.05000 11467.05 Tack Coat | | | 0040 408A054 81157.000 SQYD| 0.60000 48694.20| 0.58000 47071.06| 0.69000 55998.33 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0050 410B000 1.000 EACH| 297.23000 297.23| 10000.00000 10000.00| 2082.96000 2082.96 State Furnished Profilograph | | | 0060 410H000 1.000 EACH| 88588.15000 88588.15| 100000.00000 100000.00| 75000.00000 75000.00 Material Remixing Device | | | 0070 424A276 7326.000 TON | 44.04000 322637.04| 49.00000 358974.00| 51.18000 374944.68 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, Esal Range E | | | 0080 424A356 2385.000 TON | 44.20000 105417.00| 40.00000 95400.00| 40.14000 95733.90 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0090 424A359 711.000 TON | 46.41000 32997.51| 50.00000 35550.00| 40.14000 28539.54 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0100 424B280 8634.000 TON | 36.78000 317558.52| 38.25000 330250.50| 42.95000 370830.30 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0110 424B288 12629.000 TON | 37.07000 468157.03| 38.25000 483059.25| 37.81000 477502.49 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424B580 8634.000 TON | 32.16000 277669.44| 32.00000 276288.00| 37.81000 326451.54 Superpave Bituminous Concrete Lower | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20050325010 COUNTIES : LAWRENCE LETTING DATE : 03/25/05 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( 3 ) 19010 |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424B587 1903.000 TON | 38.83000 73893.49| 43.50000 82780.50| 38.74000 73722.22 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL E | | | 0140 424B650 6557.000 TON | 32.65000 214086.05| 34.50000 226216.50| 37.84000 248116.88 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424B654 1000.000 TON | 46.32000 46320.00| 45.00000 45000.00| 38.50000 38500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B661 1953.000 TON | 40.51000 79116.03| 40.00000 78120.00| 37.81000 73842.93 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 428C000 117736.000 LF | 0.08000 9418.88| 0.10000 11773.60| 0.08000 9418.88 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0180 600A000 LUMP| 13290.70000 13290.70| 52786.05000 52786.05| 45000.00000 45000.00 Mobilization | | | 0190 665F000 50.000 EACH| 11.23000 561.50| 10.00000 500.00| 5.00000 250.00 Hay Bales | | | 0200 665J000 100.000 LF | 7.58000 758.00| 4.50000 450.00| 2.50000 250.00 Silt Fence, Type A | | | 0210 665O001 100.000 LF | 3.59000 359.00| 3.00000 300.00| 0.50000 50.00 Silt Fence Removal | | | 0220 665Q001 200.000 LF | 8.59000 1718.00| 20.00000 4000.00| 5.00000 1000.00 20 Inch Wattle | | | 0230 680A000 LUMP| 6559.95000 6559.95| 2500.00000 2500.00| 2500.00000 2500.00 Engineering Controls | | | 0240 701A028 12.000 MILE| 1699.50000 20394.00| 1650.00000 19800.00| 1650.00000 19800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0250 701A041 12.000 MILE| 1854.00000 22248.00| 1800.00000 21600.00| 1800.00000 21600.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701A048 12.000 MILE| 1854.00000 22248.00| 1800.00000 21600.00| 1800.00000 21600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20050325010 COUNTIES : LAWRENCE LETTING DATE : 03/25/05 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( 3 ) 19010 |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 701B009 9269.000 LF | 0.93000 8620.17| 0.90000 8342.10| 0.90000 8342.10 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0280 701C000 23.000 MILE| 566.50000 13029.50| 550.00000 12650.00| 550.00000 12650.00 Broken Temporary Traffic Stripe | | | 0290 701C001 45.000 MILE| 669.50000 30127.50| 650.00000 29250.00| 650.00000 29250.00 Solid Temporary Traffic Stripe | | | 0300 701G121 910.000 LF | 2.06000 1874.60| 2.00000 1820.00| 2.00000 1820.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0310 701G125 910.000 LF | 4.12000 3749.20| 4.00000 3640.00| 4.00000 3640.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0320 701G133 910.000 LF | 4.12000 3749.20| 4.00000 3640.00| 4.00000 3640.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0330 701H001 1820.000 LF | 0.52000 946.40| 0.50000 910.00| 0.50000 910.00 Solid Traffic Stripe Removed (Plastic) | | | 0340 701H006 910.000 LF | 0.52000 473.20| 0.50000 455.00| 0.50000 455.00 Broken Traffic Stripe Removed (Plastic) | | | 0350 703A002 3587.000 SQFT| 2.58000 9254.46| 2.50000 8967.50| 2.50000 8967.50 Traffic Control Markings, Class 2, Type | | | A | | | 0360 703B002 632.000 SQFT| 3.09000 1952.88| 3.00000 1896.00| 3.00000 1896.00 Traffic Control Legends, Class 2, Type | | | 0370 703D001 336.000 SQFT| 1.55000 520.80| 1.50000 504.00| 1.50000 504.00 Temporary Traffic Control Markings | | | 0380 703E001 1094.000 SQFT| 1.96000 2144.24| 1.90000 2078.60| 1.90000 2078.60 Temporary Traffic Control Legends | | | 0390 705A030 36.000 EACH| 6.18000 222.48| 6.00000 216.00| 6.00000 216.00 Pavement Markers, Class A-H, Type 2-C | | | 0400 705A031 736.000 EACH| 6.18000 4548.48| 6.00000 4416.00| 6.00000 4416.00 Pavement Markers, Class A-H, Type 1-A | | | 0410 730H001 1830.000 LF | 2.91000 5325.30| 2.75000 5032.50| 2.45000 4483.50 Loop Wire | | | 0420 740B000 754.000 SQFT| 15.66000 11807.64| 12.00000 9048.00| 8.00000 6032.00 Construction Signs | | | 0430 740D000 75.000 EACH| 0.01000 0.75| 40.00000 3000.00| 5.00000 375.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20050325010 COUNTIES : LAWRENCE LETTING DATE : 03/25/05 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( 3 ) 19010 |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 740E000 50.000 EACH| 0.01000 0.50| 5.00000 250.00| 11.00000 550.00 Cones (36 Inches High) | | | 0450 740M001 50.000 EACH| 0.01000 0.50| 3.00000 150.00| 0.01000 0.50 Ballast For Cone | | | 0460 741C010 1.000 EACH| 594.46000 594.46| 2500.00000 2500.00| 1250.00000 1250.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,372,836.08| $ 2,486,476.16| $ 2,517,868.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,372,836.08| $ 2,486,476.16| $ 2,517,868.35 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20050325012 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 CONTRACT TIME : 400 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0299(500) for constructing the Pavement, Signals and Partial Grade and Drain on S.R.#299 (Opp Bypass) from S.R.#12 (U.S.#84) to S.R.#9 (U.S.#331) at the south city limit of Opp. Length 3.330 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18005 GRADY RALLS & SONS, INC. $ 5,983,643.75 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 6,319,999.99 105.6213% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20050325012 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 01087 |( ) |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 80.000 LF | 2.00000 160.00| 3.00000 240.00| Removing Guardrail | | | 0020 206E008 4.000 EACH| 50.00000 200.00| 150.00000 600.00| Removing Guardrail End Anchor (All Type | | | 0030 210A000 57219.000 CUYD| 3.10000 177378.90| 3.10000 177378.90| Unclassified Excavation | | | 0040 230A000 377.000 RBST| 331.00000 124787.00| 331.00000 124787.00| Roadbed Processing | | | 0050 301A222 441871.000 SQYD| 5.25000 2319822.75| 5.80000 2562851.80| Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0060 401A000 219953.000 SQYD| 0.45000 98978.85| 0.35000 76983.55| Bituminous Treatment A | | | 0070 405A000 10062.000 GAL | 1.35000 13583.70| 2.24000 22538.88| Tack Coat | | | 0080 410C000 1.000 EACH| 5000.00000 5000.00| 4000.00000 4000.00| Contractor Retained Profilograph | | | 0090 410H000 1.000 EACH| 50000.00000 50000.00| 3000.00000 3000.00| Material Remixing Device | | | 0100 424A361 16040.000 TON | 40.00000 641600.00| 45.00000 721800.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A366 24.000 TON | 99.00000 2376.00| 100.00000 2400.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B651 20176.000 TON | 38.75000 781820.00| 42.50000 857480.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0130 424B655 100.000 TON | 74.00000 7400.00| 65.00000 6500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B659 29.000 TON | 99.00000 2871.00| 100.00000 2900.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20050325012 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 01087 |( ) |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B681 19916.000 TON | 39.00000 776724.00| 42.00000 836472.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0160 428C000 71211.000 LF | 0.15000 10681.65| 0.13000 9257.43| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0170 430B000 100.000 TON | 35.00000 3500.00| 35.00000 3500.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0180 450B000 214.000 SQYD| 91.85000 19655.90| 91.85000 19655.90| Reinforced Cement Concrete Bridge End | | | Slab | | | 0190 535A001 168.000 LF | 22.00000 3696.00| 22.00000 3696.00| 18" Side Drain Pipe | | | 0200 535A002 56.000 LF | 24.00000 1344.00| 24.00000 1344.00| 24" Side Drain Pipe | | | 0210 535A003 56.000 LF | 36.00000 2016.00| 36.00000 2016.00| 30" Side Drain Pipe | | | 0220 535A004 112.000 LF | 43.00000 4816.00| 43.00000 4816.00| 36" Side Drain Pipe | | | 0230 600A000 LUMP| 250000.00000 250000.00| 203638.60000 203638.60| Mobilization | | | 0240 601A000 1.000 EACH| 14000.00000 14000.00| 14000.00000 14000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0250 606A000 1000.000 LF | 0.01000 10.00| 0.01000 10.00| 6" Underdrain Pipe | | | 0260 614A000 366.000 CUYD| 199.50000 73017.00| 199.50000 73017.00| Slope Paving | | | 0270 619A101 6.000 EACH| 395.00000 2370.00| 395.00000 2370.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 619A102 2.000 EACH| 498.00000 996.00| 498.00000 996.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 619A128 2.000 EACH| 1340.00000 2680.00| 1340.00000 2680.00| 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0300 619A129 4.000 EACH| 1550.00000 6200.00| 1550.00000 6200.00| 36" Side Drain Pipe End Treatment, | | | Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20050325012 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 01087 |( ) |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 623B000 912.000 LF | 8.50000 7752.00| 8.50000 7752.00| Concrete Curb, Type N | | | 0320 623B001 136.000 LF | 17.00000 2312.00| 17.00000 2312.00| Concrete Curb, Type N Special | | | 0330 630A001 903.000 LF | 16.25000 14673.75| 16.25000 14673.75| Steel Beam Guardrail, Class A, Type 2 | | | 0340 630C003 8.000 EACH| 1450.00000 11600.00| 1450.00000 11600.00| Guardrail End Anchor, Type 13 | | | 0350 630C070 8.000 EACH| 1200.00000 9600.00| 1200.00000 9600.00| Guardrail End Anchor, Type 10 Series | | | 0360 650B000 15736.000 CUYD| 3.25000 51142.00| 3.25000 51142.00| Topsoil From Stockpiles | | | 0370 652A100 12.000 ACRE| 500.00000 6000.00| 500.00000 6000.00| Seeding | | | 0380 652C000 109.000 ACRE| 75.00000 8175.00| 75.00000 8175.00| Mowing | | | 0390 654A001 1921.000 SQYD| 3.50000 6723.50| 3.50000 6723.50| Solid Sodding (Bermuda) | | | 0400 656A010 12.000 ACRE| 475.00000 5700.00| 475.00000 5700.00| Mulching | | | 0410 659A000 1495.000 SQYD| 1.85000 2765.75| 1.85000 2765.75| Erosion Control Netting, Class A | | | 0420 665A000 24.000 ACRE| 10.00000 240.00| 10.00000 240.00| Temporary Seeding | | | 0430 665B000 24.000 ACRE| 10.00000 240.00| 10.00000 240.00| Temporary Mulching | | | 0440 665I000 500.000 TON | 35.00000 17500.00| 35.00000 17500.00| Temporary Riprap, Class 2 | | | 0450 665J000 21045.000 LF | 1.00000 21045.00| 1.00000 21045.00| Silt Fence, Type A | | | 0460 665L000 600.000 LF | 1.00000 600.00| 1.00000 600.00| Floating Basin Boom | | | 0470 665O001 21045.000 LF | 0.05000 1052.25| 0.05000 1052.25| Silt Fence Removal | | | 0480 665Q001 4350.000 LF | 6.75000 29362.50| 6.75000 29362.50| 20 Inch Wattle | | | 0490 666A001 12.000 ACRE| 0.05000 0.60| 0.05000 0.60| Pest Control Treatment | | | 0500 680A000 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20050325012 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 01087 |( ) |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 701A028 13.000 MILE| 1775.00000 23075.00| 1775.00000 23075.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0520 701A032 8.000 MILE| 1775.00000 14200.00| 1775.00000 14200.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0530 701A041 7.000 MILE| 1050.00000 7350.00| 1050.00000 7350.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0540 701A048 4.000 MILE| 1975.00000 7900.00| 1975.00000 7900.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0550 701B009 11054.000 LF | 1.10000 12159.40| 1.10000 12159.40| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0560 701C001 24.000 MILE| 580.00000 13920.00| 580.00000 13920.00| Solid Temporary Traffic Stripe | | | 0570 701D007 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Paint) | | | 0580 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Plastic) | | | 0590 701D009 3.000 MILE| 2000.00000 6000.00| 2000.00000 6000.00| Solid Traffic Stripe Removed (Tape) | | | 0600 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0610 701D015 1.000 MILE| 1600.00000 1600.00| 1600.00000 1600.00| Broken Traffic Stripe Removed (Plastic) | | | 0620 701E006 1240.000 LF | 1.50000 1860.00| 1.50000 1860.00| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0630 701G121 620.000 LF | 2.10000 1302.00| 2.10000 1302.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0640 701G125 620.000 LF | 4.00000 2480.00| 4.00000 2480.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0650 701G133 620.000 LF | 4.00000 2480.00| 4.00000 2480.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20050325012 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 01087 |( ) |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 703A002 6175.000 SQFT| 2.75000 16981.25| 2.75000 16981.25| Traffic Control Markings, Class 2, Type | | | A | | | 0670 703B002 1166.000 SQFT| 3.75000 4372.50| 3.75000 4372.50| Traffic Control Legends, Class 2, Type | | | 0680 703C001 3100.000 SQFT| 3.00000 9300.00| 3.00000 9300.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0690 703D001 1096.000 SQFT| 1.50000 1644.00| 1.50000 1644.00| Temporary Traffic Control Markings | | | 0700 705A011 275.000 EACH| 6.00000 1650.00| 6.00000 1650.00| Pavement Markers, Class C, Type 1-A | | | 0710 705A023 440.000 EACH| 6.00000 2640.00| 6.00000 2640.00| Pavement Markers, Class C, Type 2-D | | | 0720 705A030 1262.000 EACH| 5.50000 6941.00| 5.50000 6941.00| Pavement Markers, Class A-H, Type 2-C | | | 0730 705A031 425.000 EACH| 5.50000 2337.50| 5.50000 2337.50| Pavement Markers, Class A-H, Type 1-A | | | 0740 705A032 75.000 EACH| 5.50000 412.50| 5.50000 412.50| Pavement Markers, Class A-H, Type 1-B | | | 0750 705A037 69.000 EACH| 5.50000 379.50| 5.50000 379.50| Pavement Markers, Class A-H, Type 2-D | | | 0760 705A038 129.000 EACH| 5.50000 709.50| 5.50000 709.50| Pavement Markers, Class A-H, Type 2-E | | | 0770 707B003 1.000 EACH| 120.00000 120.00| 126.00000 126.00| Type A Hazard Marker Installation | | | 0780 709A000 6.000 EACH| 120.00000 720.00| 126.00000 756.00| Milepost, Type A | | | 0790 710A115 887.000 SQFT| 14.00000 12418.00| 14.70000 13038.90| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0800 710A126 398.000 SQFT| 17.00000 6766.00| 17.85000 7104.30| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 0810 710A141 15.000 SQFT| 20.00000 300.00| 21.00000 315.00| Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge (Type III Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20050325012 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 01087 |( ) |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 710B001 2356.000 LF | 5.00000 11780.00| 5.25000 12369.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0830 713A000 88.000 LF | 110.00000 9680.00| 110.00000 9680.00| Permanent Barricades | | | 0840 730A000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| Removal Of Existing Traffic Control | | | Unit (SR 299 and US 331) | | | 0850 730C000 LUMP| 5000.00000 5000.00| 7520.00000 7520.00| Furnishing And Installing Traffic | | | Control Unit (SR 299 and US 331) | | | 0860 730E000 4.000 EACH| 2200.00000 8800.00| 1450.00000 5800.00| Metal Traffic Signal Pole Foundation | | | 0870 730G001 4.000 EACH| 7500.00000 30000.00| 8012.00000 32048.00| Metal Traffic Signal Strain Pole | | | 0880 730H001 1924.000 LF | 4.00000 7696.00| 4.00000 7696.00| Loop Wire | | | 0890 730I001 13000.000 LF | 1.00000 13000.00| 1.00000 13000.00| Loop Detector Lead-In-Cable | | | 0900 730J010 8.000 EACH| 160.00000 1280.00| 160.00000 1280.00| Vehicle Loop Detector | | | 0910 730K000 9.000 EACH| 300.00000 2700.00| 300.00000 2700.00| Traffic Signal Junction Box | | | 0920 730L005 625.000 LF | 5.00000 3125.00| 4.50000 2812.50| 2", Non-Metallic, Conduit | | | 0930 730L007 180.000 LF | 5.00000 900.00| 6.50000 1170.00| 3", Non-Metallic, Conduit | | | 0940 730N000 4.000 EACH| 950.00000 3800.00| 400.00000 1600.00| Luminaire Extension Assembly, 12 FEET | | | 0950 730P022 12.000 EACH| 850.00000 10200.00| 785.00000 9420.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0960 730R022 1.000 EACH| 8900.00000 8900.00| 8350.00000 8350.00| Controller Assembly, Type III, 8 Phase | | | 0970 730T000 1.000 EACH| 600.00000 600.00| 425.00000 425.00| Wood Pole | | | 0980 740B000 2788.000 SQFT| 9.00000 25092.00| 7.61000 21216.68| Construction Signs | | | 0990 740C000 96.000 SQFT| 12.00000 1152.00| 8.40000 806.40| Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20050325012 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 01087 |( ) |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 740D000 130.000 EACH| 55.00000 7150.00| 44.08000 5730.40| Channelizing Drums | | | 1010 740E000 75.000 EACH| 0.01000 0.75| 5.35000 401.25| Cones (36 Inches High) | | | 1020 740F002 36.000 EACH| 200.00000 7200.00| 189.00000 6804.00| Barricades, Type III | | | 1030 740I005 11.000 EACH| 400.00000 4400.00| 525.00000 5775.00| Warning Lights, Type B (Detachable Head | | | 1040 740M001 75.000 EACH| 0.01000 0.75| 3.56000 267.00| Ballast For Cone | | | 1050 740O000 1.000 EACH| 1000.00000 1000.00| 500.00000 500.00| Pilot Car | | | 1060 741C010 1.000 EACH| 5000.00000 5000.00| 3675.00000 3675.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1070 756A028 326.000 LINF| 50.00000 16300.00| 31.00000 10106.00| 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | 1080 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,983,643.75| $ 6,319,999.99| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,983,643.75| $ 6,319,999.99| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20050325016 COUNTIES : AUTAUGA LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 CONTRACT TIME : 200 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-BR-0130(200) for constructing the Bridge Replacement on C.R.#10 at Autauga Creek west of Booth. Length 0.068 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 715,493.00 100.0000% 2 14008 NEWELL & BUSH, INC. $ 780,525.25 109.0892% 3 13021 MURPHREE BRIDGE CORPORATION $ 811,051.72 113.3556% 4 13099 MCINNIS, LLC $ 844,337.50 118.0078% 5 13036 THE MORRIS GROUP, INC. $ 1,021,732.40 142.8012% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20050325016 COUNTIES : AUTAUGA LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 14008 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, 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| 45000.00000 45000.00| 30000.00000 30000.00| 35000.00000 35000.00 Removal Of Old Bridge, Station 15+11.18 | | | 0020 210A000 1418.000 CUYD| 4.00000 5672.00| 5.50000 7799.00| 5.00000 7090.00 Unclassified Excavation | | | 0030 502A000 32915.000 LB | 0.65000 21394.75| 0.85000 27977.75| 1.00000 32915.00 Steel Reinforcement | | | 0040 502B000 LUMP| 55000.00000 55000.00| 70000.00000 70000.00| 84150.00000 84150.00 Steel Reinforcement For Bridge | | | Superstructure, 14+30.00, APPROX 84, | | | 150 LBS. | | | 0050 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) | | | 0060 505A036 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0080 505B106 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 14x73) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0090 505M002 738.000 LF | 26.00000 19188.00| 25.00000 18450.00| 25.85000 19077.30 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0100 505M004 1277.000 LF | 32.00000 40864.00| 32.00000 40864.00| 31.95000 40800.15 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0110 508A000 13240.000 LB | 3.00000 39720.00| 2.35000 31114.00| 3.00000 39720.00 Structural Steel | | | 0120 510A000 239.000 CUYD| 275.00000 65725.00| 395.00000 94405.00| 475.00000 113525.00 Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 149000.00000 149000.00| 165000.00000 165000.00| 154775.00000 154775.00 Bridge Concrete Superstructure, Station | | | 14+30.00, Approx 326 Cubic Yards | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20050325016 COUNTIES : AUTAUGA LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 14008 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 510E000 953.000 SQYD| 2.75000 2620.75| 3.00000 2859.00| 2.62000 2496.86 Grooving Concrete Bridge Decks | | | 0150 511A050 72.000 EACH| 300.00000 21600.00| 65.00000 4680.00| 100.00000 7200.00 Elastomeric Bearing Type 2 (Mark B1) | | | 0160 513B003 1397.000 LF | 70.00000 97790.00| 81.00000 113157.00| 70.00000 97790.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0170 600A000 LUMP| 70000.00000 70000.00| 75000.00000 75000.00| 96897.91000 96897.91 Mobilization | | | 0180 610C001 1920.000 TON | 20.00000 38400.00| 27.00000 51840.00| 23.40000 44928.00 Loose Riprap, Class 2 | | | 0190 610D000 1562.000 SQYD| 2.25000 3514.50| 3.25000 5076.50| 2.50000 3905.00 Filter Blanket | | | 0200 630C003 4.000 EACH| 1350.00000 5400.00| 1500.00000 6000.00| 1350.00000 5400.00 Guardrail End Anchor, Type 13 | | | 0210 630C050 4.000 EACH| 1875.00000 7500.00| 2000.00000 8000.00| 1875.00000 7500.00 Guardrail End Anchor, Type 20 Series | | | 0220 665F000 107.000 EACH| 5.00000 535.00| 18.00000 1926.00| 7.75000 829.25 Hay Bales | | | 0230 665J000 1064.000 LF | 4.00000 4256.00| 4.25000 4522.00| 3.50000 3724.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 10000.00000 10000.00| 8500.00000 8500.00| 1870.00000 1870.00 Engineering Controls | | | 0250 740B000 157.000 SQFT| 9.00000 1413.00| 15.00000 2355.00| 7.25000 1138.25 Construction Signs | | | 0260 740F002 8.000 EACH| 200.00000 1600.00| 275.00000 2200.00| 165.00000 1320.00 Barricades, Type III | | | 0270 740I005 4.000 EACH| 325.00000 1300.00| 200.00000 800.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 715,493.00| $ 780,525.25| $ 811,051.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 715,493.00| $ 780,525.25| $ 811,051.72 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20050325016 COUNTIES : AUTAUGA LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 13036 |( ) |MCINNIS, LLC |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 50000.00000 50000.00| 25000.00000 25000.00| Removal Of Old Bridge, Station 15+11.18 | | | 0020 210A000 1418.000 CUYD| 5.00000 7090.00| 8.00000 11344.00| Unclassified Excavation | | | 0030 502A000 32915.000 LB | 0.90000 29623.50| 0.80000 26332.00| Steel Reinforcement | | | 0040 502B000 LUMP| 80000.00000 80000.00| 75000.00000 75000.00| Steel Reinforcement For Bridge | | | Superstructure, 14+30.00, APPROX 84, | | | 150 LBS. | | | 0050 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505A036 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0080 505B106 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Static Loading Tests (HP 14x73) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0090 505M002 738.000 LF | 25.00000 18450.00| 40.00000 29520.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0100 505M004 1277.000 LF | 30.00000 38310.00| 55.00000 70235.00| Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0110 508A000 13240.000 LB | 4.25000 56270.00| 2.50000 33100.00| Structural Steel | | | 0120 510A000 239.000 CUYD| 475.00000 113525.00| 650.00000 155350.00| Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 170000.00000 170000.00| 226000.00000 226000.00| Bridge Concrete Superstructure, Station | | | 14+30.00, Approx 326 Cubic Yards | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20050325016 COUNTIES : AUTAUGA LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 13036 |( ) |MCINNIS, LLC |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 510E000 953.000 SQYD| 5.00000 4765.00| 3.00000 2859.00| Grooving Concrete Bridge Decks | | | 0150 511A050 72.000 EACH| 100.00000 7200.00| 150.00000 10800.00| Elastomeric Bearing Type 2 (Mark B1) | | | 0160 513B003 1397.000 LF | 70.00000 97790.00| 75.00000 104775.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0170 600A000 LUMP| 60700.00000 60700.00| 120000.00000 120000.00| Mobilization | | | 0180 610C001 1920.000 TON | 20.00000 38400.00| 25.00000 48000.00| Loose Riprap, Class 2 | | | 0190 610D000 1562.000 SQYD| 3.00000 4686.00| 2.00000 3124.00| Filter Blanket | | | 0200 630C003 4.000 EACH| 1350.00000 5400.00| 1350.00000 5400.00| Guardrail End Anchor, Type 13 | | | 0210 630C050 4.000 EACH| 1875.00000 7500.00| 7500.00000 30000.00| Guardrail End Anchor, Type 20 Series | | | 0220 665F000 107.000 EACH| 8.00000 856.00| 6.25000 668.75| Hay Bales | | | 0230 665J000 1064.000 LF | 6.50000 6916.00| 2.60000 2766.40| Silt Fence, Type A | | | 0240 680A000 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| Engineering Controls | | | 0250 740B000 157.000 SQFT| 8.00000 1256.00| 7.25000 1138.25| Construction Signs | | | 0260 740F002 8.000 EACH| 200.00000 1600.00| 165.00000 1320.00| Barricades, Type III | | | 0270 740I005 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 844,337.50| $ 1,021,732.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 844,337.50| $ 1,021,732.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20050325017 COUNTIES : CLAY LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1423(201) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#30 at White Oak Creek southeast of Lineville. Length 0.246 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 467,760.86 100.0000% 2 23044 WARE CONSTRUCTION CO., INC. $ 499,726.65 106.8338% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20050325017 COUNTIES : CLAY LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 23044 |( ) |H & L CONSTRUCTION, INC. |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 201A002 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 3000.00 Per Acre) | | | (Approximately 1 | | | 0020 206A000 LUMP| 8000.00000 8000.00| 25000.00000 25000.00| Removal Of Old Bridge, Station 17+10 | | | 0030 210A000 2386.000 CUYD| 7.00000 16702.00| 6.75000 16105.50| Unclassified Excavation | | | 0040 214A000 1473.000 CUYD| 10.00000 14730.00| 20.00000 29460.00| Structure Excavation | | | 0050 214B001 262.000 CUYD| 40.00000 10480.00| 35.00000 9170.00| Foundation Backfill, Commercial | | | 0060 230A000 13.000 RBST| 775.00000 10075.00| 742.00000 9646.00| Roadbed Processing | | | 0070 301A012 6944.000 SQYD| 6.75000 46872.00| 6.35000 44094.40| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 2917.000 SQYD| 2.00000 5834.00| 3.00000 8751.00| Bituminous Treatment A | | | 0090 502A000 112445.000 LB | 0.75000 84333.75| 0.90000 101200.50| Steel Reinforcement | | | 0100 524A010 339.000 CUYD| 499.99000 169496.61| 410.00000 138990.00| Culvert Concrete | | | 0110 600A000 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| Mobilization | | | 0120 610C002 186.000 TON | 35.00000 6510.00| 45.00000 8370.00| Loose Riprap, Class 3 | | | 0130 610D000 180.000 SQYD| 4.00000 720.00| 10.00000 1800.00| Filter Blanket | | | 0140 630A001 725.000 LF | 21.50000 15587.50| 19.85000 14391.25| Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C070 4.000 EACH| 1800.00000 7200.00| 1700.00000 6800.00| Guardrail End Anchor, Type 10 Series | | | 0160 665F000 100.000 EACH| 25.00000 2500.00| 5.00000 500.00| Hay Bales | | | 0170 665J000 3000.000 LF | 8.50000 25500.00| 8.00000 24000.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20050325017 COUNTIES : CLAY LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 23044 |( ) |H & L CONSTRUCTION, INC. |WARE CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 665O001 350.000 LF | 2.00000 700.00| 6.00000 2100.00| Silt Fence Removal | | | 0190 680A000 LUMP| 3500.00000 3500.00| 15000.00000 15000.00| Engineering Controls | | | 0200 740B000 182.000 SQFT| 10.00000 1820.00| 14.00000 2548.00| Construction Signs | | | 0210 740F002 8.000 EACH| 350.00000 2800.00| 275.00000 2200.00| Barricades, Type III | | | 0220 740I005 4.000 EACH| 350.00000 1400.00| 400.00000 1600.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 467,760.86| $ 499,726.65| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 467,760.86| $ 499,726.65| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20050325018 COUNTIES : CRENSHAW LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 CONTRACT TIME : 250 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-BR-2114(202) for constructing the Bridge Replacement and Approaches on C.R.#59 at Patsaliga Creek northeast of Luverne. Length 0.250 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 1,181,932.45 100.0000% 2 14008 NEWELL & BUSH, INC. $ 1,302,572.75 110.2070% 3 13021 MURPHREE BRIDGE CORPORATION $ 1,390,054.20 117.6086% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20050325018 COUNTIES : CRENSHAW LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 14008 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |NEWELL & BUSH, 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 201A002 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 9000.00000 9000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 3000 per Acre) (Approx. | | | 3 Acres) | | | 0020 206A000 LUMP| 30000.00000 30000.00| 50000.00000 50000.00| 51330.00000 51330.00 Removal Of Old Bridge, Station 796+78.1 | | | 0030 210A000 747.000 CUYD| 4.00000 2988.00| 4.00000 2988.00| 6.00000 4482.00 Unclassified Excavation | | | 0040 210D012 12675.000 CUYD| 5.00000 63375.00| 8.25000 104568.75| 5.75000 72881.25 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0050 230A000 9.000 RBST| 320.00000 2880.00| 325.00000 2925.00| 300.00000 2700.00 Roadbed Processing | | | 0060 301A162 3211.000 SQYD| 7.25000 23279.75| 4.50000 14449.50| 4.00000 12844.00 Soil Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0070 401A000 2172.000 SQYD| 0.60000 1303.20| 3.00000 6516.00| 0.60000 1303.20 Bituminous Treatment A | | | 0080 424A341 172.000 TON | 100.00000 17200.00| 120.00000 20640.00| 100.00000 17200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0090 502A000 25376.000 LB | 1.00000 25376.00| 0.75000 19032.00| 1.00000 25376.00 Steel Reinforcement | | | 0100 502B000 LUMP| 111516.00000 111516.00| 82000.00000 82000.00| 111516.00000 111516.00 Steel Reinforcement For Bridge | | | Superstructure, Sta 796+32.00, | | | Approximately 111,516 Lbs | | | 0110 505M000 829.000 LF | 23.00000 19067.00| 22.00000 18238.00| 19.25000 15958.25 Steel Piling Furnished And Driven (HP | | | 10x42) | | | 0120 505M004 2372.000 LF | 33.00000 78276.00| 33.00000 78276.00| 28.50000 67602.00 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0130 508A000 17272.000 LB | 3.00000 51816.00| 2.25000 38862.00| 3.00000 51816.00 Structural Steel | | | 0140 510A000 237.000 CUYD| 400.00000 94800.00| 410.00000 97170.00| 615.00000 145755.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20050325018 COUNTIES : CRENSHAW LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 14008 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 510C051 LUMP| 183175.00000 183175.00| 210000.00000 210000.00| 265065.00000 265065.00 Bridge Concrete Superstructure, Sta | | | 796+32.00, Approx 431 Cu Yds | | | 0160 510E000 1280.000 SQYD| 1.98000 2534.40| 2.20000 2816.00| 1.98000 2534.40 Grooving Concrete Bridge Decks | | | 0170 511A050 96.000 EACH| 75.00000 7200.00| 44.00000 4224.00| 100.00000 9600.00 Elastomeric Bearing Type 2 (Mark B1) | | | 0180 513B003 1881.000 LF | 100.00000 188100.00| 82.50000 155182.50| 70.00000 131670.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0190 600A000 LUMP| 25000.00000 25000.00| 125000.00000 125000.00| 167014.50000 167014.50 Mobilization | | | 0200 610C001 4826.000 TON | 30.00000 144780.00| 33.00000 159258.00| 28.00000 135128.00 Loose Riprap, Class 2 | | | 0210 610D003 4222.000 SQYD| 2.50000 10555.00| 3.25000 13721.50| 2.50000 10555.00 Filter Blanket, Geotextile | | | 0220 630A001 1175.000 LF | 16.10000 18917.50| 18.50000 21737.50| 15.50000 18212.50 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C003 4.000 EACH| 1175.00000 4700.00| 1500.00000 6000.00| 1300.00000 5200.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1800.00000 7200.00| 2100.00000 8400.00| 1925.00000 7700.00 Guardrail End Anchor, Type 20 Series | | | 0250 650A000 300.000 CUYD| 20.45000 6135.00| 8.00000 2400.00| 5.00000 1500.00 Topsoil | | | 0260 652A100 2.000 ACRE| 650.00000 1300.00| 750.00000 1500.00| 650.00000 1300.00 Seeding | | | 0270 656A010 3.000 ACRE| 650.00000 1950.00| 750.00000 2250.00| 650.00000 1950.00 Mulching | | | 0280 659A001 3654.000 SQYD| 0.90000 3288.60| 2.00000 7308.00| 0.90000 3288.60 Erosion Control Netting, Class B | | | 0290 665A000 1.000 ACRE| 450.00000 450.00| 500.00000 500.00| 450.00000 450.00 Temporary Seeding | | | 0300 665B000 1.000 ACRE| 450.00000 450.00| 350.00000 350.00| 450.00000 450.00 Temporary Mulching | | | 0310 665F000 50.000 EACH| 3.00000 150.00| 5.00000 250.00| 6.50000 325.00 Hay Bales | | | 0320 665J000 2700.000 LF | 4.00000 10800.00| 4.50000 12150.00| 3.25000 8775.00 Silt Fence, Type A | | | 0330 665L000 200.000 LF | 7.00000 1400.00| 15.00000 3000.00| 8.50000 1700.00 Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20050325018 COUNTIES : CRENSHAW LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 14008 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 665O001 2700.000 LF | 3.50000 9450.00| 0.35000 945.00| 0.50000 1350.00 Silt Fence Removal | | | 0350 680A000 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 17365.00000 17365.00 Engineering Controls | | | 0360 701A031 1.000 MILE| 2000.00000 2000.00| 2150.00000 2150.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0370 701A035 1.000 MILE| 2500.00000 2500.00| 2750.00000 2750.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0380 701C001 1.000 MILE| 1000.00000 1000.00| 1100.00000 1100.00| 1000.00000 1000.00 Solid Temporary Traffic Stripe | | | 0390 740B000 141.000 SQFT| 20.00000 2820.00| 15.00000 2115.00| 7.50000 1057.50 Construction Signs | | | 0400 740F002 8.000 EACH| 500.00000 4000.00| 250.00000 2000.00| 175.00000 1400.00 Barricades, Type III | | | 0410 740I005 4.000 EACH| 800.00000 3200.00| 200.00000 800.00| 300.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,181,932.45| $ 1,302,572.75| $ 1,390,054.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,181,932.45| $ 1,302,572.75| $ 1,390,054.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20050325019 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 CONTRACT TIME : 340 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-BRZ-2000(208) for constructing the Bridge Replacements (2) and Approaches on C.R.#59 at Patsaliga Creek and Relief south of the Butler County line. Length 0.359 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 2,442,429.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 2,706,283.89 110.8030% 3 13099 MCINNIS, LLC $ 2,950,739.25 120.8117% 4 13036 THE MORRIS GROUP, INC. $ 2,987,790.00 122.3286% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20050325019 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 13099 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 12000.00000 12000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 3000 per Acre) | | | (Approximately 4 Acres) | | | 0020 206A000 LUMP| 40000.00000 40000.00| 5000.00000 5000.00| 60000.00000 60000.00 Removal Of Old Bridge, Station 35+56.52 | | | 0030 206A001 LUMP| 30000.00000 30000.00| 150000.00000 150000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 32+20.00 | | | 0040 210A000 136.000 CUYD| 5.00000 680.00| 25.00000 3400.00| 10.00000 1360.00 Unclassified Excavation | | | 0050 210D012 42569.000 CUYD| 6.00000 255414.00| 5.00000 212845.00| 5.25000 223487.25 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0060 230A000 14.000 RBST| 165.00000 2310.00| 300.00000 4200.00| 275.00000 3850.00 Roadbed Processing | | | 0070 301A072 4100.000 SQYD| 4.00000 16400.00| 4.00000 16400.00| 2.50000 10250.00 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0080 430B043 474.000 TON | 30.00000 14220.00| 28.00000 13272.00| 30.00000 14220.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 502A000 160460.000 LB | 0.72000 115531.20| 1.00000 160460.00| 1.00000 160460.00 Steel Reinforcement | | | 0100 502B000 LUMP| 75000.00000 75000.00| 110202.00000 110202.00| 110000.00000 110000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta 35+80.00, Approx | | | 110202 Lbs | | | 0110 502B001 LUMP| 30000.00000 30000.00| 23971.00000 23971.00| 24000.00000 24000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta 31+80.00 Approx | | | 23971 Lbs | | | 0120 506A001 177.000 LF | 410.00000 72570.00| 400.00000 70800.00| 440.00000 77880.00 Drilled Shaft Excavation, 6'-0" Diamete | | | 0130 506A005 122.000 LF | 375.00000 45750.00| 350.00000 42700.00| 385.00000 46970.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0140 506A006 58.000 LF | 410.00000 23780.00| 400.00000 23200.00| 440.00000 25520.00 Drilled Shaft Excavation, 5'-6" Diamete | | | 0150 506A008 179.000 LF | 375.00000 67125.00| 350.00000 62650.00| 385.00000 68915.00 Drilled Shaft Excavation, 4'-0" Diamete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20050325019 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 13099 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 506B002 46.000 LF | 375.00000 17250.00| 350.00000 16100.00| 385.00000 17710.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0170 506B003 127.000 LF | 400.00000 50800.00| 350.00000 44450.00| 385.00000 48895.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0180 506B006 134.000 LF | 410.00000 54940.00| 400.00000 53600.00| 440.00000 58960.00 Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0190 506B007 105.000 LF | 410.00000 43050.00| 400.00000 42000.00| 440.00000 46200.00 Special Drilled Shaft Excavation, 6'-0" | | | Diameter | | | 0200 506C041 168.000 LF | 75.00000 12600.00| 70.00000 11760.00| 77.00000 12936.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0210 506C042 236.000 LF | 90.00000 21240.00| 80.00000 18880.00| 88.00000 20768.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0220 506C045 192.000 LF | 130.00000 24960.00| 120.00000 23040.00| 132.00000 25344.00 Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0230 506C046 282.000 LF | 150.00000 42300.00| 140.00000 39480.00| 154.00000 43428.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS1 Concrete | | | 0240 506F002 24.000 LF | 320.00000 7680.00| 300.00000 7200.00| 330.00000 7920.00 Permanent Drilled Shaft Casing, 6'-0" | | | Diameter | | | 0250 506F008 4.000 LF | 300.00000 1200.00| 300.00000 1200.00| 330.00000 1320.00 Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0260 506F009 16.000 LF | 320.00000 5120.00| 275.00000 4400.00| 300.00000 4800.00 Permanent Drilled Shaft Casing, 5'-6" | | | Diameter | | | 0270 506G001 4.000 EACH| 2400.00000 9600.00| 2300.00000 9200.00| 2530.00000 10120.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0280 506G002 6.000 EACH| 2400.00000 14400.00| 2300.00000 13800.00| 2530.00000 15180.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0290 506G005 4.000 EACH| 2400.00000 9600.00| 2300.00000 9200.00| 2530.00000 10120.00 Crosshole Sonic Logging, 5'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20050325019 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 13099 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 506G006 6.000 EACH| 2400.00000 14400.00| 2300.00000 13800.00| 2530.00000 15180.00 Crosshole Sonic Logging, 6'-0" Diameter | | | 0310 508A000 9693.000 LB | 2.20000 21324.60| 3.50000 33925.50| 4.50000 43618.50 Structural Steel | | | 0320 510A000 230.000 CUYD| 390.00000 89700.00| 570.00000 131100.00| 500.00000 115000.00 Bridge Substructure Concrete, Class A | | | 0330 510C051 LUMP| 175000.00000 175000.00| 238260.00000 238260.00| 297000.00000 297000.00 Bridge Concrete Superstructure, 35+80. | | | 00, Approx 418 Cu Yds | | | 0340 510C052 LUMP| 80000.00000 80000.00| 51870.00000 51870.00| 95000.00000 95000.00 Bridge Concrete Superstructure, Sta | | | 31+80.00, Approx 91 Cu Yds | | | 0350 510E000 1592.000 SQYD| 2.35000 3741.20| 1.98000 3152.16| 5.00000 7960.00 Grooving Concrete Bridge Decks | | | 0360 511A050 40.000 EACH| 100.00000 4000.00| 100.00000 4000.00| 200.00000 8000.00 Elastomeric Bearing Type 2 (Mark B1) | | | 0370 511A053 32.000 EACH| 120.00000 3840.00| 130.00000 4160.00| 300.00000 9600.00 Elastomeric Bearing Type 2 (Mark B4) | | | 0380 513B003 700.000 LF | 65.00000 45500.00| 73.00000 51100.00| 65.00000 45500.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0390 513B015 1589.000 LF | 120.00000 190680.00| 150.00000 238350.00| 125.00000 198625.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0400 600A000 LUMP| 210000.00000 210000.00| 324333.73000 324333.73| 300000.00000 300000.00 Mobilization | | | 0410 610C001 10052.000 TON | 33.00000 331716.00| 28.00000 281456.00| 33.75000 339255.00 Loose Riprap, Class 2 | | | 0420 610D003 10755.000 SQYD| 2.00000 21510.00| 2.50000 26887.50| 2.50000 26887.50 Filter Blanket, Geotextile | | | 0430 630A001 1904.000 LF | 17.25000 32844.00| 16.00000 30464.00| 16.50000 31416.00 Steel Beam Guardrail, Class A, Type 2 | | | 0440 630C003 8.000 EACH| 1200.00000 9600.00| 1150.00000 9200.00| 1300.00000 10400.00 Guardrail End Anchor, Type 13 | | | 0450 630C050 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| 1925.00000 7700.00 Guardrail End Anchor, Type 20 Series | | | 0460 650A000 1208.000 CUYD| 7.25000 8758.00| 5.00000 6040.00| 8.00000 9664.00 Topsoil | | | 0470 652A100 4.000 ACRE| 525.00000 2100.00| 500.00000 2000.00| 500.00000 2000.00 Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 019 -5 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20050325019 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13021 |( 3 ) 13099 |NEWELL & BUSH, INC. |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 656A010 4.000 ACRE| 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00 Mulching | | | 0490 665F000 120.000 EACH| 20.00000 2400.00| 7.00000 840.00| 7.00000 840.00 Hay Bales | | | 0500 665J000 3260.000 LF | 6.00000 19560.00| 3.00000 9780.00| 3.00000 9780.00 Silt Fence, Type A | | | 0510 665O001 3260.000 LF | 1.00000 3260.00| 0.50000 1630.00| 1.00000 3260.00 Silt Fence Removal | | | 0520 680A000 LUMP| 40000.00000 40000.00| 22000.00000 22000.00| 185000.00000 185000.00 Engineering Controls | | | 0530 740B000 174.000 SQFT| 12.50000 2175.00| 7.50000 1305.00| 10.00000 1740.00 Construction Signs | | | 0540 740F002 14.000 EACH| 250.00000 3500.00| 180.00000 2520.00| 300.00000 4200.00 Barricades, Type III | | | 0550 740I005 7.000 EACH| 300.00000 2100.00| 500.00000 3500.00| 500.00000 3500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 2,442,429.00| $ 2,706,283.89| $ 2,950,739.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,442,429.00| $ 2,706,283.89| $ 2,950,739.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 019 -6 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20050325019 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13036 |( ) |( ) |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 201A002 LUMP| 12000.00000 12000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 3000 per Acre) | | | (Approximately 4 Acres) | | | 0020 206A000 LUMP| 85000.00000 85000.00| | Removal Of Old Bridge, Station 35+56.52 | | | 0030 206A001 LUMP| 1200.00000 1200.00| | Removal Of Old Bridge, Station 32+20.00 | | | 0040 210A000 136.000 CUYD| 25.00000 3400.00| | Unclassified Excavation | | | 0050 210D012 42569.000 CUYD| 5.00000 212845.00| | Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0060 230A000 14.000 RBST| 300.00000 4200.00| | Roadbed Processing | | | 0070 301A072 4100.000 SQYD| 4.00000 16400.00| | Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0080 430B043 474.000 TON | 28.00000 13272.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 502A000 160460.000 LB | 0.95000 152437.00| | Steel Reinforcement | | | 0100 502B000 LUMP| 104750.00000 104750.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta 35+80.00, Approx | | | 110202 Lbs | | | 0110 502B001 LUMP| 22790.00000 22790.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta 31+80.00 Approx | | | 23971 Lbs | | | 0120 506A001 177.000 LF | 420.00000 74340.00| | Drilled Shaft Excavation, 6'-0" Diamete | | | 0130 506A005 122.000 LF | 368.00000 44896.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | 0140 506A006 58.000 LF | 420.00000 24360.00| | Drilled Shaft Excavation, 5'-6" Diamete | | | 0150 506A008 179.000 LF | 368.00000 65872.00| | Drilled Shaft Excavation, 4'-0" Diamete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 019 -7 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20050325019 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 506B002 46.000 LF | 368.00000 16928.00| | Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0170 506B003 127.000 LF | 368.00000 46736.00| | Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0180 506B006 134.000 LF | 420.00000 56280.00| | Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0190 506B007 105.000 LF | 420.00000 44100.00| | Special Drilled Shaft Excavation, 6'-0" | | | Diameter | | | 0200 506C041 168.000 LF | 74.00000 12432.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0210 506C042 236.000 LF | 84.00000 19824.00| | Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0220 506C045 192.000 LF | 126.00000 24192.00| | Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0230 506C046 282.000 LF | 147.00000 41454.00| | Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS1 Concrete | | | 0240 506F002 24.000 LF | 400.00000 9600.00| | Permanent Drilled Shaft Casing, 6'-0" | | | Diameter | | | 0250 506F008 4.000 LF | 315.00000 1260.00| | Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0260 506F009 16.000 LF | 289.00000 4624.00| | Permanent Drilled Shaft Casing, 5'-6" | | | Diameter | | | 0270 506G001 4.000 EACH| 2415.00000 9660.00| | Crosshole Sonic Logging, 3'-6" Diameter | | | 0280 506G002 6.000 EACH| 2415.00000 14490.00| | Crosshole Sonic Logging, 4'-0" Diameter | | | 0290 506G005 4.000 EACH| 2415.00000 9660.00| | Crosshole Sonic Logging, 5'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 019 -8 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20050325019 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 506G006 6.000 EACH| 2415.00000 14490.00| | Crosshole Sonic Logging, 6'-0" Diameter | | | 0310 508A000 9693.000 LB | 2.50000 24232.50| | Structural Steel | | | 0320 510A000 230.000 CUYD| 650.00000 149500.00| | Bridge Substructure Concrete, Class A | | | 0330 510C051 LUMP| 305000.00000 305000.00| | Bridge Concrete Superstructure, 35+80. | | | 00, Approx 418 Cu Yds | | | 0340 510C052 LUMP| 77500.00000 77500.00| | Bridge Concrete Superstructure, Sta | | | 31+80.00, Approx 91 Cu Yds | | | 0350 510E000 1592.000 SQYD| 3.00000 4776.00| | Grooving Concrete Bridge Decks | | | 0360 511A050 40.000 EACH| 100.00000 4000.00| | Elastomeric Bearing Type 2 (Mark B1) | | | 0370 511A053 32.000 EACH| 160.00000 5120.00| | Elastomeric Bearing Type 2 (Mark B4) | | | 0380 513B003 700.000 LF | 80.00000 56000.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0390 513B015 1589.000 LF | 175.00000 278075.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0400 600A000 LUMP| 483500.00000 483500.00| | Mobilization | | | 0410 610C001 10052.000 TON | 28.00000 281456.00| | Loose Riprap, Class 2 | | | 0420 610D003 10755.000 SQYD| 2.50000 26887.50| | Filter Blanket, Geotextile | | | 0430 630A001 1904.000 LF | 16.00000 30464.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0440 630C003 8.000 EACH| 1150.00000 9200.00| | Guardrail End Anchor, Type 13 | | | 0450 630C050 4.000 EACH| 1800.00000 7200.00| | Guardrail End Anchor, Type 20 Series | | | 0460 650A000 1208.000 CUYD| 5.00000 6040.00| | Topsoil | | | 0470 652A100 4.000 ACRE| 475.00000 1900.00| | Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 019 -9 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20050325019 COUNTIES : COVINGTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 656A010 4.000 ACRE| 475.00000 1900.00| | Mulching | | | 0490 665F000 120.000 EACH| 6.50000 780.00| | Hay Bales | | | 0500 665J000 3260.000 LF | 3.00000 9780.00| | Silt Fence, Type A | | | 0510 665O001 3260.000 LF | 1.00000 3260.00| | Silt Fence Removal | | | 0520 680A000 LUMP| 50000.00000 50000.00| | Engineering Controls | | | 0530 740B000 174.000 SQFT| 8.00000 1392.00| | Construction Signs | | | 0540 740F002 14.000 EACH| 185.00000 2590.00| | Barricades, Type III | | | 0550 740I005 7.000 EACH| 535.00000 3745.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 2,987,790.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,987,790.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20050325022 COUNTIES : LOWNDES LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPNU-STPOA-CN05(208) for constructing the Resurfacing and Traffic Stripe on various county roads as indicated on the plans. Length 41.451 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 2,489,399.50 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 2,798,938.35 112.4343% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20050325022 COUNTIES : LOWNDES LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( ) |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 572.000 LF | 2.50000 1430.00| 2.50000 1430.00| Removing Guardrail | | | 0020 210D001 24320.000 CUYD| 1.00000 24320.00| 12.75000 310080.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 405A000 30490.000 GAL | 1.00000 30490.00| 0.80000 24392.00| Tack Coat | | | 0040 408A051 660.000 SQYD| 6.00000 3960.00| 5.50000 3630.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 408A052 450.000 SQYD| 8.00000 3600.00| 6.00000 2700.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A340 19470.000 TON | 38.40000 747648.00| 41.30000 804111.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424A344 800.000 TON | 85.00000 68000.00| 55.00000 44000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424A346 10142.000 TON | 39.30000 398580.60| 43.30000 439148.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424A360 11290.000 TON | 39.70000 448213.00| 41.30000 466277.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A364 500.000 TON | 65.00000 32500.00| 55.00000 27500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424A366 5570.000 TON | 41.12000 229038.40| 43.30000 241181.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20050325022 COUNTIES : LOWNDES LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( ) |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 215790.00000 215790.00| 155200.00000 155200.00| Mobilization | | | 0130 630A004 572.000 LF | 27.00000 15444.00| 27.00000 15444.00| Steel Beam Guardrail, Class B, Type 2 | | | 0140 630C022 8.000 EACH| 1450.00000 11600.00| 1450.00000 11600.00| Guardrail End Anchor, Type Special | | | 0150 630C070 8.000 EACH| 1925.00000 15400.00| 1925.00000 15400.00| Guardrail End Anchor, Type 10 Series | | | 0160 665F000 400.000 EACH| 10.00000 4000.00| 7.00000 2800.00| Hay Bales | | | 0170 665J000 700.000 LF | 3.50000 2450.00| 5.00000 3500.00| Silt Fence, Type A | | | 0180 665O001 700.000 LF | 0.15000 105.00| 1.00000 700.00| Silt Fence Removal | | | 0190 701A030 84.000 MILE| 810.00000 68040.00| 810.00000 68040.00| Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0200 701A034 42.000 MILE| 810.00000 34020.00| 810.00000 34020.00| Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0210 701A044 27.000 MILE| 325.00000 8775.00| 325.00000 8775.00| Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0220 701C000 54.000 MILE| 520.00000 28080.00| 520.00000 28080.00| Broken Temporary Traffic Stripe | | | 0230 701C001 84.000 MILE| 620.00000 52080.00| 620.00000 52080.00| Solid Temporary Traffic Stripe | | | 0240 703A004 1140.000 SQFT| 3.50000 3990.00| 3.50000 3990.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0250 703B004 69.000 SQFT| 5.00000 345.00| 5.00000 345.00| Traffic Control Legends, Class 2T, Type | | | A | | | 0260 705A032 950.000 EACH| 5.25000 4987.50| 5.25000 4987.50| Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 2740.000 EACH| 5.25000 14385.00| 5.25000 14385.00| Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 911.000 SQFT| 8.00000 7288.00| 9.75000 8882.25| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20050325022 COUNTIES : LOWNDES LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( ) |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 740E000 120.000 EACH| 4.00000 480.00| 14.25000 1710.00| Cones (36 Inches High) | | | 0300 740M001 120.000 EACH| 3.00000 360.00| 5.00000 600.00| Ballast For Cone | | | 0310 740O000 2.000 EACH| 7000.00000 14000.00| 1975.00000 3950.00| Pilot Car | | | SECTION TOTALS | $ 2,489,399.50| $ 2,798,938.35| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,489,399.50| $ 2,798,938.35| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20050325023 COUNTIES : BLOUNT LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 CONTRACT TIME : 350 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-0053(511) for constructing the Bridge Replacement and Approaches on S.R.#53 (U.S.#231) over Calvert Prong of the Little Warrior River in Rosa. Length 0.510 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,325,480.96 100.0000% 2 13036 THE MORRIS GROUP, INC. $ 2,730,489.86 117.4161% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20050325023 COUNTIES : BLOUNT LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( ) |ALABAMA BRIDGE BUILDERS, IN |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 201A002 LUMP| 9000.00000 9000.00| 6500.00000 6500.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 3000.00 Per Acre) | | | (Approximately 3 | | | 0020 206A000 LUMP| 60000.00000 60000.00| 85000.00000 85000.00| Removal Of Old Bridge, Station 56+07.9 | | | 0030 206D000 70.000 LF | 6.00000 420.00| 2.40000 168.00| Removing Pipe | | | 0040 206E000 4.000 EACH| 350.00000 1400.00| 75.00000 300.00| Removing Headwalls | | | 0050 206E001 1.000 EACH| 350.00000 350.00| 75.00000 75.00| Removing Inlets | | | 0060 210A000 16911.000 CUYD| 5.00000 84555.00| 5.70000 96392.70| Unclassified Excavation | | | 0070 210D000 15145.000 CUYD| 4.00000 60580.00| 6.20000 93899.00| Borrow Excavation | | | 0080 214A000 96.000 CUYD| 6.00000 576.00| 6.00000 576.00| Structure Excavation | | | 0090 214B001 111.000 CUYD| 25.00000 2775.00| 22.00000 2442.00| Foundation Backfill, Commercial | | | 0100 230A000 13.000 RBST| 350.00000 4550.00| 514.00000 6682.00| Roadbed Processing | | | 0110 301A012 8967.000 SQYD| 4.70000 42144.90| 5.10000 45731.70| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 401A000 7555.000 SQYD| 1.07000 8083.85| 1.06000 8008.30| Bituminous Treatment A | | | 0130 405A000 854.000 GAL | 1.60000 1366.40| 1.60000 1366.40| Tack Coat | | | 0140 424A361 628.000 TON | 53.09000 33340.52| 52.90000 33221.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424B651 1853.000 TON | 41.39000 76695.67| 40.28000 74638.84| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20050325023 COUNTIES : BLOUNT LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( ) |ALABAMA BRIDGE BUILDERS, IN |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B681 964.000 TON | 41.39000 39899.96| 41.24000 39755.36| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B689 775.000 TON | 41.39000 32077.25| 41.24000 31961.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424C360 1072.000 TON | 41.39000 44370.08| 41.24000 44209.28| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0190 428C000 3734.000 LF | 0.22000 821.48| 0.22000 821.48| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0200 450B000 108.000 SQYD| 55.00000 5940.00| 50.00000 5400.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0210 502A000 72200.000 LB | 0.65000 46930.00| 0.70000 50540.00| Steel Reinforcement | | | 0220 502B000 LUMP| 65000.00000 65000.00| 85000.00000 85000.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 55+92 APPROX. | | | 103100 LBS | | | 0230 505I001 408.000 LF | 0.00000 0.00| 180.00000 73440.00| Temporary Steel Sheet Piling | | | 0240 506A000 26.000 LF | 320.00000 8320.00| 424.00000 11024.00| Drilled Shaft Excavation, 4'-6" Diamete | | | 0250 506A005 92.000 LF | 320.00000 29440.00| 371.00000 34132.00| Drilled Shaft Excavation, 3'-6" Diamete | | | 0260 506B002 48.000 LF | 745.00000 35760.00| 742.00000 35616.00| Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0270 506B004 54.000 LF | 850.00000 45900.00| 848.00000 45792.00| Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0280 506C021 138.000 LF | 55.00000 7590.00| 53.00000 7314.00| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS2 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20050325023 COUNTIES : BLOUNT LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( ) |ALABAMA BRIDGE BUILDERS, IN |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 506C023 80.000 LF | 55.00000 4400.00| 53.00000 4240.00| Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | 0300 506F001 26.000 LF | 280.00000 7280.00| 318.00000 8268.00| Permanent Drilled Shaft Casing, 4'-6" | | | Diameter (CONTENGENCY) | | | 0310 506G003 4.000 EACH| 1500.00000 6000.00| 2120.00000 8480.00| Crosshole Sonic Logging, 4'-6" Diameter | | | 0320 508A000 6315.000 LB | 3.15000 19892.25| 2.50000 15787.50| Structural Steel | | | 0330 510A000 210.000 CUYD| 300.00000 63000.00| 420.00000 88200.00| Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 200000.00000 200000.00| 250000.00000 250000.00| Bridge Concrete Superstructure, STATION | | | 55+92 APPROX. 465 CU. YDS. | | | 0350 510E000 1326.000 SQYD| 2.00000 2652.00| 2.50000 3315.00| Grooving Concrete Bridge Decks | | | 0360 511A053 36.000 EACH| 200.00000 7200.00| 195.00000 7020.00| Elastomeric Bearing Type 2 (Mark B4) | | | 0370 513B015 1777.000 LF | 130.00000 231010.00| 125.00000 222125.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0380 530A002 100.000 LF | 31.00000 3100.00| 38.00000 3800.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0390 533A098 4.000 LF | 60.00000 240.00| 40.00000 160.00| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0400 533A099 62.000 LF | 65.00000 4030.00| 38.00000 2356.00| 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0410 535A001 168.000 LF | 25.00000 4200.00| 19.00000 3192.00| 18" Side Drain Pipe | | | 0420 600A000 LUMP| 256121.00000 256121.00| 348000.00000 348000.00| Mobilization | | | 0430 602A000 11.000 EACH| 150.00000 1650.00| 140.00000 1540.00| Right Of Way Markers | | | 0440 610C001 3769.000 TON | 16.00000 60304.00| 21.50000 81033.50| Loose Riprap, Class 2 | | | 0450 610D003 2543.000 SQYD| 2.00000 5086.00| 1.65000 4195.95| Filter Blanket, Geotextile | | | 0460 619A003 3.000 EACH| 650.00000 1950.00| 530.00000 1590.00| 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20050325023 COUNTIES : BLOUNT LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( ) |ALABAMA BRIDGE BUILDERS, IN |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 619A101 4.000 EACH| 500.00000 2000.00| 475.00000 1900.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0480 621A000 6.000 EACH| 1825.00000 10950.00| 2500.00000 15000.00| Junction Boxes, Type 1, 1P Or 5 | | | 0490 621C002 1.000 EACH| 1550.00000 1550.00| 2500.00000 2500.00| Inlets, Type C, P1 Or P3 | | | 0500 621C017 2.000 EACH| 2100.00000 4200.00| 3500.00000 7000.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0510 623B005 278.000 LF | 14.50000 4031.00| 15.00000 4170.00| Concrete Curb, Type E | | | 0520 630A001 450.000 LF | 15.20000 6840.00| 17.00000 7650.00| Steel Beam Guardrail, Class A, Type 2 | | | 0530 630A033 438.000 LF | 16.20000 7095.60| 18.50000 8103.00| Steel Beam Guardrail, Class A, Type 2 | | | (7'-0" Post) | | | 0540 630C003 4.000 EACH| 1600.00000 6400.00| 1200.00000 4800.00| Guardrail End Anchor, Type 13 | | | 0550 630C050 4.000 EACH| 1985.00000 7940.00| 1900.00000 7600.00| Guardrail End Anchor, Type 20 Series | | | 0560 630C070 2.000 EACH| 1800.00000 3600.00| 1600.00000 3200.00| Guardrail End Anchor, Type 10 Series | | | 0570 641A514 70.000 LF | 15.50000 1085.00| 28.00000 1960.00| 1 Inch Copper Water Service Line Laid | | | 0580 641A612 700.000 LF | 47.00000 32900.00| 64.30000 45010.00| 6 Inch Ductile Iron Water Main Laid | | | 0590 641A614 70.000 LF | 57.00000 3990.00| 65.50000 4585.00| 8 Inch Ductile Iron Water Main Laid | | | 0600 641C500 1720.000 LB | 6.00000 10320.00| 4.90000 8428.00| Ductile Iron Fittings | | | 0610 641E500 1.000 EACH| 1600.00000 1600.00| 3047.50000 3047.50| Fire Hydrant Reset | | | 0620 641I614 1.000 EACH| 6750.00000 6750.00| 5341.70000 5341.70| 8 Inch Pressure Reducer Valve | | | 0630 641J516 1.000 EACH| 1050.00000 1050.00| 580.20000 580.20| 6 Inch Gate Valve With Box | | | 0640 641J518 3.000 EACH| 1600.00000 4800.00| 859.90000 2579.70| 8 Inch Gate Valve With Box | | | 0650 641M512 8.000 EACH| 53.00000 424.00| 104.10000 832.80| 6 Inch Retainer Gland | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 023 -6 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20050325023 COUNTIES : BLOUNT LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( ) |ALABAMA BRIDGE BUILDERS, IN |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 641M514 3.000 EACH| 90.00000 270.00| 123.10000 369.30| 8 Inch Retainer Gland | | | 0670 641O586 1.000 EACH| 7100.00000 7100.00| 6917.80000 6917.80| 16 Inch x 6 Inch Tapping Valve And | | | Sleeve | | | 0680 641P520 3.000 EACH| 725.00000 2175.00| 409.40000 1228.20| 1 Inch Service Tap | | | 0690 645H540 1.000 EACH| 3300.00000 3300.00| 2102.80000 2102.80| 60 Inch Manhole | | | 0700 646A825 2600.000 LF | 74.00000 192400.00| 86.70000 225420.00| 6 Inch Steel Gas Main Laid | | | 0710 646D625 1.000 EACH| 2800.00000 2800.00| 531.80000 531.80| 2 Inch Steel Valve With Box | | | 0720 646D635 2.000 EACH| 6200.00000 12400.00| 1864.70000 3729.40| 6 Inch Steel Valve With Box | | | 0730 646E635 2.000 EACH| 29000.00000 58000.00| 10349.30000 20698.60| 6 Inch x 6 Inch Steel Hot Tap | | | 0740 649A535 120.000 LF | 255.00000 30600.00| 152.40000 18288.00| 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0750 649A620 100.000 LF | 245.00000 24500.00| 304.80000 30480.00| 6 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0760 649A635 230.000 LF | 260.00000 59800.00| 542.50000 124775.00| 12 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0770 650B000 2303.000 CUYD| 6.00000 13818.00| 4.90000 11284.70| Topsoil From Stockpiles | | | 0780 652A100 3.000 ACRE| 800.00000 2400.00| 477.00000 1431.00| Seeding | | | 0790 652C000 5.000 ACRE| 75.00000 375.00| 159.00000 795.00| Mowing | | | 0800 654A000 191.000 SQYD| 5.00000 955.00| 4.24000 809.84| Solid Sodding | | | 0810 656A010 3.000 ACRE| 700.00000 2100.00| 450.00000 1350.00| Mulching | | | 0820 659A000 1612.000 SQYD| 2.00000 3224.00| 1.19000 1918.28| Erosion Control Netting, Class A | | | 0830 659A001 2015.000 SQYD| 2.00000 4030.00| 1.19000 2397.85| Erosion Control Netting, Class B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 023 -7 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20050325023 COUNTIES : BLOUNT LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( ) |ALABAMA BRIDGE BUILDERS, IN |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 665A000 1.000 ACRE| 500.00000 500.00| 424.00000 424.00| Temporary Seeding | | | 0850 665B000 1.000 ACRE| 500.00000 500.00| 424.00000 424.00| Temporary Mulching | | | 0860 665F000 100.000 EACH| 6.00000 600.00| 6.63000 663.00| Hay Bales | | | 0870 665I000 570.000 TON | 20.00000 11400.00| 25.00000 14250.00| Temporary Riprap, Class 2 | | | 0880 665J000 8550.000 LF | 3.10000 26505.00| 2.75000 23512.50| Silt Fence, Type A | | | 0890 665L000 360.000 LF | 8.00000 2880.00| 12.72000 4579.20| Floating Basin Boom | | | 0900 665O001 8550.000 LF | 1.00000 8550.00| 0.64000 5472.00| Silt Fence Removal | | | 0910 665P001 2.000 EACH| 125.00000 250.00| 451.50000 903.00| Inlet Protection Device | | | 0920 665Q000 20.000 LF | 6.25000 125.00| 5.30000 106.00| 12 Inch Wattle | | | 0930 665Q001 460.000 LF | 7.00000 3220.00| 6.10000 2806.00| 20 Inch Wattle | | | 0940 672B000 50.000 LB | 35.00000 1750.00| 11.65000 582.50| Flocculant Powder | | | 0950 680A000 LUMP| 34500.00000 34500.00| 30000.00000 30000.00| Engineering Controls | | | 0960 701A028 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0970 701A048 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0980 701C001 4.000 MILE| 750.00000 3000.00| 750.00000 3000.00| Solid Temporary Traffic Stripe | | | 0990 701D008 2.000 MILE| 1750.00000 3500.00| 1750.00000 3500.00| Solid Traffic Stripe Removed (Plastic) | | | 1000 701E006 1200.000 LF | 1.50000 1800.00| 1.50000 1800.00| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1010 701G125 600.000 LF | 5.00000 3000.00| 5.00000 3000.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 023 -8 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20050325023 COUNTIES : BLOUNT LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( ) |ALABAMA BRIDGE BUILDERS, IN |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 701G133 600.000 LF | 5.00000 3000.00| 5.00000 3000.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1030 703A002 520.000 SQFT| 4.00000 2080.00| 4.00000 2080.00| Traffic Control Markings, Class 2, Type | | | A | | | 1040 703C001 80.000 SQFT| 3.00000 240.00| 3.00000 240.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1050 703D001 1650.000 SQFT| 1.50000 2475.00| 1.50000 2475.00| Temporary Traffic Control Markings | | | 1060 705A023 250.000 EACH| 6.00000 1500.00| 6.00000 1500.00| Pavement Markers, Class C, Type 2-D | | | 1070 705A037 94.000 EACH| 5.50000 517.00| 5.50000 517.00| Pavement Markers, Class A-H, Type 2-D | | | 1080 710A098 18.000 SQFT| 19.00000 342.00| 15.90000 286.20| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type I Background) | | | 1090 710A115 31.000 SQFT| 20.00000 620.00| 20.14000 624.34| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1100 710B001 98.000 LF | 9.00000 882.00| 5.83000 571.34| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1110 726A000 370.000 LF | 15.00000 5550.00| 32.00000 11840.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1120 726A001 20.000 LF | 25.00000 500.00| 35.00000 700.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 1130 726D020 2.000 EACH| 5000.00000 10000.00| 8000.00000 16000.00| Portable Impact Attenuator Assembly ( | | | Unidirectional, TL-2) | | | 1140 740B000 385.000 SQFT| 9.00000 3465.00| 7.95000 3060.75| Construction Signs | | | 1150 740D000 35.000 EACH| 65.00000 2275.00| 55.12000 1929.20| Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 023 -9 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20050325023 COUNTIES : BLOUNT LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( ) |ALABAMA BRIDGE BUILDERS, IN |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 740E000 35.000 EACH| 10.00000 350.00| 10.50000 367.50| Cones (36 Inches High) | | | 1170 740F002 8.000 EACH| 180.00000 1440.00| 190.80000 1526.40| Barricades, Type III | | | 1180 740I005 4.000 EACH| 465.00000 1860.00| 434.60000 1738.40| Warning Lights, Type B (Detachable Head | | | 1190 740L006 112.000 EACH| 78.00000 8736.00| 95.40000 10684.80| Vertical Panel, Type II (Double-Sided) | | | 1200 740M001 35.000 EACH| 7.00000 245.00| 6.63000 232.05| Ballast For Cone | | | 1210 741C010 1.000 EACH| 4350.00000 4350.00| 4770.00000 4770.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1220 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,325,480.96| $ 2,730,489.86| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,325,480.96| $ 2,730,489.86| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20050325027 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : CMAQ-7011(602) for constructing the Traffic Signal Improvements on S.R.#5 (U.S.#11) from West Town Plaza to Brewer Drive in Bessemer. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19060 STONE ELECTRIC COMPANY, INC. $ 638,391.95 100.0000% 2 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 679,752.10 106.4788% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20050325027 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( ) |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 30400.00000 30400.00| 33100.00000 33100.00| Mobilization | | | 0020 730A012 LUMP| 1600.00000 1600.00| 756.00000 756.00| Removal Of Existing Traffic Control | | | Unit (Partial)( US-11 at West Town | | | Plaza) | | | 0030 730A013 LUMP| 1200.00000 1200.00| 562.00000 562.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at West Lake | | | Drive) | | | 0040 730A014 LUMP| 1200.00000 1200.00| 562.00000 562.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at The Mall at | | | West Lake) | | | 0050 730A015 LUMP| 1200.00000 1200.00| 307.00000 307.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at 9th St) | | | 0060 730A016 LUMP| 1600.00000 1600.00| 665.00000 665.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at 14th St | | | (SR-150)) | | | 0070 730A017 LUMP| 1600.00000 1600.00| 511.00000 511.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at 15th St) | | | 0080 730A018 LUMP| 1600.00000 1600.00| 613.00000 613.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at 18th St) | | | 0090 730A019 LUMP| 1200.00000 1200.00| 400.00000 400.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at 19th St) | | | 0100 730A020 LUMP| 1200.00000 1200.00| 332.00000 332.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at 22nd St) | | | 0110 730A021 LUMP| 1200.00000 1200.00| 460.00000 460.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at 24th St) | | | 0120 730A022 LUMP| 1600.00000 1600.00| 410.00000 410.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at 26th St) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20050325027 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( ) |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 730A023 LUMP| 1200.00000 1200.00| 511.00000 511.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at 28th St) | | | 0140 730A024 LUMP| 1600.00000 1600.00| 544.00000 544.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at Harmon | | | St/Stratford St) | | | 0150 730A025 LUMP| 1600.00000 1600.00| 562.00000 562.00| Removal Of Existing Traffic Control | | | Unit (Partial) (US-11 at Brewer Drive) | | | 0160 730C000 LUMP| 3750.00000 3750.00| 3890.00000 3890.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at West Town Plaza) | | | 0170 730C001 LUMP| 4150.00000 4150.00| 515.00000 515.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at West Lake Drive) | | | 0180 730C002 LUMP| 3750.00000 3750.00| 881.00000 881.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at The Mall at West | | | Lake) | | | 0190 730C003 LUMP| 4150.00000 4150.00| 578.00000 578.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at 9th St) | | | 0200 730C004 LUMP| 4150.00000 4150.00| 2441.00000 2441.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at 14th St (SR-150))| | | 0210 730C005 LUMP| 3750.00000 3750.00| 2170.00000 2170.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at 15th St) | | | 0220 730C006 LUMP| 4150.00000 4150.00| 300.00000 300.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at 18th St) | | | 0230 730C007 LUMP| 4150.00000 4150.00| 262.00000 262.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at 19th St) | | | 0240 730C008 LUMP| 3750.00000 3750.00| 245.00000 245.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at 22nd St) | | | 0250 730C009 LUMP| 4150.00000 4150.00| 554.00000 554.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at 24th St) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20050325027 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( ) |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 730C010 LUMP| 3750.00000 3750.00| 200.00000 200.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at 26th St) | | | 0270 730C011 LUMP| 4150.00000 4150.00| 2820.00000 2820.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at 28th St) | | | 0280 730C012 LUMP| 3750.00000 3750.00| 700.00000 700.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at Harmon | | | St/Stratford St) | | | 0290 730C013 LUMP| 3750.00000 3750.00| 2650.00000 2650.00| Furnishing And Installing Traffic | | | Control Unit (US-11 at Brewer Drive) | | | 0300 730E000 7.000 EACH| 1140.85000 7985.95| 1430.00000 10010.00| Metal Traffic Signal Pole Foundation | | | 0310 730G001 7.000 EACH| 3230.00000 22610.00| 5067.55000 35472.85| Metal Traffic Signal Strain Pole | | | 0320 730H001 500.000 LF | 1.60000 800.00| 4.00000 2000.00| Loop Wire | | | 0330 730I001 4880.000 LF | 1.00000 4880.00| 1.00000 4880.00| Loop Detector Lead-In-Cable | | | 0340 730J010 113.000 EACH| 94.00000 10622.00| 155.00000 17515.00| Vehicle Loop Detector | | | 0350 730K000 9.000 EACH| 200.00000 1800.00| 300.00000 2700.00| Traffic Signal Junction Box | | | 0360 730L003 50.000 LF | 3.00000 150.00| 4.30000 215.00| 1", Non-Metallic, Conduit | | | 0370 730L005 820.000 LF | 4.30000 3526.00| 4.60000 3772.00| 2", Non-Metallic, Conduit | | | 0380 730N010 5.000 EACH| 1880.00000 9400.00| 400.00000 2000.00| Luminaire Extension Assembly, 12 ft | | | 0390 730P022 91.000 EACH| 620.00000 56420.00| 790.65000 71949.15| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0400 730P023 2.000 EACH| 940.00000 1880.00| 1177.00000 2354.00| Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 0410 730P024 15.000 EACH| 1040.00000 15600.00| 1288.00000 19320.00| Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 027 -5 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20050325027 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( ) |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 730R022 14.000 EACH| 7520.00000 105280.00| 9050.00000 126700.00| Controller Assembly, Type III, 8 Phase | | | 0430 730T000 2.000 EACH| 875.00000 1750.00| 420.00000 840.00| Wood Pole | | | 0440 734A014 22800.000 LF | 1.04000 23712.00| 1.25000 28500.00| Cable OSP, Loose Tube, 60F SM | | | 0450 734A100 2360.000 LF | 0.95000 2242.00| 1.00000 2360.00| Messenger Wire | | | 0460 734B007 1530.000 LF | 0.60000 918.00| 0.60000 918.00| Drop Cable OSP 12F SM Central Core | | | 0470 734E000 8510.000 LF | 0.30000 2553.00| 0.35000 2978.50| Detectable Tape System | | | 0480 734E021 140.000 LF | 5.80000 812.00| 5.50000 770.00| Buried Duct HDPE SDR11 2 Inch | | | 0490 734E040 1700.000 LF | 13.25000 22525.00| 10.00000 17000.00| Conduit Galvanized Rigid Steel 2 Inch | | | 0500 734E100 8370.000 LF | 6.40000 53568.00| 9.10000 76167.00| Buried Duct HDPE SDR11 2 x 2 Inch | | | 0510 734F002 14.000 EACH| 240.00000 3360.00| 200.00000 2800.00| Distribution Hardware SFDU 12 Fiber | | | 0520 734G002 56.000 EACH| 30.00000 1680.00| 45.00000 2520.00| Connector FC Termination SM | | | 0530 734G005 10.000 EACH| 540.00000 5400.00| 610.00000 6100.00| Splice Closure, Aerial With Trays | | | 0540 734G009 56.000 EACH| 67.00000 3752.00| 52.00000 2912.00| Splicing, Fusion | | | 0550 734G100 4.000 EACH| 410.00000 1640.00| 340.00000 1360.00| Splice Closure, Undergrade, 12 Fiber | | | 0560 734H015 56.000 EACH| 18.00000 1008.00| 20.00000 1120.00| Patch Cord Simplex SM,FC | | | 0570 734J000 15.000 EACH| 750.00000 11250.00| 940.00000 14100.00| Commbox F1 | | | 0580 734J003 2.000 EACH| 510.00000 1020.00| 790.00000 1580.00| Pull Box (24 In X 24 In X 12 In) Alum | | | 0590 734N021 14.000 EACH| 1550.00000 21700.00| 2000.00000 28000.00| Fiber Optic Transceiver, RS-232 Remote | | | W/ Power | | | 0600 740B000 634.000 SQFT| 12.00000 7608.00| 14.00000 8876.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 027 -6 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20050325027 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( ) |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 740E000 200.000 EACH| 25.00000 5000.00| 16.00000 3200.00| Cones (36 Inches High) | | | 0620 740M001 200.000 EACH| 12.00000 2400.00| 12.00000 2400.00| Ballast For Cone | | | 0630 741C010 1.000 EACH| 6000.00000 6000.00| 5700.00000 5700.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0640 745A000 112.000 HOUR| 40.00000 4480.00| 39.30000 4401.60| Uniformed Police Officer | | | 0650 756A022 180.000 LF | 28.00000 5040.00| 28.00000 5040.00| 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 0660 756A028 3210.000 LINF| 32.00000 102720.00| 32.00000 102720.00| 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | SECTION TOTALS | $ 638,391.95| $ 679,752.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 638,391.95| $ 679,752.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20050325033 COUNTIES : TALLAPOOSA LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-CN05(206) for constructing the Resurfacing and Traffic Stripe on C.R.#11 from S.R.#63 to the west city limit of Alexander City. Length 5.994 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 518,185.67 100.0000% 2 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 555,369.20 107.1757% 3 01087 APAC-SOUTHEAST, INC. $ 576,628.20 111.2783% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20050325033 COUNTIES : TALLAPOOSA LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 05024 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |EAST RIVER CONSTRUCTION CO. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B108 76744.000 SQYD| 0.77000 59092.88| 0.71000 54488.24| 0.70000 53720.80 Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 5375.000 GAL | 1.09000 5858.75| 1.50000 8062.50| 1.25000 6718.75 Tack Coat | | | 0030 429A221 6590.000 TON | 39.64000 261227.60| 44.99000 296484.10| 47.25000 311377.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0040 429A226 500.000 TON | 48.04000 24020.00| 51.00000 25500.00| 52.80000 26400.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0050 429B224 500.000 TON | 67.99000 33995.00| 70.00000 35000.00| 75.00000 37500.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 430B043 2097.000 TON | 20.38000 42736.86| 19.18000 40220.46| 22.95000 48126.15 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0070 600A000 LUMP| 17653.56000 17653.56| 35000.00000 35000.00| 31250.00000 31250.00 Mobilization | | | 0080 701A031 12.000 MILE| 1591.00000 19092.00| 1400.00000 16800.00| 1175.00000 14100.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 12.000 MILE| 1818.28000 21819.36| 1600.00000 19200.00| 1375.00000 16500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 1.000 MILE| 1250.07000 1250.07| 1100.00000 1100.00| 1200.00000 1200.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 2.000 MILE| 454.57000 909.14| 400.00000 800.00| 580.00000 1160.00 Broken Temporary Traffic Stripe | | | 0120 701C001 24.000 MILE| 568.22000 13637.28| 500.00000 12000.00| 680.00000 16320.00 Solid Temporary Traffic Stripe | | | 0130 703A002 200.000 SQFT| 3.41000 682.00| 3.00000 600.00| 5.00000 1000.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20050325033 COUNTIES : TALLAPOOSA LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 05024 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |EAST RIVER CONSTRUCTION CO. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A032 57.000 EACH| 6.02000 343.14| 5.30000 302.10| 5.50000 313.50 Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 737.000 EACH| 6.14000 4525.18| 5.40000 3979.80| 5.50000 4053.50 Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 236.000 SQFT| 8.72000 2057.92| 12.00000 2832.00| 8.00000 1888.00 Construction Signs | | | 0170 740O000 1.000 EACH| 9284.93000 9284.93| 3000.00000 3000.00| 5000.00000 5000.00 Pilot Car | | | SECTION TOTALS | $ 518,185.67| $ 555,369.20| $ 576,628.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 518,185.67| $ 555,369.20| $ 576,628.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20050325034 COUNTIES : SUMTER LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0028(502) for constructing the Resurfacing and Traffic Stripe on 99-408-601-028-520 S.R.#28 from MP 5.943 to MP 7.654 in Livingston. Length 1.711 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 512,018.77 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20050325034 COUNTIES : SUMTER LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 9.000 EACH| 200.00000 1800.00| | Mailbox Reset, Single | | | 0020 210D011 2100.000 CUYD| 19.50000 40950.00| | Borrow Excavation (A-4 or Better) | | | 0030 405A000 2602.000 GAL | 1.15000 2992.30| | Tack Coat | | | 0040 408A052 27498.000 SQYD| 1.20000 32997.60| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A360 2221.000 TON | 49.76000 110516.96| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B651 1223.000 TON | 52.27000 63926.21| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B654 500.000 TON | 75.00000 37500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B658 2750.000 TON | 48.05000 132137.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428B000 16242.000 LF | 0.10000 1624.20| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0100 430B000 200.000 TON | 31.50000 6300.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0110 600A000 LUMP| 26500.00000 26500.00| | Mobilization | | | 0120 652A100 3.000 ACRE| 600.00000 1800.00| | Seeding | | | 0130 656A010 3.000 ACRE| 600.00000 1800.00| | Mulching | | | 0140 665F000 40.000 EACH| 8.00000 320.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20050325034 COUNTIES : SUMTER LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 1700.000 LF | 3.50000 5950.00| | Silt Fence, Type A | | | 0160 665O001 1700.000 LF | 0.50000 850.00| | Silt Fence Removal | | | 0170 665Q001 515.000 LF | 8.00000 4120.00| | 20 Inch Wattle | | | 0180 666A001 3.000 ACRE| 100.00000 300.00| | Pest Control Treatment | | | 0190 701A028 4.000 MILE| 1650.00000 6600.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A046 1.000 MILE| 1200.00000 1200.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 4.000 MILE| 1875.00000 7500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701C002 1.000 MILE| 590.00000 590.00| | Broken Temporary Traffic Stripe (Paint) | | | 0230 701C003 10.000 MILE| 650.00000 6500.00| | Solid Temporary Traffic Stripe (Paint) | | | 0240 703A002 228.000 SQFT| 5.00000 1140.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 273.000 SQFT| 5.00000 1365.00| | Traffic Control Legends, Class 2, Type | | | 0260 703D002 456.000 SQFT| 1.50000 684.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0270 703E002 546.000 SQFT| 1.50000 819.00| | Temporary Traffic Control Legends | | | (Paint) | | | 0280 705A032 14.000 EACH| 5.50000 77.00| | Pavement Markers, Class A-H, Type 1-B | | | 0290 705A037 213.000 EACH| 5.50000 1171.50| | Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 450.000 SQFT| 7.25000 3262.50| | Construction Signs | | | 0310 740D000 75.000 EACH| 55.00000 4125.00| | Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20050325034 COUNTIES : SUMTER LETTING DATE : 03/25/05 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740E000 150.000 EACH| 2.00000 300.00| | Cones (36 Inches High) | | | 0330 740M001 150.000 EACH| 2.00000 300.00| | Ballast For Cone | | | 0340 740O000 1.000 EACH| 4000.00000 4000.00| | Pilot Car | | | SECTION TOTALS | $ 512,018.77| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 512,018.77| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20050325035 COUNTIES : HOUSTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0053(512) for constructing the Resurfacing and Traffic Stripe on S.R.#53 from the Florida state line to just south of C.R.#55 in Cottonwood. Length 6.913 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,144,981.99 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,192,481.09 104.1485% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20050325035 COUNTIES : HOUSTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 4.000 EACH| 100.00000 400.00| 125.00000 500.00| Mailbox Reset, Single | | | 0020 210D021 7064.000 CUYD| 7.10000 50154.40| 7.50000 52980.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 212A000 721.000 STA | 57.14000 41197.94| 39.75000 28659.75| Machine Grading Shoulders | | | 0040 401B108 96138.000 SQYD| 0.87000 83640.06| 1.18000 113442.84| Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 10174.000 GAL | 0.50000 5087.00| 0.50000 5087.00| Tack Coat | | | 0060 424A341 8393.000 TON | 56.43000 473616.99| 55.85000 468749.05| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424A346 4807.000 TON | 57.34000 275633.38| 59.35000 285295.45| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 600A000 LUMP| 106000.00000 106000.00| 118750.00000 118750.00| Mobilization | | | 0090 652A100 13.000 ACRE| 425.00000 5525.00| 450.00000 5850.00| Seeding | | | 0100 656A010 13.000 ACRE| 418.00000 5434.00| 400.00000 5200.00| Mulching | | | 0110 665F000 100.000 EACH| 3.75000 375.00| 7.50000 750.00| Hay Bales | | | 0120 665J000 1500.000 LF | 2.75000 4125.00| 3.00000 4500.00| Silt Fence, Type A | | | 0130 665O001 1500.000 LF | 0.00000 0.00| 0.10000 150.00| Silt Fence Removal | | | 0140 666A001 13.000 ACRE| 0.00000 0.00| 0.10000 1.30| Pest Control Treatment | | | 0150 680A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| Engineering Controls | | | 0160 701A028 14.000 MILE| 1625.00000 22750.00| 1625.00000 22750.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20050325035 COUNTIES : HOUSTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 701A046 6.000 MILE| 1050.00000 6300.00| 1050.00000 6300.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 6.000 MILE| 1830.00000 10980.00| 1830.00000 10980.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701C000 12.000 MILE| 500.00000 6000.00| 500.00000 6000.00| Broken Temporary Traffic Stripe | | | 0200 701C001 28.000 MILE| 580.00000 16240.00| 580.00000 16240.00| Solid Temporary Traffic Stripe | | | 0210 701D007 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Paint) | | | 0220 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Plastic) | | | 0230 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0240 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0250 701G125 898.000 LF | 4.25000 3816.50| 4.25000 3816.50| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G129 449.000 LF | 2.80000 1257.20| 2.80000 1257.20| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 703A002 848.000 SQFT| 2.50000 2120.00| 2.50000 2120.00| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703D001 848.000 SQFT| 1.50000 1272.00| 1.50000 1272.00| Temporary Traffic Control Markings | | | 0290 705A032 233.000 EACH| 5.00000 1165.00| 5.00000 1165.00| Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 497.000 EACH| 5.00000 2485.00| 5.00000 2485.00| Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 918.000 SQFT| 7.64000 7013.52| 10.00000 9180.00| Construction Signs | | | 0320 740E000 100.000 EACH| 4.47000 447.00| 15.00000 1500.00| Cones (36 Inches High) | | | 0330 740M001 100.000 EACH| 4.47000 447.00| 10.00000 1000.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20050325035 COUNTIES : HOUSTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740O000 1.000 EACH| 2000.00000 2000.00| 5000.00000 5000.00| Pilot Car | | | SECTION TOTALS | $ 1,144,981.99| $ 1,192,481.09| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,144,981.99| $ 1,192,481.09| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20050325037 COUNTIES : DALE LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0085(500) for constructing the Resurfacing and Traffic Stripe on S.R.#85 from S.R.#92 in Clayhatchee to S.R.#134 in Daleville. Length 5.223 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 973,681.05 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,035,182.78 106.3164% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20050325037 COUNTIES : DALE LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 125.00000 125.00| 106.16000 106.16| Mailbox Reset, Single | | | 0020 210D021 847.000 CUYD| 6.75000 5717.25| 17.70000 14991.90| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 212A000 306.000 STA | 35.00000 10710.00| 60.56000 18531.36| Machine Grading Shoulders | | | 0040 401B108 115707.000 SQYD| 1.25000 144633.75| 1.09000 126120.63| Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 1809.000 GAL | 0.50000 904.50| 2.00000 3618.00| Tack Coat | | | 0060 408A052 75072.000 SQYD| 0.80000 60057.60| 0.97000 72819.84| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A361 9712.000 TON | 49.75000 483172.00| 58.01000 563393.12| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 500.000 TON | 40.00000 20000.00| 78.46000 39230.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 95000.00000 95000.00| 46500.00000 46500.00| Mobilization | | | 0100 652A100 7.000 ACRE| 400.00000 2800.00| 424.00000 2968.00| Seeding | | | 0110 656A010 7.000 ACRE| 400.00000 2800.00| 424.00000 2968.00| Mulching | | | 0120 665F000 100.000 EACH| 5.00000 500.00| 4.00000 400.00| Hay Bales | | | 0130 665J000 1500.000 LF | 3.00000 4500.00| 2.65000 3975.00| Silt Fence, Type A | | | 0140 665O001 1500.000 LF | 0.01000 15.00| 0.00000 0.00| Silt Fence Removal | | | 0150 666A001 7.000 ACRE| 0.01000 0.07| 0.00000 0.00| Pest Control Treatment | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20050325037 COUNTIES : DALE LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 680A000 LUMP| 5000.00000 5000.00| 3004.83000 3004.83| Engineering Controls | | | 0170 701A028 13.000 MILE| 1625.00000 21125.00| 1625.00000 21125.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 3.000 MILE| 1050.00000 3150.00| 1050.00000 3150.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A046 3.000 MILE| 1050.00000 3150.00| 1050.00000 3150.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 9.000 MILE| 1835.00000 16515.00| 1835.00000 16515.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 1025.000 LF | 0.90000 922.50| 0.90000 922.50| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 13.000 MILE| 500.00000 6500.00| 500.00000 6500.00| Broken Temporary Traffic Stripe | | | 0230 701C001 53.000 MILE| 580.00000 30740.00| 580.00000 30740.00| Solid Temporary Traffic Stripe | | | 0240 701D007 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Paint) | | | 0250 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Plastic) | | | 0260 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0270 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0280 703A002 6132.000 SQFT| 2.50000 15330.00| 2.50000 15330.00| Traffic Control Markings, Class 2, Type | | | A | | | 0290 703B002 404.000 SQFT| 3.50000 1414.00| 3.50000 1414.00| Traffic Control Legends, Class 2, Type | | | 0300 703D001 671.000 SQFT| 1.50000 1006.50| 1.50000 1006.50| Temporary Traffic Control Markings | | | 0310 705A030 705.000 EACH| 5.00000 3525.00| 5.00000 3525.00| Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 148.000 EACH| 5.00000 740.00| 5.00000 740.00| Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20050325037 COUNTIES : DALE LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 705A032 1084.000 EACH| 5.00000 5420.00| 5.00000 5420.00| Pavement Markers, Class A-H, Type 1-B | | | 0340 705A037 556.000 EACH| 5.00000 2780.00| 5.00000 2780.00| Pavement Markers, Class A-H, Type 2-D | | | 0350 705A038 493.000 EACH| 5.00000 2465.00| 5.00000 2465.00| Pavement Markers, Class A-H, Type 2-E | | | 0360 740B000 1208.000 SQFT| 7.61000 9192.88| 7.64000 9229.12| Construction Signs | | | 0370 740E000 150.000 EACH| 10.00000 1500.00| 14.22000 2133.00| Cones (36 Inches High) | | | 0380 740M001 150.000 EACH| 5.00000 750.00| 9.23000 1384.50| Ballast For Cone | | | 0390 740O000 1.000 EACH| 2500.00000 2500.00| 0.00000 0.00| Pilot Car | | | 0400 741C010 2.000 EACH| 1260.00000 2520.00| 1263.16000 2526.32| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 973,681.05| $ 1,035,182.78| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 973,681.05| $ 1,035,182.78| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20050325041 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 CONTRACT TIME : 150 Calendar Days CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : STPBH-7031(600) for constructing the Traffic Signal Improvements on S.R.#149 from 24th Avenue south to 9th Street south in Homewood. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 168,011.95 100.0000% 2 19060 STONE ELECTRIC COMPANY, INC. $ 198,725.75 118.2807% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20050325041 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( ) |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 7000.00000 7000.00| 24200.00000 24200.00| Mobilization | | | 0020 730A012 LUMP| 759.60000 759.60| 1220.00000 1220.00| Removal Of Existing Traffic Control | | | Unit (Partial)( SR-149 AT 24TH AVE S) | | | 0030 730A013 LUMP| 759.60000 759.60| 1220.00000 1220.00| Removal Of Existing Traffic Control | | | Unit (Partial) (SR-149 AT GREEN SPRINGS | | | AVE) | | | 0040 730A014 LUMP| 759.60000 759.60| 1220.00000 1220.00| Removal Of Existing Traffic Control | | | Unit (Partial) (SR-149 AT 16TH AVE S) | | | 0050 730A015 LUMP| 759.60000 759.60| 1220.00000 1220.00| Removal Of Existing Traffic Control | | | Unit (Partial) (SR-149 AT 8TH ST S) | | | 0060 730A016 LUMP| 759.60000 759.60| 1220.00000 1220.00| Removal Of Existing Traffic Control | | | Unit (Partial) (SR-149 AT 9TH ST S) | | | 0070 730C000 LUMP| 3663.20000 3663.20| 3950.00000 3950.00| Furnishing And Installing Traffic | | | Control Unit (SR-149 AT 24TH AVE S) | | | 0080 730C001 LUMP| 3663.20000 3663.20| 7120.00000 7120.00| Furnishing And Installing Traffic | | | Control Unit (SR-149 AT GREEN SPRINGS | | | AVE) | | | 0090 730C002 LUMP| 3663.20000 3663.20| 3950.00000 3950.00| Furnishing And Installing Traffic | | | Control Unit (SR-149 AT 16TH AVE S) | | | 0100 730C003 LUMP| 3663.20000 3663.20| 7120.00000 7120.00| Furnishing And Installing Traffic | | | Control Unit (SR-149 AT 8TH ST S) | | | 0110 730C004 LUMP| 3663.20000 3663.20| 3950.00000 3950.00| Furnishing And Installing Traffic | | | Control Unit (SR-149 AT 9TH ST S) | | | 0120 730H001 960.000 LF | 2.55000 2448.00| 1.50000 1440.00| Loop Wire | | | 0130 730J010 17.000 EACH| 150.00000 2550.00| 1.75000 29.75| Vehicle Loop Detector | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20050325041 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( ) |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 730L003 50.000 LF | 4.26000 213.00| 3.00000 150.00| 1", Non-Metallic, Conduit | | | 0150 730P022 40.000 EACH| 727.00000 29080.00| 585.00000 23400.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0160 730P023 1.000 EACH| 1010.00000 1010.00| 800.00000 800.00| Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 0170 730P024 4.000 EACH| 1100.00000 4400.00| 900.00000 3600.00| Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0180 730R052 3.000 EACH| 10382.00000 31146.00| 9600.00000 28800.00| Controller Assembly, 170, 8 Phase | | | 0190 730S002 LUMP| 6628.00000 6628.00| 6800.00000 6800.00| Furnishing And Installing Emergency | | | Vehicle Preemption System( (SR-149 AT | | | 24TH AVE S) | | | 0200 730S003 LUMP| 6839.00000 6839.00| 6800.00000 6800.00| Furnishing And Installing Emergency | | | Vehicle Preemption System( (SR-149 AT | | | 9TH ST S) | | | 0210 730T000 8.000 EACH| 399.00000 3192.00| 645.00000 5160.00| Wood Pole | | | 0220 730Y000 LUMP| 1998.00000 1998.00| 10800.00000 10800.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | 0230 730Y001 LUMP| 2002.00000 2002.00| 5400.00000 5400.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | 0240 730Y040 LUMP| 300.00000 300.00| 500.00000 500.00| Removal Of Pedestal Pole And Foundation | | | With Flashing Beacon | | | 0250 730Y041 LUMP| 300.00000 300.00| 250.00000 250.00| Removal Of Pedestal Pole And Foundation | | | With Flashing Beacon | | | 0260 734A012 10210.000 LF | 1.32000 13477.20| 1.05000 10720.50| Cable OSP, Loose Tube, 36F SM | | | 0270 734A100 670.000 LF | 1.00000 670.00| 0.95000 636.50| Messenger Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20050325041 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( ) |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 734B007 80.000 LF | 0.85000 68.00| 1.00000 80.00| Drop Cable OSP 12F SM Central Core | | | 0290 734E000 370.000 LF | 0.35000 129.50| 0.40000 148.00| Detectable Tape System | | | 0300 734E040 120.000 LF | 12.00000 1440.00| 9.00000 1080.00| Conduit Galvanized Rigid Steel 2 Inch | | | 0310 734E100 370.000 LF | 8.61000 3185.70| 7.30000 2701.00| Buried Duct HDPE SDR11 2 x 2 Inch | | | 0320 734F002 1.000 EACH| 171.55000 171.55| 220.00000 220.00| Distribution Hardware SFDU 12 Fiber | | | 0330 734G002 12.000 EACH| 41.00000 492.00| 42.00000 504.00| Connector FC Termination SM | | | 0340 734G005 3.000 EACH| 609.00000 1827.00| 500.00000 1500.00| Splice Closure, Aerial With Trays | | | 0350 734G009 48.000 EACH| 42.00000 2016.00| 40.00000 1920.00| Splicing, Fusion | | | 0360 734G120 1.000 EACH| 777.00000 777.00| 500.00000 500.00| Splice Closure, Undergrade, 72 Fiber | | | 0370 734H015 12.000 EACH| 25.00000 300.00| 25.00000 300.00| Patch Cord Simplex SM,FC | | | 0380 734N021 3.000 EACH| 1925.00000 5775.00| 1960.00000 5880.00| Fiber Optic Transceiver, RS-232 Remote | | | W/ Power | | | 0390 740B000 618.000 SQFT| 12.00000 7416.00| 12.00000 7416.00| Construction Signs | | | 0400 740E000 200.000 EACH| 12.97000 2594.00| 25.00000 5000.00| Cones (36 Inches High) | | | 0410 740M001 200.000 EACH| 8.10000 1620.00| 12.00000 2400.00| Ballast For Cone | | | 0420 741C010 1.000 EACH| 3365.00000 3365.00| 6000.00000 6000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0430 745A000 40.000 HOUR| 36.70000 1468.00| 35.00000 1400.00| Uniformed Police Officer | | | SECTION TOTALS | $ 168,011.95| $ 198,725.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 168,011.95| $ 198,725.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20050325043 COUNTIES : SHELBY ST. CLAIR LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 WALKER CONTRACT TIME : 45 Calendar Days CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : STPHS-CN05(900) for constructing the Hazard Elimination (Signing and Flashing Beacons) at various sites (5) as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 68,143.50 100.0000% 2 19060 STONE ELECTRIC COMPANY, INC. $ 81,224.70 119.1965% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20050325043 COUNTIES : SHELBY ST. CLAIR LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 WALKER ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( ) |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 1200.00000 1200.00| 2000.00000 2000.00| Mobilization | | | 0020 701B009 420.000 LF | 2.25000 945.00| 3.00000 1260.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0030 710A115 38.000 SQFT| 22.50000 855.00| 20.00000 760.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0040 710B001 52.000 LF | 12.00000 624.00| 9.00000 468.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0050 730C000 LUMP| 2000.00000 2000.00| 3400.00000 3400.00| Furnishing And Installing Traffic | | | Control Unit (US 231 at CR 22) | | | 0060 730C001 LUMP| 2750.00000 2750.00| 3500.00000 3500.00| Furnishing And Installing Traffic | | | Control Unit (US 280 at CR 55) | | | 0070 730E000 4.000 EACH| 1430.00000 5720.00| 1940.00000 7760.00| Metal Traffic Signal Pole Foundation | | | 0080 730G001 4.000 EACH| 5505.00000 22020.00| 6150.00000 24600.00| Metal Traffic Signal Strain Pole | | | 0090 730L002 225.000 LF | 4.50000 1012.50| 3.50000 787.50| 1", Metallic, Conduit | | | 0100 730P021 8.000 EACH| 595.00000 4760.00| 780.00000 6240.00| Vehicular Signal Head, 12 Inch, 2 | | | Section, Type LED | | | 0110 730T000 2.000 EACH| 420.00000 840.00| 1000.00000 2000.00| Wood Pole | | | 0120 730Y000 LUMP| 4400.00000 4400.00| 3750.00000 3750.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon (SR | | | 269 at Tutwiler Rd. and Adkins | | | 0130 730Y001 LUMP| 4400.00000 4400.00| 3500.00000 3500.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon (SR | | | 269 at Tutwiler Rd. and Adkins | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20050325043 COUNTIES : SHELBY ST. CLAIR LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 WALKER ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( ) |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740B000 1196.000 SQFT| 10.75000 12857.00| 12.70000 15189.20| Construction Signs | | | 0150 740D000 30.000 EACH| 80.00000 2400.00| 78.00000 2340.00| Channelizing Drums | | | 0160 740E000 20.000 EACH| 14.25000 285.00| 14.00000 280.00| Cones (36 Inches High) | | | 0170 740M001 20.000 EACH| 10.00000 200.00| 9.50000 190.00| Ballast For Cone | | | 0180 741C010 1.000 EACH| 875.00000 875.00| 3200.00000 3200.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 68,143.50| $ 81,224.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 68,143.50| $ 81,224.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20050325048 COUNTIES : CHAMBERS LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0908(200) for constructing the Resurfacing and Traffic Stripe on C.R.#1388 from I-85 to S.R.#15 (U.S.#29) south of Lanett. Length 4.225 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 617,236.50 100.0000% 2 03087 CHRIS CLARK GRADING AND PAVING, INC. $ 632,751.00 102.5135% 3 01087 APAC-SOUTHEAST, INC. $ 786,413.71 127.4088% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20050325048 COUNTIES : CHAMBERS LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 03087 |( 3 ) 01087 |EAST ALABAMA PAVING CO., IN |CHRIS CLARK GRADING AND PAV |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 4582.000 GAL | 1.50000 6873.00| 1.75000 8018.50| 3.73000 17090.86 Tack Coat | | | 0020 408A053 6611.000 SQYD| 0.50000 3305.50| 2.50000 16527.50| 2.90000 19171.90 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0030 408A056 374.000 SQYD| 5.00000 1870.00| 5.00000 1870.00| 7.18000 2685.32 Planing Existing Pavement | | | (Approximately 5.10" Thru 6.0" Thick) | | | 0040 424A362 1052.000 TON | 28.62000 30108.24| 45.00000 47340.00| 54.35000 57176.20 Superpave Bituminous Concrete Wearing | | | Surface Layer,1" Maximum Aggregate SIze | | | Mix, ESAL Range C/D | | | 0050 424C365 57.000 TON | 80.00000 4560.00| 65.00000 3705.00| 70.22000 4002.54 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 429A216 2139.000 TON | 48.30000 103313.70| 43.00000 91977.00| 57.93000 123912.27 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, Esal Range B | | | 0070 429A226 1528.000 TON | 28.60000 43700.80| 45.00000 68760.00| 63.97000 97746.16 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0080 429B220 5880.000 TON | 43.65000 256662.00| 40.00000 235200.00| 48.43000 284768.40 Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0090 429B225 100.000 TON | 29.40000 2940.00| 125.00000 12500.00| 124.28000 12428.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 429C231 764.000 TON | 44.09000 33684.76| 45.00000 34380.00| 53.35000 40759.40 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0110 430B043 1855.000 TON | 16.00000 29680.00| 18.00000 33390.00| 23.91000 44353.05 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20050325048 COUNTIES : CHAMBERS LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 03087 |( 3 ) 01087 |EAST ALABAMA PAVING CO., IN |CHRIS CLARK GRADING AND PAV |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 43574.00000 43574.00| 15000.00000 15000.00| 27874.25000 27874.25 Mobilization | | | 0130 701A031 10.000 MILE| 1400.00000 14000.00| 1600.00000 16000.00| 1150.00000 11500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0140 701A035 6.000 MILE| 1600.00000 9600.00| 1800.00000 10800.00| 1350.00000 8100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 3.000 MILE| 1100.00000 3300.00| 1250.00000 3750.00| 780.00000 2340.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701B005 100.000 LF | 0.90000 90.00| 1.50000 150.00| 2.00000 200.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0170 701C000 6.000 MILE| 400.00000 2400.00| 500.00000 3000.00| 580.00000 3480.00 Broken Temporary Traffic Stripe | | | 0180 701C001 12.000 MILE| 500.00000 6000.00| 600.00000 7200.00| 650.00000 7800.00 Solid Temporary Traffic Stripe | | | 0190 701G124 530.000 LF | 8.00000 4240.00| 9.00000 4770.00| 5.00000 2650.00 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0200 701G132 530.000 LF | 8.00000 4240.00| 9.00000 4770.00| 5.00000 2650.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0210 703A002 880.000 SQFT| 3.00000 2640.00| 4.00000 3520.00| 2.50000 2200.00 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703D001 400.000 SQFT| 2.00000 800.00| 3.00000 1200.00| 1.50000 600.00 Temporary Traffic Control Markings | | | 0230 705A030 160.000 EACH| 5.50000 880.00| 6.50000 1040.00| 5.50000 880.00 Pavement Markers, Class A-H, Type 2-C | | | 0240 705A032 123.000 EACH| 5.30000 651.90| 6.50000 799.50| 5.50000 676.50 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 419.000 EACH| 5.40000 2262.60| 6.50000 2723.50| 5.50000 2304.50 Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 286.000 SQFT| 10.00000 2860.00| 10.00000 2860.00| 8.00000 2288.00 Construction Signs | | | 0270 740O000 1.000 EACH| 3000.00000 3000.00| 1500.00000 1500.00| 6776.36000 6776.36 Pilot Car | | | SECTION TOTALS | $ 617,236.50| $ 632,751.00| $ 786,413.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 617,236.50| $ 632,751.00| $ 786,413.71 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20050325050 COUNTIES : ETOWAH LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-8108(600) for constructing the Resurfacing and Traffic Stripe on Lonesome Bend Road in Glencoe from Air Depot Road to S.R.#74 (U.S.#278). Length 2.171 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 310,128.60 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 362,079.35 116.7514% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 379,778.01 122.4582% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20050325050 COUNTIES : ETOWAH LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( 3 ) 07002 |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 385.000 SQYD| 1.00000 385.00| 7.44000 2864.40| 19.60000 7546.00 Removing Concrete Driveway | | | 0020 210D001 500.000 CUYD| 10.00000 5000.00| 11.73000 5865.00| 14.46000 7230.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 401B106 28943.000 SQYD| 1.20000 34731.60| 1.63000 47177.09| 1.54350 44673.52 Bituminous Treatment JG (With Polymer | | | Additive) | | | 0040 405A000 1000.000 GAL | 1.00000 1000.00| 1.50000 1500.00| 1.20000 1200.00 Tack Coat | | | 0050 429A221 3895.000 TON | 41.40000 161253.00| 44.03000 171496.85| 47.61000 185440.95 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429B229 500.000 TON | 38.00000 19000.00| 53.17000 26585.00| 55.00000 27500.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429C224 500.000 TON | 38.00000 19000.00| 75.75000 37875.00| 55.00000 27500.00 Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0080 429C231 225.000 TON | 41.00000 9225.00| 49.83000 11211.75| 60.00000 13500.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0090 600A000 LUMP| 30000.00000 30000.00| 20968.78000 20968.78| 31348.00000 31348.00 Mobilization | | | 0100 665F000 126.000 EACH| 1.00000 126.00| 8.93000 1125.18| 8.00000 1008.00 Hay Bales | | | 0110 665J000 270.000 LF | 0.50000 135.00| 6.58000 1776.60| 5.00000 1350.00 Silt Fence, Type A | | | 0120 665O001 270.000 LF | 0.50000 135.00| 5.00000 1350.00| 1.00000 270.00 Silt Fence Removal | | | 0130 701A031 5.000 MILE| 1175.00000 5875.00| 1246.09000 6230.45| 1186.75000 5933.75 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20050325050 COUNTIES : ETOWAH LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( 3 ) 07002 |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A035 4.000 MILE| 1360.00000 5440.00| 1442.28000 5769.12| 1373.60000 5494.40 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 1.000 MILE| 875.00000 875.00| 927.94000 927.94| 883.75000 883.75 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 4.000 MILE| 550.00000 2200.00| 583.28000 2333.12| 555.50000 2222.00 Broken Temporary Traffic Stripe | | | 0170 701C001 8.000 MILE| 650.00000 5200.00| 689.33000 5514.64| 656.50000 5252.00 Solid Temporary Traffic Stripe | | | 0180 703A002 670.000 SQFT| 2.50000 1675.00| 2.66000 1782.20| 2.53000 1695.10 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703D001 670.000 SQFT| 1.50000 1005.00| 1.60000 1072.00| 1.52000 1018.40 Temporary Traffic Control Markings | | | 0200 705A032 66.000 EACH| 5.25000 346.50| 5.57000 367.62| 5.30000 349.80 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 218.000 EACH| 5.25000 1144.50| 5.57000 1214.26| 5.30000 1155.40 Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 326.000 SQFT| 12.00000 3912.00| 8.07000 2630.82| 7.69000 2506.94 Construction Signs | | | 0230 740E000 50.000 EACH| 1.00000 50.00| 9.98000 499.00| 7.00000 350.00 Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 1.00000 50.00| 6.83000 341.50| 7.00000 350.00 Ballast For Cone | | | 0250 740O000 1.000 EACH| 2365.00000 2365.00| 3601.03000 3601.03| 4000.00000 4000.00 Pilot Car | | | SECTION TOTALS | $ 310,128.60| $ 362,079.35| $ 379,778.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 310,128.60| $ 362,079.35| $ 379,778.01 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20050325053 COUNTIES : CLEBURNE LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1500(212) for constructing the Resurfacing and Traffic Stripe on C.R.#42 from east of C.R.#893 to S.R.#46 southeast of Heflin. Length 1.981 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 326,930.96 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 329,387.75 100.7515% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20050325053 COUNTIES : CLEBURNE LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 6.000 EACH| 227.60000 1365.60| 135.00000 810.00| Mailbox Reset, Single | | | 0020 401B108 23825.000 SQYD| 1.02000 24301.50| 0.79000 18821.75| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 1052.000 GAL | 1.50000 1578.00| 1.50000 1578.00| Tack Coat | | | 0040 424A340 1503.000 TON | 45.78000 68807.34| 43.50000 65380.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 600.000 TON | 54.87000 32922.00| 41.00000 24600.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B636 2955.000 TON | 38.61000 114092.55| 38.00000 112290.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0070 424B640 200.000 TON | 65.65000 13130.00| 75.00000 15000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424C351 567.000 TON | 41.22000 23371.74| 38.00000 21546.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 430B043 872.000 TON | 19.56000 17056.32| 18.00000 15696.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0100 600A000 LUMP| 3262.88000 3262.88| 26700.00000 26700.00| Mobilization | | | 0110 701A031 4.000 MILE| 1219.58000 4878.32| 1150.00000 4600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 4.000 MILE| 1463.49000 5853.96| 1380.00000 5520.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20050325053 COUNTIES : CLEBURNE LETTING DATE : 03/25/05 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A045 1.000 MILE| 901.43000 901.43| 850.00000 850.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C000 3.000 MILE| 583.28000 1749.84| 550.00000 1650.00| Broken Temporary Traffic Stripe | | | 0150 701C001 10.000 MILE| 689.33000 6893.30| 650.00000 6500.00| Solid Temporary Traffic Stripe | | | 0160 703A002 90.000 SQFT| 5.30000 477.00| 5.00000 450.00| Traffic Control Markings, Class 2, Type | | | A | | | 0170 705A032 44.000 EACH| 5.84000 256.96| 5.50000 242.00| Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 205.000 EACH| 5.84000 1197.20| 5.50000 1127.50| Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 191.000 SQFT| 8.07000 1541.37| 16.00000 3056.00| Construction Signs | | | 0200 740O000 1.000 EACH| 3293.65000 3293.65| 2970.00000 2970.00| Pilot Car | | | SECTION TOTALS | $ 326,930.96| $ 329,387.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 326,930.96| $ 329,387.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20050325054 COUNTIES : COLBERT LETTING DATE : 03/25/05 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-1704(204) for constructing the Resurfacing and Traffic Stripe on C.R.#48 from the Franklin County line through Old Bethel to just south of Harmony Church. Length 3.59 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 282,015.55 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 329,431.46 116.8132% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20050325054 COUNTIES : COLBERT LETTING DATE : 03/25/05 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01087 |( ) |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 1376.000 TON | 15.00000 20640.00| 21.66000 29804.16| Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 401B108 46337.000 SQYD| 0.88000 40776.56| 0.76000 35216.12| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 1390.000 GAL | 2.00000 2780.00| 1.31000 1820.90| Tack Coat | | | 0040 429A220 3751.000 TON | 39.00000 146289.00| 47.38000 177722.38| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429A226 625.000 TON | 49.00000 30625.00| 57.48000 35925.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 600A000 LUMP| 9553.49000 9553.49| 18559.93000 18559.93| Mobilization | | | 0070 701A031 7.000 MILE| 1175.00000 8225.00| 1233.75000 8636.25| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0080 701A035 4.000 MILE| 1350.00000 5400.00| 1417.50000 5670.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701A045 2.000 MILE| 890.00000 1780.00| 934.50000 1869.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701C000 4.000 MILE| 580.00000 2320.00| 609.00000 2436.00| Broken Temporary Traffic Stripe | | | 0110 701C001 8.000 MILE| 680.00000 5440.00| 714.00000 5712.00| Solid Temporary Traffic Stripe | | | 0120 703A002 168.000 SQFT| 5.00000 840.00| 5.25000 882.00| Traffic Control Markings, Class 2, Type | | | A | | | 0130 705A032 81.000 EACH| 5.50000 445.50| 5.78000 468.18| Pavement Markers, Class A-H, Type 1-B | | | 0140 705A037 340.000 EACH| 5.50000 1870.00| 5.78000 1965.20| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20050325054 COUNTIES : COLBERT LETTING DATE : 03/25/05 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01087 |( ) |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740B000 186.000 SQFT| 23.50000 4371.00| 7.99000 1486.14| Construction Signs | | | 0160 740E000 60.000 EACH| 6.00000 360.00| 13.88000 832.80| Cones (36 Inches High) | | | 0170 740M001 60.000 EACH| 5.00000 300.00| 7.09000 425.40| Ballast For Cone | | | SECTION TOTALS | $ 282,015.55| $ 329,431.46| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 282,015.55| $ 329,431.46| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20050325055 COUNTIES : ELMORE LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-2600(206) for constructing the Resurfacing and Traffic Stripe on C.R.#143 from C.R.#4 to S.R.#229 south of Tallassee. Length 3.668 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 284,219.00 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 305,299.55 107.4170% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 314,238.00 110.5619% 4 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 334,999.20 117.8666% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20050325055 COUNTIES : ELMORE LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2551.000 GAL | 1.00000 2551.00| 1.25000 3188.75| 0.95000 2423.45 Tack Coat | | | 0020 408A051 627.000 SQYD| 6.50000 4075.50| 6.50000 4075.50| 7.50000 4702.50 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 429A200 3507.000 TON | 38.50000 135019.50| 45.85000 160795.95| 46.75000 163952.25 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 1276.000 TON | 48.50000 61886.00| 46.25000 59015.00| 32.00000 40832.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429B205 100.000 TON | 75.00000 7500.00| 49.50000 4950.00| 75.00000 7500.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429C210 109.000 TON | 56.00000 6104.00| 139.30000 15183.70| 95.00000 10355.00 Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0070 430B043 479.000 TON | 29.50000 14130.50| 31.35000 15016.65| 35.00000 16765.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 16450.00000 16450.00| 6500.00000 6500.00| 30000.00000 30000.00 Mobilization | | | 0090 701A031 8.000 MILE| 1165.00000 9320.00| 1165.00000 9320.00| 1187.58000 9500.64 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 5.000 MILE| 1325.00000 6625.00| 1325.00000 6625.00| 1350.68000 6753.40 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 3.000 MILE| 850.00000 2550.00| 850.00000 2550.00| 866.47000 2599.41 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 6.000 MILE| 550.00000 3300.00| 550.00000 3300.00| 560.66000 3363.96 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20050325055 COUNTIES : ELMORE LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 12.000 MILE| 620.00000 7440.00| 620.00000 7440.00| 632.02000 7584.24 Solid Temporary Traffic Stripe | | | 0140 703A002 60.000 SQFT| 10.00000 600.00| 10.00000 600.00| 10.19000 611.40 Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 107.000 EACH| 5.00000 535.00| 5.00000 535.00| 5.10000 545.70 Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 364.000 EACH| 5.00000 1820.00| 5.00000 1820.00| 5.10000 1856.40 Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 173.000 SQFT| 12.50000 2162.50| 8.00000 1384.00| 8.05000 1392.65 Construction Signs | | | 0180 740O000 1.000 EACH| 2150.00000 2150.00| 3000.00000 3000.00| 3500.00000 3500.00 Pilot Car | | | SECTION TOTALS | $ 284,219.00| $ 305,299.55| $ 314,238.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 284,219.00| $ 305,299.55| $ 314,238.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 055 -4 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20050325055 COUNTIES : ELMORE LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 05024 |( ) |( ) |EAST RIVER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2551.000 GAL | 1.50000 3826.50| | Tack Coat | | | 0020 408A051 627.000 SQYD| 10.00000 6270.00| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 429A200 3507.000 TON | 46.00000 161322.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 1276.000 TON | 51.00000 65076.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429B205 100.000 TON | 80.00000 8000.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429C210 109.000 TON | 80.00000 8720.00| | Improved Bituminous Concrete Base Layer | | | Widening, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0070 430B043 479.000 TON | 24.00000 11496.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 30000.00000 30000.00| | Mobilization | | | 0090 701A031 8.000 MILE| 1500.00000 12000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 5.000 MILE| 1700.00000 8500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 3.000 MILE| 1200.00000 3600.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 6.000 MILE| 400.00000 2400.00| | Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 055 -5 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20050325055 COUNTIES : ELMORE LETTING DATE : 03/25/05 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 05024 |( ) |( ) |EAST RIVER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 12.000 MILE| 500.00000 6000.00| | Solid Temporary Traffic Stripe | | | 0140 703A002 60.000 SQFT| 3.00000 180.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 107.000 EACH| 5.30000 567.10| | Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 364.000 EACH| 5.40000 1965.60| | Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 173.000 SQFT| 12.00000 2076.00| | Construction Signs | | | 0180 740O000 1.000 EACH| 3000.00000 3000.00| | Pilot Car | | | SECTION TOTALS | $ 334,999.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 334,999.20| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20050325056 COUNTIES : JACKSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3600(209) for constructing the Resurfacing and Traffic Stripe on C.R.#42 from 0.644 miles north of C.R.#33 in Hollywood to C.R.#242. Length 5.077 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 359,459.75 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 372,598.00 103.6550% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20050325056 COUNTIES : JACKSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2000.000 GAL | 1.45000 2900.00| 1.50000 3000.00| Tack Coat | | | 0020 429A201 4645.000 TON | 45.95000 213437.75| 48.20000 223889.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429B207 500.000 TON | 45.10000 22550.00| 48.20000 24100.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429C203 500.000 TON | 65.00000 32500.00| 52.50000 26250.00| Improved Bituminous Concrete Base Layer | | | Patching, 3/4" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0050 430B014 1700.000 TON | 17.10000 29070.00| 17.50000 29750.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0060 600A000 LUMP| 9500.00000 9500.00| 16000.00000 16000.00| Mobilization | | | 0070 650A000 500.000 CUYD| 18.00000 9000.00| 17.50000 8750.00| Topsoil | | | 0080 701A031 10.000 MILE| 1200.00000 12000.00| 1175.00000 11750.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 10.000 MILE| 1300.00000 13000.00| 1380.00000 13800.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701C001 11.000 MILE| 600.00000 6600.00| 680.00000 7480.00| Solid Temporary Traffic Stripe | | | 0110 703A002 188.000 SQFT| 4.00000 752.00| 5.00000 940.00| Traffic Control Markings, Class 2, Type | | | A | | | 0120 703B002 124.000 SQFT| 5.00000 620.00| 5.00000 620.00| Traffic Control Legends, Class 2, Type | | | 0130 705A037 670.000 EACH| 6.00000 4020.00| 5.00000 3350.00| Pavement Markers, Class A-H, Type 2-D | | | 0140 740B000 214.000 SQFT| 15.00000 3210.00| 8.50000 1819.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20050325056 COUNTIES : JACKSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740E000 100.000 EACH| 2.00000 200.00| 10.00000 1000.00| Cones (36 Inches High) | | | 0160 740M001 100.000 EACH| 1.00000 100.00| 1.00000 100.00| Ballast For Cone | | | SECTION TOTALS | $ 359,459.75| $ 372,598.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 359,459.75| $ 372,598.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20050325057 COUNTIES : ST. CLAIR LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-5818(200) for constructing the Resurfacing and Traffic Stripe on C.R.#35 from S.R.#53 (U.S.#231) to the Etowah County line. Length 6.770 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 872,750.08 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 945,151.00 108.2957% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20050325057 COUNTIES : ST. CLAIR LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 305A000 5400.000 CUYD| 11.39000 61506.00| 12.00000 64800.00| Borrow, Section 210, For Miscellaneous | | | Use | | | 0020 405A000 5600.000 GAL | 1.15000 6440.00| 2.00000 11200.00| Tack Coat | | | 0030 429A201 7850.000 TON | 39.78000 312273.00| 44.00000 345400.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429B208 10400.000 TON | 36.70000 381680.00| 41.25000 429000.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 49401.00000 49401.00| 40000.00000 40000.00| Mobilization | | | 0060 701A031 14.000 MILE| 1186.75000 16614.50| 1250.00000 17500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0070 701A035 8.000 MILE| 1388.75000 11110.00| 1400.00000 11200.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701A045 5.000 MILE| 883.75000 4418.75| 650.00000 3250.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701C000 10.000 MILE| 585.80000 5858.00| 400.00000 4000.00| Broken Temporary Traffic Stripe | | | 0100 701C001 16.000 MILE| 686.80000 10988.80| 450.00000 7200.00| Solid Temporary Traffic Stripe | | | 0110 703A002 140.000 SQFT| 5.05000 707.00| 2.00000 280.00| Traffic Control Markings, Class 2, Type | | | A | | | 0120 705A032 380.000 EACH| 5.56000 2112.80| 4.50000 1710.00| Pavement Markers, Class A-H, Type 1-B | | | 0130 705A037 360.000 EACH| 5.56000 2001.60| 4.50000 1620.00| Pavement Markers, Class A-H, Type 2-D | | | 0140 740B000 227.000 SQFT| 7.69000 1745.63| 13.00000 2951.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20050325057 COUNTIES : ST. CLAIR LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740E000 50.000 EACH| 1.00000 50.00| 2.00000 100.00| Cones (36 Inches High) | | | 0160 740O000 1.000 EACH| 5843.00000 5843.00| 4940.00000 4940.00| Pilot Car | | | SECTION TOTALS | $ 872,750.08| $ 945,151.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 872,750.08| $ 945,151.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20050325060 COUNTIES : CRENSHAW LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-021-009-002 for constructing the Resurfacing and Traffic Stripe on S.R.#9 (U.S.#331) from C.R.#50 at Fullers Crossroads to M.P. 70.979 near Highland Home. Length 8.057 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,497,619.59 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,639,160.03 109.4510% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20050325060 COUNTIES : CRENSHAW LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 9.000 EACH| 300.00000 2700.00| 215.00000 1935.00| Mailbox Reset, Single | | | 0020 210D021 2364.000 CUYD| 16.50000 39006.00| 9.00000 21276.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 212A000 851.000 STA | 19.75000 16807.25| 53.50000 45528.50| Machine Grading Shoulders | | | 0040 401B108 113461.000 SQYD| 0.79000 89634.19| 0.80000 90768.80| Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 15711.000 GAL | 0.50000 7855.50| 1.00000 15711.00| Tack Coat | | | 0060 410H000 1.000 EACH| 5000.00000 5000.00| 31900.00000 31900.00| Material Remixing Device | | | 0070 424A361 12962.000 TON | 38.50000 499037.00| 43.85000 568383.70| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 14299.000 TON | 46.15000 659898.85| 47.25000 675627.75| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428C000 85096.000 LF | 0.09000 7658.64| 0.18000 15317.28| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 19000.00000 19000.00| 24885.00000 24885.00| Mobilization | | | 0110 652A100 12.000 ACRE| 426.63000 5119.56| 420.00000 5040.00| Seeding | | | 0120 656A010 12.000 ACRE| 406.32000 4875.84| 400.00000 4800.00| Mulching | | | 0130 665F000 100.000 EACH| 8.13000 813.00| 8.00000 800.00| Hay Bales | | | 0140 665J000 1500.000 LF | 2.79000 4185.00| 2.75000 4125.00| Silt Fence, Type A | | | 0150 665O001 1500.000 LF | 0.10000 150.00| 0.10000 150.00| Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 060 -3 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20050325060 COUNTIES : CRENSHAW LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 666A001 12.000 ACRE| 10.16000 121.92| 10.00000 120.00| Pest Control Treatment | | | 0170 680A000 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| Engineering Controls | | | 0180 701A028 17.000 MILE| 1650.66000 28061.22| 1625.00000 27625.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A046 6.000 MILE| 1066.58000 6399.48| 1050.00000 6300.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 8.000 MILE| 1863.98000 14911.84| 1835.00000 14680.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701C000 18.000 MILE| 507.90000 9142.20| 500.00000 9000.00| Broken Temporary Traffic Stripe | | | 0220 701C001 72.000 MILE| 589.16000 42419.52| 580.00000 41760.00| Solid Temporary Traffic Stripe | | | 0230 701D007 1.000 MILE| 1777.64000 1777.64| 1750.00000 1750.00| Solid Traffic Stripe Removed (Paint) | | | 0240 701D008 1.000 MILE| 1777.64000 1777.64| 1750.00000 1750.00| Solid Traffic Stripe Removed (Plastic) | | | 0250 701D014 1.000 MILE| 1523.69000 1523.69| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0260 701D015 1.000 MILE| 1523.69000 1523.69| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0270 703A002 734.000 SQFT| 2.54000 1864.36| 2.50000 1835.00| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703D001 584.000 SQFT| 1.52000 887.68| 1.50000 876.00| Temporary Traffic Control Markings | | | 0290 705A030 26.000 EACH| 5.08000 132.08| 5.00000 130.00| Pavement Markers, Class A-H, Type 2-C | | | 0300 705A032 180.000 EACH| 5.08000 914.40| 5.00000 900.00| Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 687.000 EACH| 5.08000 3489.96| 5.00000 3435.00| Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 1522.000 SQFT| 8.02000 12206.44| 8.00000 12176.00| Construction Signs | | | 0330 740E000 150.000 EACH| 1.00000 150.00| 6.50000 975.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 060 -4 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20050325060 COUNTIES : CRENSHAW LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740M001 150.000 EACH| 0.50000 75.00| 4.00000 600.00| Ballast For Cone | | | 0350 740O000 1.000 EACH| 3500.00000 3500.00| 5000.00000 5000.00| Pilot Car | | | SECTION TOTALS | $ 1,497,619.59| $ 1,639,160.03| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,497,619.59| $ 1,639,160.03| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 065 -1 VENDOR RANKING CALL ORDER : 065 CONTRACT ID : 20050325065 COUNTIES : FAYETTE LETTING DATE : 03/25/05 10:00 AM DIVISION : 05 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-305-291-102-501 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#102 from S.R.#13 at Fowlers Crossroads to the Walker County line. Length 8.159 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,561,810.99 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,610,993.17 103.1490% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 065 -2 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20050325065 COUNTIES : FAYETTE LETTING DATE : 03/25/05 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 200.00000 200.00| 269.39000 269.39| Mailbox Reset, Single | | | 0020 210D021 3129.000 CUYD| 9.00000 28161.00| 16.22000 50752.38| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 212A000 862.000 STA | 6.00000 5172.00| 9.16000 7895.92| Machine Grading Shoulders | | | 0040 305B060 1800.000 TON | 18.50000 33300.00| 18.49000 33282.00| Crushed Aggregate, Section 825, 1" Down | | | 0050 401B100 114879.000 SQYD| 1.23000 141301.17| 1.11000 127515.69| Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 4425.000 GAL | 1.15000 5088.75| 1.27000 5619.75| Tack Coat | | | 0070 408A051 114879.000 SQYD| 1.15000 132110.85| 0.89000 102242.31| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0080 410C000 1.000 EACH| 4000.00000 4000.00| 4751.35000 4751.35| Contractor Retained Profilograph | | | 0090 410H000 1.000 EACH| 30000.00000 30000.00| 31840.99000 31840.99| Material Remixing Device | | | 0100 424A360 5781.000 TON | 46.82000 270666.42| 50.02000 289165.62| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A361 2177.000 TON | 45.27000 98552.79| 46.02000 100185.54| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424A366 853.000 TON | 53.52000 45652.56| 57.91000 49397.23| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424A370 500.000 TON | 63.50000 31750.00| 66.49000 33245.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 065 -3 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20050325065 COUNTIES : FAYETTE LETTING DATE : 03/25/05 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B651 11062.000 TON | 44.50000 492259.00| 44.29000 489935.98| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0150 424B654 500.000 TON | 65.00000 32500.00| 76.34000 38170.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 600A000 LUMP| 45000.00000 45000.00| 22017.06000 22017.06| Mobilization | | | 0170 651B000 16.000 TON | 32.45000 519.20| 56.40000 902.40| Agricultural Limestone | | | 0180 651C000 6.000 TON | 217.80000 1306.80| 563.96000 3383.76| 8-8-8 Commercial Fertilizer | | | 0190 652A100 8.000 ACRE| 575.00000 4600.00| 724.44000 5795.52| Seeding | | | 0200 656A010 8.000 ACRE| 575.00000 4600.00| 724.45000 5795.60| Mulching | | | 0210 659A001 38293.000 SQYD| 0.90000 34463.70| 1.13000 43271.09| Erosion Control Netting, Class B | | | 0220 665F000 816.000 EACH| 6.50000 5304.00| 8.15000 6650.40| Hay Bales | | | 0230 665J000 8160.000 LF | 2.95000 24072.00| 3.70000 30192.00| Silt Fence, Type A | | | 0240 665O001 8160.000 LF | 0.50000 4080.00| 0.63000 5140.80| Silt Fence Removal | | | 0250 701A028 17.000 MILE| 1650.00000 28050.00| 2089.84000 35527.28| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0260 701A046 6.000 MILE| 1050.00000 6300.00| 1329.90000 7979.40| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701A048 9.000 MILE| 1850.00000 16650.00| 2343.16000 21088.44| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0280 701C000 12.000 MILE| 550.00000 6600.00| 696.61000 8359.32| Broken Temporary Traffic Stripe | | | 0290 701C001 18.000 MILE| 650.00000 11700.00| 823.27000 14818.86| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 065 -4 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20050325065 COUNTIES : FAYETTE LETTING DATE : 03/25/05 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703A002 532.000 SQFT| 2.50000 1330.00| 3.17000 1686.44| Traffic Control Markings, Class 2, Type | | | A | | | 0310 703D001 1064.000 SQFT| 1.50000 1596.00| 1.90000 2021.60| Temporary Traffic Control Markings | | | 0320 705A032 363.000 EACH| 5.50000 1996.50| 6.97000 2530.11| Pavement Markers, Class A-H, Type 1-B | | | 0330 705A037 934.000 EACH| 5.50000 5137.00| 6.97000 6509.98| Pavement Markers, Class A-H, Type 2-D | | | 0340 740B000 385.000 SQFT| 7.25000 2791.25| 9.67000 3722.95| Construction Signs | | | 0350 740O000 1.000 EACH| 5000.00000 5000.00| 19331.01000 19331.01| Pilot Car | | | SECTION TOTALS | $ 1,561,810.99| $ 1,610,993.17| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,561,810.99| $ 1,610,993.17| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 066 -1 VENDOR RANKING CALL ORDER : 066 CONTRACT ID : 20050325066 COUNTIES : HOUSTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-351-053-501 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#53 (U.S.#231 Business) from S.R.#1 (U.S.#431 Business) to S.R.#210 (U.S.#84) in Dothan. Length 1.879 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 654,979.35 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 719,699.29 109.8812% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 066 -2 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20050325066 COUNTIES : HOUSTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 3.000 EACH| 100.00000 300.00| 125.00000 375.00| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 110.00000 110.00| 175.00000 175.00| Mailbox Reset, Double | | | 0030 405A000 9233.000 GAL | 0.50000 4616.50| 0.50000 4616.50| Tack Coat | | | 0040 408A052 92331.000 SQYD| 0.97000 89561.07| 0.95000 87714.45| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 7618.000 TON | 51.84000 394917.12| 56.25000 428512.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 200.000 TON | 62.35000 12470.00| 55.00000 11000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 36000.00000 36000.00| 69500.00000 69500.00| Mobilization | | | 0080 680A000 LUMP| 1500.00000 1500.00| 4500.00000 4500.00| Engineering Controls | | | 0090 701A028 6.000 MILE| 1625.00000 9750.00| 1625.00000 9750.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A041 6.000 MILE| 1050.00000 6300.00| 1050.00000 6300.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701A046 2.000 MILE| 1050.00000 2100.00| 1050.00000 2100.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 3.000 MILE| 1830.00000 5490.00| 1830.00000 5490.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 2082.000 LF | 0.85000 1769.70| 0.85000 1769.70| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0140 701C000 22.000 MILE| 550.00000 12100.00| 550.00000 12100.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 066 -3 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20050325066 COUNTIES : HOUSTON LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C001 27.000 MILE| 650.00000 17550.00| 650.00000 17550.00| Solid Temporary Traffic Stripe | | | 0160 701D007 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Paint) | | | 0170 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Plastic) | | | 0180 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0190 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0200 703A002 6893.000 SQFT| 2.50000 17232.50| 2.50000 17232.50| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 1688.000 SQFT| 3.50000 5908.00| 3.50000 5908.00| Traffic Control Legends, Class 2, Type | | | 0220 703D001 4957.000 SQFT| 1.50000 7435.50| 1.50000 7435.50| Temporary Traffic Control Markings | | | 0230 703E001 545.000 SQFT| 1.50000 817.50| 1.50000 817.50| Temporary Traffic Control Legends | | | 0240 705A030 316.000 EACH| 5.00000 1580.00| 5.00000 1580.00| Pavement Markers, Class A-H, Type 2-C | | | 0250 705A032 615.000 EACH| 5.00000 3075.00| 5.00000 3075.00| Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 174.000 EACH| 5.00000 870.00| 5.00000 870.00| Pavement Markers, Class A-H, Type 2-D | | | 0270 705A038 266.000 EACH| 5.00000 1330.00| 5.00000 1330.00| Pavement Markers, Class A-H, Type 2-E | | | 0280 740B000 793.000 SQFT| 7.90000 6264.70| 7.88000 6248.84| Construction Signs | | | 0290 740C000 32.000 SQFT| 8.42000 269.44| 8.40000 268.80| Special Construction Signs | | | 0300 740E000 300.000 EACH| 13.42000 4026.00| 10.00000 3000.00| Cones (36 Inches High) | | | 0310 740M001 300.000 EACH| 8.70000 2610.00| 5.00000 1500.00| Ballast For Cone | | | 0320 741C010 2.000 EACH| 1263.16000 2526.32| 1240.00000 2480.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 654,979.35| $ 719,699.29| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 654,979.35| $ 719,699.29| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 067 -1 VENDOR RANKING CALL ORDER : 067 CONTRACT ID : 20050325067 COUNTIES : COFFEE DALE LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 HENRY CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-162-125-501 for constructing the Resurfacing (Macro-Surfacing) and 99-307-234-134-501 Traffic Stripe on S.R.#125 from S.R.#167 to the Pike county 99-307-341-134-501 line and on S.R.#134 from C.R.#67 in Midland City to the west city limit of Headland. Length 13.121 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23018 CHARLES E. WATTS, INC. $ 673,744.50 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 067 -2 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20050325067 COUNTIES : COFFEE DALE LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 HENRY ==================================================================================================================================== |( 1 ) 23018 |( 2 ) 23024 |( ) |CHARLES E. WATTS, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 9.000 EACH| 400.00000 3600.00| | Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 550.00000 550.00| | Mailbox Reset, Double | | | 0030 404G000 186425.000 SQYD| 2.14000 398949.50| | Pavement Surfacing Macro-Surfacing | | | 0040 600A000 LUMP| 61000.00000 61000.00| | Mobilization | | | 0050 680A000 LUMP| 2000.00000 2000.00| | Engineering Controls | | | 0060 701A028 28.000 MILE| 1950.00000 54600.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0070 701A046 11.000 MILE| 1500.00000 16500.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0080 701A048 11.000 MILE| 2225.00000 24475.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0090 701B009 342.000 LF | 1.75000 598.50| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0100 701C000 11.000 MILE| 700.00000 7700.00| | Broken Temporary Traffic Stripe | | | 0110 701C001 37.000 MILE| 800.00000 29600.00| | Solid Temporary Traffic Stripe | | | 0120 701D007 3.000 MILE| 1875.00000 5625.00| | Solid Traffic Stripe Removed (Paint) | | | 0130 701D008 3.000 MILE| 1900.00000 5700.00| | Solid Traffic Stripe Removed (Plastic) | | | 0140 701D014 3.000 MILE| 1750.00000 5250.00| | Broken Traffic Stripe Removed (Paint) | | | 0150 701D015 3.000 MILE| 1800.00000 5400.00| | Broken Traffic Stripe Removed (Plastic) | | | 0160 703A002 1079.000 SQFT| 4.00000 4316.00| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 067 -3 TABULATION OF BIDS CALL ORDER : 067 CONTRACT ID : 20050325067 COUNTIES : COFFEE DALE LETTING DATE : 03/25/05 10:00 AM DIVISION : 07 HENRY ==================================================================================================================================== |( 1 ) 23018 |( 2 ) 23024 |( ) |CHARLES E. WATTS, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 703B002 114.000 SQFT| 4.75000 541.50| | Traffic Control Legends, Class 2, Type | | | 0180 703D001 117.000 SQFT| 3.00000 351.00| | Temporary Traffic Control Markings | | | 0190 703E001 69.000 SQFT| 3.00000 207.00| | Temporary Traffic Control Legends | | | 0200 705A030 12.000 EACH| 9.00000 108.00| | Pavement Markers, Class A-H, Type 2-C | | | 0210 705A032 852.000 EACH| 8.00000 6816.00| | Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 1113.000 EACH| 8.00000 8904.00| | Pavement Markers, Class A-H, Type 2-D | | | 0230 705A038 216.000 EACH| 8.00000 1728.00| | Pavement Markers, Class A-H, Type 2-E | | | 0240 740B000 1330.000 SQFT| 12.50000 16625.00| | Construction Signs | | | 0250 740E000 200.000 EACH| 7.00000 1400.00| | Cones (36 Inches High) | | | 0260 740M001 200.000 EACH| 1.00000 200.00| | Ballast For Cone | | | 0270 740O000 2.000 EACH| 5500.00000 11000.00| | Pilot Car | | | SECTION TOTALS | $ 673,744.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 673,744.50| $ 719,699.29| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 068 -1 VENDOR RANKING CALL ORDER : 068 CONTRACT ID : 20050325068 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-403-371-000-510 for the Maintenance Roadside Mowing along I-20, I-59, I-65 & I-459 at various locations as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23078 J. WEST, INC. $ 356,039.99 100.0000% 2 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 372,144.00 104.5231% 3 03062 COOK CONTRACTORS, INC. $ 401,536.00 112.7783% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 068 -2 TABULATION OF BIDS CALL ORDER : 068 CONTRACT ID : 20050325068 COUNTIES : JEFFERSON LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23078 |( 2 ) 02040 |( 3 ) 03062 |J. WEST, INC. |BENTLEY TURF AND LANDSCAPE, |COOK CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 118509.33000 355527.99| 122000.00000 366000.00| 132480.00000 397440.00 Maintenance Roadside Mowing | | | (Approximately 2760 Acres) | | | 0020 740B000 512.000 SQFT| 1.00000 512.00| 12.00000 6144.00| 8.00000 4096.00 Construction Signs | | | SECTION TOTALS | $ 356,039.99| $ 372,144.00| $ 401,536.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 356,039.99| $ 372,144.00| $ 401,536.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 069 -1 VENDOR RANKING CALL ORDER : 069 CONTRACT ID : 20050325069 COUNTIES : SHELBY LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-403-595-000-511 for the Maintenance Roadside Mowing along I-65 and S.R.#38 (U.S.#280) at sites as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 84,072.00 100.0000% 2 03062 COOK CONTRACTORS, INC. $ 90,120.20 107.1941% 3 23078 J. WEST, INC. $ 103,919.98 123.6083% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 069 -2 TABULATION OF BIDS CALL ORDER : 069 CONTRACT ID : 20050325069 COUNTIES : SHELBY LETTING DATE : 03/25/05 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 03062 |( 3 ) 23078 |BENTLEY TURF AND LANDSCAPE, |COOK CONTRACTORS, INC. |J. WEST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 27000.00000 81000.00| 29357.40000 88072.20| 34554.66000 103663.98 Maintenance Roadside Mowing | | | (Approximately 866 Acres) | | | 0020 740B000 256.000 SQFT| 12.00000 3072.00| 8.00000 2048.00| 1.00000 256.00 Construction Signs | | | SECTION TOTALS | $ 84,072.00| $ 90,120.20| $ 103,919.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 84,072.00| $ 90,120.20| $ 103,919.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 070 -1 VENDOR RANKING CALL ORDER : 070 CONTRACT ID : 20050325070 COUNTIES : MARSHALL LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-801-484-240-401 for constructing the Widening, Resurfacing, Drainage and Traffic Stripe on the entrance road to Guntersville State Park including parking lots. Length 0.222 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 149,667.10 100.0000% 2 03094 CATOMA CONTRACTING, INC. $ 152,860.55 102.1337% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 070 -2 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20050325070 COUNTIES : MARSHALL LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 03094 |( ) |WHITAKER CONTRACTING CORPOR |CATOMA CONTRACTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E000 4.000 EACH| 500.00000 2000.00| 100.00000 400.00| Removing Headwalls | | | 0020 210A000 109.000 CUYD| 9.90000 1079.10| 8.50000 926.50| Unclassified Excavation | | | 0030 210D001 1015.000 CUYD| 11.20000 11368.00| 12.50000 12687.50| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 214A000 40.000 CUYD| 15.00000 600.00| 20.00000 800.00| Structure Excavation | | | 0050 214B000 17.000 CUYD| 25.00000 425.00| 35.00000 595.00| Foundation Backfill, Local | | | 0060 301A012 2338.000 SQYD| 4.75000 11105.50| 4.10000 9585.80| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 2162.000 SQYD| 1.25000 2702.50| 1.00000 2162.00| Bituminous Treatment A | | | 0080 405A000 195.000 GAL | 1.50000 292.50| 1.00000 195.00| Tack Coat | | | 0090 424A340 427.000 TON | 48.85000 20858.95| 50.50000 21563.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 424B636 291.000 TON | 48.85000 14215.35| 54.75000 15932.25| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0110 530A101 48.000 LF | 30.00000 1440.00| 30.00000 1440.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0120 530A103 8.000 LF | 50.00000 400.00| 60.00000 480.00| 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0130 600A000 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| Mobilization | | | 0140 614A000 25.000 CUYD| 400.00000 10000.00| 175.00000 4375.00| Slope Paving | | | 0150 619A002 3.000 EACH| 750.00000 2250.00| 685.00000 2055.00| 18" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 070 -3 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20050325070 COUNTIES : MARSHALL LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 03094 |( ) |WHITAKER CONTRACTING CORPOR |CATOMA CONTRACTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 619A004 1.000 EACH| 850.00000 850.00| 1500.00000 1500.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0170 620A000 1.000 CUYD| 1000.00000 1000.00| 300.00000 300.00| Minor Structure Concrete | | | 0180 623B000 470.000 LF | 15.00000 7050.00| 12.50000 5875.00| Concrete Curb, Type N | | | 0190 623B001 30.000 LF | 50.00000 1500.00| 18.75000 562.50| Concrete Curb, Type N Special | | | 0200 650B000 49.000 CUYD| 6.80000 333.20| 18.00000 882.00| Topsoil From Stockpiles | | | 0210 652A100 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| Seeding | | | 0220 656A010 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| Mulching | | | 0230 665J000 1557.000 LF | 2.50000 3892.50| 3.50000 5449.50| Silt Fence, Type A | | | 0240 665O001 1557.000 LF | 1.00000 1557.00| 1.00000 1557.00| Silt Fence Removal | | | 0250 665Q001 120.000 LF | 8.80000 1056.00| 5.75000 690.00| 20 Inch Wattle | | | 0260 666A001 1.000 ACRE| 100.00000 100.00| 500.00000 500.00| Pest Control Treatment | | | 0270 680A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| Engineering Controls | | | 0280 701A028 1.000 MILE| 1800.00000 1800.00| 4500.00000 4500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0290 701A048 1.000 MILE| 1800.00000 1800.00| 4500.00000 4500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0300 701B009 34.000 LF | 2.00000 68.00| 5.00000 170.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0310 703A002 1492.000 SQFT| 5.00000 7460.00| 5.00000 7460.00| Traffic Control Markings, Class 2, Type | | | A | | | 0320 703B002 90.000 SQFT| 6.00000 540.00| 10.00000 900.00| Traffic Control Legends, Class 2, Type | | | 0330 705A030 45.000 EACH| 6.00000 270.00| 10.00000 450.00| Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 070 -4 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20050325070 COUNTIES : MARSHALL LETTING DATE : 03/25/05 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 03094 |( ) |WHITAKER CONTRACTING CORPOR |CATOMA CONTRACTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 705A032 102.000 EACH| 6.00000 612.00| 10.00000 1020.00| Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 16.000 EACH| 6.00000 96.00| 10.00000 160.00| Pavement Markers, Class A-H, Type 2-D | | | 0360 705A038 25.000 EACH| 6.00000 150.00| 10.00000 250.00| Pavement Markers, Class A-H, Type 2-E | | | 0370 710A115 19.000 SQFT| 18.25000 346.75| 16.50000 313.50| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0380 710A126 33.000 SQFT| 18.25000 602.25| 16.50000 544.50| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 0390 710B001 70.000 LF | 9.25000 647.50| 8.00000 560.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0400 740B000 474.000 SQFT| 8.50000 4029.00| 13.50000 6399.00| Construction Signs | | | 0410 740D000 40.000 EACH| 50.00000 2000.00| 65.00000 2600.00| Channelizing Drums | | | 0420 740E000 20.000 EACH| 10.00000 200.00| 11.00000 220.00| Cones (36 Inches High) | | | 0430 740F002 5.000 EACH| 300.00000 1500.00| 190.00000 950.00| Barricades, Type III | | | 0440 740I005 2.000 EACH| 225.00000 450.00| 95.00000 190.00| Warning Lights, Type B (Detachable Head | | | 0450 740M001 20.000 EACH| 1.00000 20.00| 8.00000 160.00| Ballast For Cone | | | SECTION TOTALS | $ 149,667.10| $ 152,860.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 149,667.10| $ 152,860.55| $ ====================================================================================================================================