ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 CONTRACT TIME : 09/01/05 COMPLETION DATE CONTRACT DESCRIPTION : AUBURN-OPELIKA PROJECT(S) : STPOA-0015(507) for constructing the Roadway Improvements (Grade, Drain, IM-I085(318) Pave, Bridges, Signals, & Lighting) on U.S.#29 from south of C.R.#10 to north of I-85 in Auburn. Length - 1.712 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19007 SCOTT BRIDGE COMPANY, INC. $ 15,427,824.88 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 16,427,193.64 106.4777% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 240000.00000 240000.00| 258000.00000 258000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 86 ACRES) | | | 0020 206A000 LUMP| 40000.00000 40000.00| 26000.00000 26000.00| Removal Of Old Bridge, Station 81+57.73 | | | 0030 206A001 LUMP| 120000.00000 120000.00| 775000.00000 775000.00| Removal Of Old Bridge, Station 106+05 | | | 0040 206B000 LUMP| 23400.00000 23400.00| 7500.00000 7500.00| Removal Of Old Box Culvert, Station | | | 53+75 | | | 0050 206B001 LUMP| 18500.00000 18500.00| 7500.00000 7500.00| Removal Of Old Box Culvert, Station | | | 62+45 | | | 0060 206C001 15277.000 SQYD| 20.00000 305540.00| 16.50000 252070.50| Removing Concrete Pavement | | | 0070 206C010 1974.000 SQYD| 3.50000 6909.00| 10.50000 20727.00| Removing Concrete Driveway | | | 0080 206D000 984.000 LF | 9.50000 9348.00| 5.25000 5166.00| Removing Pipe | | | 0090 206D001 3925.000 LF | 1.25000 4906.25| 2.50000 9812.50| Removing Guardrail | | | 0100 206D003 4037.000 LF | 4.00000 16148.00| 6.25000 25231.25| Removing Curb And Gutter | | | 0110 206D011 6728.000 LF | 2.50000 16820.00| 1.50000 10092.00| Removing Fence | | | 0120 210A000 116739.000 CUYD| 3.30000 385238.70| 9.75000 1138205.25| Unclassified Excavation | | | 0130 210D000 55807.000 CUYD| 8.90000 496682.30| 0.01000 558.07| Borrow Excavation | | | 0140 210F001 2871.000 TON | 16.50000 47371.50| 22.00000 63162.00| Borrow Excavation (Underwater | | | Embankment) | | | 0150 214A000 1635.000 CUYD| 6.40000 10464.00| 6.00000 9810.00| Structure Excavation | | | 0160 214B001 607.000 CUYD| 9.80000 5948.60| 27.75000 16844.25| Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 215A000 446.000 CUYD| 30.00000 13380.00| 45.00000 20070.00| Unclassified Bridge Excavation | | | 0180 215B000 LUMP| 95000.00000 95000.00| 60000.00000 60000.00| Cofferdams Or Sheeting And Shoring, | | | STATION 106+14.6 | | | 0190 231B002 24674.000 TON | 17.25000 425626.50| 16.25000 400952.50| Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0200 301A008 201687.000 SQYD| 4.50000 907591.50| 6.85000 1381555.95| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0210 301A009 13704.000 SQYD| 4.75000 65094.00| 7.14000 97846.56| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5.25" Compacted Thickness | | | 0220 301A012 35471.000 SQYD| 5.45000 193316.95| 8.02000 284477.42| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0230 401A000 122101.000 SQYD| 0.72000 87912.72| 0.72000 87912.72| Bituminous Treatment A | | | 0240 401B100 4062.000 SQYD| 2.50000 10155.00| 2.50000 10155.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0250 401B107 36831.000 SQYD| 2.50000 92077.50| 2.50000 92077.50| Bituminous Treatment KG (With Polymer | | | Additive) | | | 0260 405A000 10214.000 GAL | 1.80000 18385.20| 1.80000 18385.20| Tack Coat | | | 0270 408A051 8821.000 SQYD| 8.65000 76301.65| 8.65000 76301.65| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0280 410B000 1.000 EACH| 12000.00000 12000.00| 12000.00000 12000.00| State Furnished Profilograph | | | 0290 423A003 3073.000 TON | 56.97000 175068.81| 56.97000 175068.81| Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0300 423B002 2263.000 TON | 54.50000 123333.50| 54.51000 123356.13| Stone Matrix Asphalt Binder Layer, 3/4" | | | Maximum Aggregate Size | | | 0310 424A281 364.000 TON | 72.40000 26353.60| 72.40000 26353.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424A360 4949.000 TON | 45.00000 222705.00| 44.78000 221616.22| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0330 424B581 8250.000 TON | 41.00000 338250.00| 40.80000 336600.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0340 424B650 13168.000 TON | 42.30000 557006.40| 42.30000 557006.40| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 424B655 140.000 TON | 100.00000 14000.00| 100.00000 14000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0360 424B681 11697.000 TON | 41.00000 479577.00| 40.63000 475249.11| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0370 424B689 5536.000 TON | 41.00000 226976.00| 40.63000 224927.68| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0380 424C281 3526.000 TON | 41.00000 144566.00| 40.91000 144248.66| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0390 424C361 10502.000 TON | 41.60000 436883.20| 41.58000 436673.16| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0400 430B012 1000.000 TON | 16.50000 16500.00| 16.85000 16850.00| Aggregate Surfacing (ALDOT #410 Or #467 | | | 0410 450B000 623.000 SQYD| 100.00000 62300.00| 100.00000 62300.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0420 502A000 188200.000 LB | 0.85000 159970.00| 0.65000 122330.00| Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 502B000 LUMP| 90000.00000 90000.00| 63000.00000 63000.00| Steel Reinforcement For Bridge | | | Superstructure, STATION 81+53.0, Approx.| | | 96300 Lbs. | | | 0440 502B001 LUMP| 300000.00000 300000.00| 205000.00000 205000.00| Steel Reinforcement For Bridge | | | Superstructure Station 106+14.60, | | | Approx. 315800 LBS | | | 0450 505A000 1.000 EACH| 3800.00000 3800.00| 500.00000 500.00| Steel Test Piles (HP 10x42) | | | 0460 505A002 1.000 EACH| 4000.00000 4000.00| 500.00000 500.00| Steel Test Piles (HP 12x53) | | | 0470 505B055 1.000 EACH| 7200.00000 7200.00| 2500.00000 2500.00| Static Loading Tests (HP 10x42) | | | 0480 505B057 1.000 EACH| 7200.00000 7200.00| 2500.00000 2500.00| Static Loading Tests (HP 12x53) | | | 0490 505B085 1.000 EACH| 1500.00000 1500.00| 200.00000 200.00| Dynamic Loading Tests (HP 10x42) | | | 0500 505B087 1.000 EACH| 1500.00000 1500.00| 200.00000 200.00| Dynamic Loading Tests (HP 12x53) | | | 0510 505G002 52.000 EACH| 175.00000 9100.00| 200.00000 10400.00| Pile Points (Type A, 10") | | | 0520 505M000 5540.000 LF | 30.00000 166200.00| 29.00000 160660.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0530 505M002 7000.000 LF | 35.00000 245000.00| 32.00000 224000.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0540 506A008 52.000 LF | 158.00000 8216.00| 158.00000 8216.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0550 506B003 24.000 LF | 945.00000 22680.00| 945.00000 22680.00| Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0560 506C042 76.000 LF | 95.00000 7220.00| 95.00000 7220.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0570 506G002 4.000 EACH| 210.00000 840.00| 210.00000 840.00| Crosshole Sonic Logging, 4'-0" Diameter | | | 0580 508A000 17540.000 LB | 3.70000 64898.00| 2.50000 43850.00| Structural Steel | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 510A000 981.000 CUYD| 580.00000 568980.00| 370.00000 362970.00| Bridge Substructure Concrete, Class A | | | 0600 510C051 LUMP| 210000.00000 210000.00| 200000.00000 200000.00| Bridge Concrete Superstructure, STATION | | | 81+53.0 approx. 442 Cu Yds. | | | 0610 510C052 LUMP| 900000.00000 900000.00| 450000.00000 450000.00| Bridge Concrete Superstructure, Station | | | 106+14.60, Approx. 1507 Cu Yds | | | 0620 510E000 5858.000 SQYD| 2.75000 16109.50| 2.00000 11716.00| Grooving Concrete Bridge Decks | | | 0630 511A072 48.000 EACH| 400.00000 19200.00| 225.00000 10800.00| Elastomeric Bearing Type4(Mark VB3) | | | 0640 511A073 112.000 EACH| 475.00000 53200.00| 275.00000 30800.00| Elastomeric Bearing Type 4(Mark VB4) | | | 0650 513B005 2008.000 LF | 110.00000 220880.00| 120.00000 240960.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0660 513B029 6269.000 LF | 155.00000 971695.00| 150.00000 940350.00| Pretensioned-Prestressed Concrete | | | Girders,Type BT-54 Modified(Speciality | | | Item) | | | 0670 530A001 820.000 LF | 20.00000 16400.00| 22.75000 18655.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0680 530A002 359.000 LF | 29.00000 10411.00| 26.75000 9603.25| 24" Roadway Pipe (Class 3 R.C.) | | | 0690 530A003 444.000 LF | 37.00000 16428.00| 37.00000 16428.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0700 530A006 102.000 LF | 64.00000 6528.00| 74.75000 7624.50| 48" Roadway Pipe (Class 3 R.C.) | | | 0710 530A007 12.000 LF | 86.00000 1032.00| 100.00000 1200.00| 54" Roadway Pipe (Class 3 R.C.) | | | 0720 530B004 348.000 LF | 79.00000 27492.00| 66.75000 23229.00| 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0730 535A001 284.000 LF | 24.00000 6816.00| 22.75000 6461.00| 18" Side Drain Pipe | | | 0740 600A000 LUMP| 1623090.00000 1623090.00| 1950000.00000 1950000.00| Mobilization | | | 0750 601A000 1.000 EACH| 7500.00000 7500.00| 10000.00000 10000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 602A000 49.000 EACH| 150.00000 7350.00| 95.00000 4655.00| Right Of Way Markers | | | 0770 603B000 380.000 LF | 29.00000 11020.00| 9.00000 3420.00| Furnishing Security Fence | | | 0780 603C003 1.000 EACH| 50000.00000 50000.00| 50000.00000 50000.00| Furnishing Type 4 Field Office (State | | | Retained) | | | 0790 606A000 1000.000 LF | 11.00000 11000.00| 10.00000 10000.00| 6" Underdrain Pipe | | | 0800 610C001 3933.000 TON | 28.00000 110124.00| 29.00000 114057.00| Loose Riprap, Class 2 | | | 0810 610D000 2834.000 SQYD| 2.00000 5668.00| 3.50000 9919.00| Filter Blanket | | | 0820 614A000 337.000 CUYD| 150.00000 50550.00| 190.00000 64030.00| Slope Paving | | | 0830 614A001 335.000 CUYD| 260.00000 87100.00| 210.00000 70350.00| Slope Paving (Under Bridges) | | | 0840 619A002 11.000 EACH| 955.00000 10505.00| 400.00000 4400.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0850 619A003 5.000 EACH| 1200.00000 6000.00| 450.00000 2250.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0860 619A007 1.000 EACH| 1390.00000 1390.00| 900.00000 900.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0870 619A008 1.000 EACH| 1800.00000 1800.00| 1100.00000 1100.00| 54" Roadway Pipe End Treatment, Class 1 | | | 0880 619A101 11.000 EACH| 955.00000 10505.00| 400.00000 4400.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0890 619A103 2.000 EACH| 1300.00000 2600.00| 700.00000 1400.00| 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0900 619B019 4.000 EACH| 1310.00000 5240.00| 700.00000 2800.00| 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0910 620A000 2.000 CUYD| 400.00000 800.00| 600.00000 1200.00| Minor Structure Concrete | | | 0920 621A000 6.000 EACH| 1500.00000 9000.00| 1800.00000 10800.00| Junction Boxes, Type 1, 1P Or 5 | | | 0930 621A004 4.000 EACH| 1700.00000 6800.00| 2500.00000 10000.00| Junction Boxes, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 621A013 1.000 EACH| 2800.00000 2800.00| 4000.00000 4000.00| Junction Boxes, Type Special | | | 0950 621B000 1.000 EACH| 600.00000 600.00| 400.00000 400.00| Junction Box Units, Type 1, 1P Or 5 | | | 0960 621B004 4.000 EACH| 575.00000 2300.00| 500.00000 2000.00| Junction Box Units, Type 4 | | | 0970 621B035 1.000 EACH| 800.00000 800.00| 600.00000 600.00| Junction Box Units, Type Special | | | 0980 621C015 4.000 EACH| 2500.00000 10000.00| 1950.00000 7800.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0990 621C017 2.000 EACH| 2700.00000 5400.00| 2000.00000 4000.00| Inlets, Type S1 Or S3 (2 Wing) | | | 1000 621C027 1.000 EACH| 3000.00000 3000.00| 1700.00000 1700.00| Inlets, Type C | | | 1010 621C109 3.000 EACH| 3800.00000 11400.00| 6000.00000 18000.00| Inlets, Type PD | | | 1020 621D015 3.000 EACH| 500.00000 1500.00| 400.00000 1200.00| Inlet Units, Type S1 Or S3 | | | 1030 621D109 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| Inlet Units, Type PD | | | 1040 623A000 276.000 LF | 7.00000 1932.00| 16.00000 4416.00| Concrete Gutter | | | 1050 623C000 2372.000 LF | 8.00000 18976.00| 14.00000 33208.00| Combination Curb & Gutter, Type C | | | 1060 630A001 2758.000 LF | 14.00000 38612.00| 14.00000 38612.00| Steel Beam Guardrail, Class A, Type 2 | | | 1070 630C001 5.000 EACH| 600.00000 3000.00| 600.00000 3000.00| Guardrail End Anchor, Type 8 | | | 1080 630C003 8.000 EACH| 1100.00000 8800.00| 1100.00000 8800.00| Guardrail End Anchor, Type 13 | | | 1090 630C070 12.000 EACH| 1400.00000 16800.00| 1400.00000 16800.00| Guardrail End Anchor, Type 10 Series | | | 1100 634A002 4403.000 LF | 21.00000 92463.00| 16.00000 70448.00| Industrial Fence, 6 Feet High | | | 1110 641A512 75.000 LF | 9.80000 735.00| 14.60000 1095.00| 3/4 Inch Copper Water Service Line Laid | | | 1120 641A516 50.000 LF | 16.00000 800.00| 21.90000 1095.00| 1 1/2 Inch Copper Water Service Line | | | Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 641A614 35.000 LF | 28.00000 980.00| 20.90000 731.50| 8 Inch Ductile Iron Water Main Laid | | | 1140 641A618 498.000 LF | 39.00000 19422.00| 27.90000 13894.20| 12 Inch Ductile Iron Water Main Laid | | | 1150 641A622 9035.000 LF | 47.00000 424645.00| 38.70000 349654.50| 16 Inch Ductile Iron Water Main Laid | | | 1160 641A746 60.000 LF | 24.00000 1440.00| 15.00000 900.00| 6 Inch P.V.C. Water Main Laid | | | 1170 641A748 840.000 LF | 26.00000 21840.00| 16.20000 13608.00| 8 Inch P.V.C. Water Main Laid | | | 1180 641A750 520.000 LF | 32.00000 16640.00| 17.50000 9100.00| 10 Inch P.V.C. Water Main Laid | | | 1190 641C500 10820.000 LB | 2.40000 25968.00| 3.70000 40034.00| Ductile Iron Fittings | | | 1200 641E500 9.000 EACH| 2100.00000 18900.00| 1874.80000 16873.20| Fire Hydrant Reset | | | 1210 641I515 4.000 EACH| 2500.00000 10000.00| 2253.60000 9014.40| 2 Inch Air Release Valve | | | 1220 641J516 8.000 EACH| 565.00000 4520.00| 663.10000 5304.80| 6 Inch Gate Valve with Box | | | 1230 641J518 8.000 EACH| 800.00000 6400.00| 927.70000 7421.60| 8 Inch Gate Valve with Box | | | 1240 641J520 2.000 EACH| 1200.00000 2400.00| 1270.20000 2540.40| 10 Inch Gate Valve with Box | | | 1250 641J522 6.000 EACH| 1310.00000 7860.00| 1549.30000 9295.80| 12 Inch Gate Valve with Box | | | 1260 641K522 14.000 EACH| 2200.00000 30800.00| 2403.90000 33654.60| 16 Inch Butterfly Valve with Box | | | 1270 641L500 51.000 CUYD| 280.00000 14280.00| 85.30000 4350.30| Concrete for Water Mains (Thrust Blocks | | | 1280 641M514 16.000 EACH| 70.00000 1120.00| 57.30000 916.80| 8 Inch Retainer Gland | | | 1290 641M518 32.000 EACH| 120.00000 3840.00| 100.00000 3200.00| 12 Inch Retainer Gland | | | 1300 641M522 130.000 EACH| 180.00000 23400.00| 164.60000 21398.00| 16 Inch Retainer Gland | | | 1310 641P600 15.000 EACH| 950.00000 14250.00| 2559.90000 38398.50| Wet Connections | | | 1320 641R510 5.000 EACH| 360.00000 1800.00| 414.50000 2072.50| 3/4 Inch Water Meter And Box Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 649A565 20.000 LF | 133.00000 2660.00| 256.00000 5120.00| 30 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1340 649A635 266.000 LF | 110.00000 29260.00| 121.90000 32425.40| 12 Inch Steel Encasement Pipe,Type 2 | | | Installation | | | 1350 649A660 88.000 LF | 220.00000 19360.00| 213.30000 18770.40| 24 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1360 649A665 150.000 LF | 290.00000 43500.00| 256.00000 38400.00| 30 Inch Steel Encasement Pipe,Type 2 | | | Installation | | | 1370 650B000 14548.000 CUYD| 4.50000 65466.00| 7.50000 109110.00| Topsoil From Stockpiles | | | 1380 652A054 22.000 ACRE| 450.00000 9900.00| 800.00000 17600.00| Seeding (Mix 2A) | | | 1390 652A056 5.000 ACRE| 450.00000 2250.00| 800.00000 4000.00| Seeding (Mix 2E) | | | 1400 652B053 22.000 ACRE| 400.00000 8800.00| 450.00000 9900.00| Temporary Seeding (Mix 2AT) | | | 1410 652D054 22.000 ACRE| 450.00000 9900.00| 600.00000 13200.00| Seeding In Stubble (Mix 2A) | | | 1420 654A000 2631.000 SQYD| 3.00000 7893.00| 4.50000 11839.50| Solid Sodding | | | 1430 656A000 44.000 ACRE| 450.00000 19800.00| 550.00000 24200.00| Mulching, Class A, Type 1 | | | 1440 656A001 5.000 ACRE| 450.00000 2250.00| 600.00000 3000.00| Mulching, Class A, Type 2 | | | 1450 659A000 2000.000 SQYD| 1.65000 3300.00| 2.00000 4000.00| Erosion Control Netting, Class A | | | 1460 665A000 10.000 ACRE| 400.00000 4000.00| 400.00000 4000.00| Temporary Seeding | | | 1470 665B000 10.000 ACRE| 400.00000 4000.00| 450.00000 4500.00| Temporary Mulching | | | 1480 665C000 200.000 LF | 20.00000 4000.00| 20.50000 4100.00| 15" Temporary Pipe | | | 1490 665F000 619.000 EACH| 9.00000 5571.00| 6.00000 3714.00| Hay Bales | | | 1500 665G000 50.000 EACH| 12.00000 600.00| 6.00000 300.00| Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1510 665I000 500.000 TON | 48.00000 24000.00| 29.00000 14500.00| Temporary Riprap, Class 2 | | | 1520 665J000 14890.000 LF | 4.00000 59560.00| 3.50000 52115.00| Silt Fence, Type A | | | 1530 665K000 820.000 CUYD| 20.00000 16400.00| 5.00000 4100.00| Drainage Sump Excavation | | | 1540 665L000 460.000 LF | 21.00000 9660.00| 18.00000 8280.00| Floating Basin Boom | | | 1550 665N000 20.000 TON | 25.00000 500.00| 18.85000 377.00| Temporary Coarse Aggregate For Inlet | | | Protection | | | 1560 680A000 LUMP| 174510.00000 174510.00| 430000.00000 430000.00| Engineering Controls | | | 1570 701A028 8.000 MILE| 1780.00000 14240.00| 1600.00000 12800.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1580 701A032 3.000 MILE| 1780.00000 5340.00| 1600.00000 4800.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1590 701A041 7.000 MILE| 1150.00000 8050.00| 1300.00000 9100.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1600 701A046 3.000 MILE| 1150.00000 3450.00| 1300.00000 3900.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1610 701A048 5.000 MILE| 1950.00000 9750.00| 1880.00000 9400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1620 701B009 6772.000 LF | 1.00000 6772.00| 1.20000 8126.40| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1630 701B016 406.000 LF | 5.50000 2233.00| 5.00000 2030.00| Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 1640 701C000 7.000 MILE| 490.00000 3430.00| 400.00000 2800.00| Broken Temporary Traffic Stripe | | | 1650 701C001 29.000 MILE| 675.00000 19575.00| 500.00000 14500.00| Solid Temporary Traffic Stripe | | | 1660 701C003 10.000 MILE| 675.00000 6750.00| 500.00000 5000.00| Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1670 701C005 2.000 MILE| 7500.00000 15000.00| 7800.00000 15600.00| Solid Temporary Traffic Stripe (Tape) | | | 1680 701D007 4.000 MILE| 1250.00000 5000.00| 1800.00000 7200.00| Solid Traffic Stripe Removed (Paint) | | | 1690 701D008 6.000 MILE| 2000.00000 12000.00| 2500.00000 15000.00| Solid Traffic Stripe Removed (Plastic) | | | 1700 701D009 2.000 MILE| 2000.00000 4000.00| 2800.00000 5600.00| Solid Traffic Stripe Removed (Tape) | | | 1710 701D014 4.000 MILE| 1600.00000 6400.00| 1300.00000 5200.00| Broken Traffic Stripe Removed (Paint) | | | 1720 701D015 4.000 MILE| 1600.00000 6400.00| 1700.00000 6800.00| Broken Traffic Stripe Removed (Plastic) | | | 1730 701G121 1180.000 LF | 3.50000 4130.00| 4.00000 4720.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1740 701G125 1724.000 LF | 6.00000 10344.00| 6.50000 11206.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1750 701G129 340.000 LF | 3.75000 1275.00| 4.00000 1360.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1760 701G133 1180.000 LF | 6.30000 7434.00| 6.50000 7670.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1770 703A002 25830.000 SQFT| 2.85000 73615.50| 2.60000 67158.00| Traffic Control Markings, Class 2, Type | | | A | | | 1780 703A010 514.000 SQFT| 23.00000 11822.00| 20.00000 10280.00| Traffic Control Markings,Class 3W,Type | | | 1790 703B002 908.000 SQFT| 3.50000 3178.00| 3.20000 2905.60| Traffic Control Legends, Class 2, Type | | | 1800 703B010 90.000 SQFT| 28.00000 2520.00| 30.00000 2700.00| Traffic Control Legends,Class 3W,Type A | | | 1810 703C000 200.000 SQFT| 3.00000 600.00| 3.00000 600.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1820 703C001 200.000 SQFT| 3.00000 600.00| 5.00000 1000.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1830 703D001 200.000 SQFT| 1.50000 300.00| 1.70000 340.00| Temporary Traffic Control Markings | | | 1840 703E001 200.000 SQFT| 1.50000 300.00| 1.90000 380.00| Temporary Traffic Control Legends | | | 1850 705A008 102.000 EACH| 25.00000 2550.00| 20.00000 2040.00| Pavement Markers, Class B, Type 1-A(6 | | | Inch Dia.) | | | 1860 705A011 2125.000 EACH| 6.00000 12750.00| 6.00000 12750.00| Pavement Markers, Class C, Type 1-A | | | 1870 705A012 1015.000 EACH| 6.00000 6090.00| 6.00000 6090.00| Pavement Markers, Class C, Type 1-B | | | 1880 705A022 865.000 EACH| 6.00000 5190.00| 6.60000 5709.00| Pavement Markers, Class C, Type 2-C | | | 1890 705A023 684.000 EACH| 6.00000 4104.00| 6.50000 4446.00| Pavement Markers, Class C, Type 2-D | | | 1900 705A030 312.000 EACH| 5.50000 1716.00| 5.80000 1809.60| Pavement Markers, Class A-H, Type 2-C | | | 1910 705A031 940.000 EACH| 5.50000 5170.00| 5.60000 5264.00| Pavement Markers, Class A-H, Type 1-A | | | 1920 705A032 698.000 EACH| 5.50000 3839.00| 5.60000 3908.80| Pavement Markers, Class A-H, Type 1-B | | | 1930 705A037 454.000 EACH| 5.50000 2497.00| 5.70000 2587.80| Pavement Markers, Class A-H, Type 2-D | | | 1940 705A038 324.000 EACH| 5.50000 1782.00| 5.80000 1879.20| Pavement Markers, Class A-H, Type 2-E | | | 1950 710A115 13.000 SQFT| 20.00000 260.00| 30.00000 390.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1960 710B001 26.000 LF | 10.00000 260.00| 10.00000 260.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1970 726A000 7980.000 LF | 17.00000 135660.00| 19.50000 155610.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1980 726A001 120.000 LF | 85.00000 10200.00| 50.00000 6000.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 1990 726D021 4.000 EACH| 5000.00000 20000.00| 5500.00000 22000.00| Portable Impact AttenuatorAssembly | | | (Bi-directional, TL-2) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2000 726D025 8.000 EACH| 7000.00000 56000.00| 6000.00000 48000.00| Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 2010 730A000 LUMP| 750.00000 750.00| 750.00000 750.00| Removal Of Existing Traffic Control | | | Unit (US - 29 AT I-85 SOUTHBOUND RAMPS) | | | 2020 730A001 LUMP| 750.00000 750.00| 750.00000 750.00| Removal Of Existing Traffic Control | | | Unit (US - 29 AT I-85 NORTHBOUND RAMPS) | | | 2030 730A053 LUMP| 750.00000 750.00| 750.00000 750.00| Removal Of Existing Traffic Control | | | Unit (Temporary) (US - 29 AT I-85 | | | SOUTHBOUND RAMPS) | | | 2040 730A054 LUMP| 750.00000 750.00| 750.00000 750.00| Removal Of Existing Traffic Control | | | Unit (Temporary)( (US -29 AT I-85 | | | NORTHBOUND RAMPS) | | | 2050 730C000 LUMP| 4200.00000 4200.00| 4200.00000 4200.00| Furnishing And Installing Traffic | | | Control Unit (US - 29 AT I-85 | | | SOUTHBOUND RAMPS) | | | 2060 730C001 LUMP| 4200.00000 4200.00| 4200.00000 4200.00| Furnishing And Installing Traffic | | | Control Unit (US-29 AT I-85 NORTHBOUND | | | RAMPS) | | | 2070 730C053 LUMP| 3600.00000 3600.00| 3600.00000 3600.00| Furnishing And Installing Traffic | | | Control Unit (US-29 AT I-85 SOUTHBOUND | | | RAMPS) | | | 2080 730C054 LUMP| 3600.00000 3600.00| 3600.00000 3600.00| Furnishing And Installing Traffic | | | Control Unit (US-29 AT I-85 NORTHBOUND | | | RAMPS) | | | 2090 730E000 8.000 EACH| 1400.00000 11200.00| 1400.00000 11200.00| Metal Traffic Signal Pole Foundation | | | 2100 730K000 2.000 EACH| 275.00000 550.00| 275.00000 550.00| Traffic Signal Junction Box | | | 2110 730L002 100.000 LF | 4.00000 400.00| 4.00000 400.00| 1", Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2120 730L005 450.000 LF | 4.00000 1800.00| 4.00000 1800.00| 2", Non-Metallic, Conduit | | | 2130 730N000 8.000 EACH| 960.00000 7680.00| 960.00000 7680.00| Luminaire Extension Assembly, 12 foot | | | 2140 730P001 24.000 EACH| 680.00000 16320.00| 680.00000 16320.00| Vehicular Signal Head, 12 Inch 3 | | | Section LED | | | 2150 730P002 3.000 EACH| 1200.00000 3600.00| 1200.00000 3600.00| Vehicular Signal Head, 12 Inch 5 | | | Section LED | | | 2160 730R022 4.000 EACH| 7500.00000 30000.00| 7500.00000 30000.00| Controller Assembly, Type III, 8 Phase | | | 2170 730T000 12.000 EACH| 600.00000 7200.00| 600.00000 7200.00| Wood Pole | | | 2180 730U005 LUMP| 39500.00000 39500.00| 39500.00000 39500.00| Furnishing And Installing Video | | | Detection System | | | 2190 740B000 1792.000 SQFT| 8.00000 14336.00| 7.50000 13440.00| Construction Signs | | | 2200 740C000 97.000 SQFT| 9.00000 873.00| 8.00000 776.00| Special Construction Signs | | | 2210 740D000 321.000 EACH| 65.00000 20865.00| 55.00000 17655.00| Channelizing Drums | | | 2220 740E000 100.000 EACH| 15.00000 1500.00| 20.00000 2000.00| Cones (36 Inches High) | | | 2230 740F002 14.000 EACH| 200.00000 2800.00| 165.00000 2310.00| Barricades, Type III | | | 2240 740I005 7.000 EACH| 600.00000 4200.00| 450.00000 3150.00| Warning Lights, Type B (Detachable Head | | | 2250 740L004 112.000 EACH| 95.00000 10640.00| 85.00000 9520.00| Vertical Panel Type II, Single-Sided | | | 2260 740M001 100.000 EACH| 10.00000 1000.00| 10.00000 1000.00| Ballast For Cone | | | 2270 740Q000 1000.000 LF | 3.50000 3500.00| 3.00000 3000.00| Construction Safety Fence | | | 2280 741C010 2.000 EACH| 5000.00000 10000.00| 3500.00000 7000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2290 742A001 2.000 EACH| 8500.00000 17000.00| 10000.00000 20000.00| Portable Changeable Message Sign, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040430001 COUNTIES : LEE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 14001 |( ) |SCOTT BRIDGE COMPANY, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2300 750Z100 LUMP| 558547.00000 558547.00| 558547.00000 558547.00| Roadway Lighting System(Rehabilitation) | | | 2310 999 000 5250.000 HOUR| 0.80000 4200.00| 0.80000 4200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 15,427,824.88| $ 16,427,193.64| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,427,824.88| $ 16,427,193.64| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 CONTRACT TIME : 800 Calendar Days CONTRACT DESCRIPTION : FLORENCE PROJECT(S) : APD-0355(504) for constructing the Grade, Drainage, Pavement, Partial Planing and Resurfacing on S.R.#24 (Corridor "V") from three miles west of Russellville to west of S.R.#13 (U.S.#43) in Russellville. Length 4.832 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08077 HASTINGS GENERAL CONTRACTING, INC. $ 9,321,532.92 100.0000% 2 14007 W. S. NEWELL & SONS, INC. $ 9,330,740.80 100.0988% 3 18024 RACON, INC. $ 9,775,069.73 104.8655% 4 14001 NEWELL ROADBUILDERS, INC. $ 9,861,651.51 105.7943% 5 19074 S & M EQUIPMENT CO., INC. $ 9,881,633.92 106.0087% 6 02091 BOYD EXCAVATING, INC. $ 9,994,100.09 107.2152% 7 05009 EUTAW CONSTRUCTION COMPANY, INC. $ 10,610,768.39 113.8307% 8 08016 HILL BROTHERS CONSTRUCTION & ENGINEERING COMPANY, INC. $ 10,613,354.53 113.8585% 9 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 10,925,291.37 117.2049% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 14007 |( 3 ) 18024 |HASTINGS GENERAL CONTRACTIN |W. S. NEWELL & SONS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 564000.00000 564000.00| 564000.00000 564000.00| 564000.00000 564000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 188 Acres)) | | | 0020 206B009 LUMP| 1000.00000 1000.00| 3500.00000 3500.00| 7500.00000 7500.00 Removal Of Old Box Culvert, (Partial), | | | Station 81+29.4, 67.8' Rt. | | | 0030 206C002 3706.000 SQYD| 1.00000 3706.00| 2.50000 9265.00| 3.00000 11118.00 Removing Concrete Slope Paving | | | 0040 206C010 37.000 SQYD| 1.00000 37.00| 10.00000 370.00| 15.00000 555.00 Removing Concrete Driveway | | | 0050 206D000 1559.000 LF | 1.00000 1559.00| 10.00000 15590.00| 8.00000 12472.00 Removing Pipe | | | 0060 206D001 5619.000 LF | 1.00000 5619.00| 1.10000 6180.90| 0.30000 1685.70 Removing Guardrail | | | 0070 206E000 65.000 EACH| 75.00000 4875.00| 150.00000 9750.00| 750.00000 48750.00 Removing Headwalls | | | 0080 206E001 16.000 EACH| 50.00000 800.00| 75.00000 1200.00| 1000.00000 16000.00 Removing Inlets | | | 0090 206E008 30.000 EACH| 25.00000 750.00| 98.50000 2955.00| 60.00000 1800.00 Removing Guardrail End Anchor (All Type | | | 0100 210A000 744467.000 CUYD| 1.75000 1302817.25| 1.96000 1459155.32| 2.50000 1861167.50 Unclassified Excavation | | | 0110 210C000 4900.000 CUYD| 4.50000 22050.00| 5.00000 24500.00| 5.00000 24500.00 Muck Excavation | | | 0120 210D000 6147.000 CUYD| 8.00000 49176.00| 0.01000 61.47| 2.50000 15367.50 Borrow Excavation | | | 0130 210D011 6606.000 CUYD| 8.00000 52848.00| 0.01000 66.06| 2.50000 16515.00 Borrow Excavation (A-4 or Better) | | | 0140 210E001 4900.000 CUYD| 9.50000 46550.00| 22.00000 107800.00| 13.00000 63700.00 Borrow Excavation (Underwater | | | Embankment) | | | 0150 214A000 7808.000 CUYD| 10.00000 78080.00| 10.00000 78080.00| 15.00000 117120.00 Structure Excavation | | | 0160 214B001 2326.000 CUYD| 18.00000 41868.00| 20.00000 46520.00| 22.00000 51172.00 Foundation Backfill, Commercial | | | 0170 243A022 6100.000 SQYD| 3.00000 18300.00| 5.50000 33550.00| 5.00000 30500.00 Geosynthetic Reinforcement For | | | Reinforced Slopes, Type 3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 14007 |( 3 ) 18024 |HASTINGS GENERAL CONTRACTIN |W. S. NEWELL & SONS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 260A000 218.000 CUYD| 90.00000 19620.00| 160.00000 34880.00| 200.00000 43600.00 Cement Mortar Flowable Backfill, Mix 1 | | | 0190 301A000 15333.000 SQYD| 6.00000 91998.00| 3.00000 45999.00| 2.10000 32199.30 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 3" Compacted Thickness | | | 0200 301A012 7475.000 SQYD| 6.00000 44850.00| 4.04000 30199.00| 5.75000 42981.25 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0210 301A016 122036.000 SQYD| 4.50000 549162.00| 4.40000 536958.40| 4.25000 518653.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | 0220 401A000 118772.000 SQYD| 0.32000 38007.04| 0.31000 36819.32| 0.33000 39194.76 Bituminous Treatment A | | | 0230 405A000 16591.000 GAL | 1.50000 24886.50| 1.04000 17254.64| 1.09000 18084.19 Tack Coat | | | 0240 408A051 66704.000 SQYD| 0.50000 33352.00| 0.40000 26681.60| 0.42000 28015.68 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0250 410C000 1.000 EACH| 2929.53000 2929.53| 2929.53000 2929.53| 3076.01000 3076.01 Contractor Retained Profilograph | | | 0260 410H000 1.000 EACH| 80236.05000 80236.05| 80236.05000 80236.05| 84247.85000 84247.85 Material Remixing Device | | | 0270 424A360 12880.000 TON | 33.00000 425040.00| 32.80000 422464.00| 34.44000 443587.20 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424A366 500.000 TON | 40.00000 20000.00| 35.57000 17785.00| 37.35000 18675.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 424B651 32827.000 TON | 28.00000 919156.00| 27.56000 904712.12| 28.94000 950013.38 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0300 424B655 300.000 TON | 51.24000 15372.00| 50.24000 15072.00| 52.75000 15825.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0310 424B657 500.000 TON | 39.03000 19515.00| 38.26000 19130.00| 40.17000 20085.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 14007 |( 3 ) 18024 |HASTINGS GENERAL CONTRACTIN |W. S. NEWELL & SONS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B659 500.000 TON | 37.81000 18905.00| 37.07000 18535.00| 38.92000 19460.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0330 424B660 3350.000 TON | 33.66000 112761.00| 33.00000 110550.00| 34.65000 116077.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0340 424C360 37341.000 TON | 29.38000 1097078.58| 28.80000 1075420.80| 30.24000 1129191.84 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0350 428C000 72843.000 LF | 0.15000 10926.45| 0.12000 8741.16| 0.13000 9469.59 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0360 430B014 1434.000 TON | 16.00000 22944.00| 18.00000 25812.00| 17.10000 24521.40 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0370 430B017 2100.000 TON | 16.00000 33600.00| 18.00000 37800.00| 14.95000 31395.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0380 502A000 61420.000 LB | 0.54000 33166.80| 0.60000 36852.00| 0.85000 52207.00 Steel Reinforcement | | | 0390 524B011 304.000 CUYD| 360.00000 109440.00| 400.00000 121600.00| 450.00000 136800.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0400 530A002 4630.000 LF | 20.00000 92600.00| 25.50000 118065.00| 26.16000 121120.80 24" Roadway Pipe (Class 3 R.C.) | | | 0410 530A003 886.000 LF | 29.00000 25694.00| 32.50000 28795.00| 36.83000 32631.38 30" Roadway Pipe (Class 3 R.C.) | | | 0420 530A004 546.000 LF | 34.00000 18564.00| 40.00000 21840.00| 40.91000 22336.86 36" Roadway Pipe (Class 3 R.C.) | | | 0430 530A005 262.000 LF | 52.00000 13624.00| 46.00000 12052.00| 49.15000 12877.30 42" Roadway Pipe (Class 3 R.C.) | | | 0440 530A006 114.000 LF | 60.00000 6840.00| 56.50000 6441.00| 60.04000 6844.56 48" Roadway Pipe (Class 3 R.C.) | | | 0450 530A015 168.000 LF | 50.00000 8400.00| 42.00000 7056.00| 44.11000 7410.48 36" Roadway Pipe (Class 4 R.C.) | | | 0460 530A018 102.000 LF | 71.00000 7242.00| 75.00000 7650.00| 75.62000 7713.24 54" Roadway Pipe (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 14007 |( 3 ) 18024 |HASTINGS GENERAL CONTRACTIN |W. S. NEWELL & SONS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 530A106 20.000 LF | 110.00000 2200.00| 88.00000 1760.00| 89.75000 1795.00 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A152 58.000 LF | 32.00000 1856.00| 50.00000 2900.00| 39.70000 2302.60 36" Roadway Pipe (14 Gauge C.C.S.) | | | 0490 530A155 370.000 LF | 14.00000 5180.00| 37.00000 13690.00| 27.50000 10175.00 24" Roadway Pipe(14 Gauge C.C.S.) | | | 0500 530A156 87.000 LF | 19.50000 1696.50| 45.00000 3915.00| 35.45000 3084.15 30" Roadway Pipe (14 Gauge C.C.S.) | | | 0510 530A800 41.000 LF | 20.00000 820.00| 30.00000 1230.00| 49.50000 2029.50 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0520 530C024 116.000 LF | 400.00000 46400.00| 335.00000 38860.00| 432.60000 50181.60 36" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | 0530 534E000 163.000 LF | 40.00000 6520.00| 12.00000 1956.00| 1.00000 163.00 Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0540 534F000 707.000 LF | 40.00000 28280.00| 15.00000 10605.00| 1.00000 707.00 Cleaning Existing Culvert(Greater Than | | | 48" Horizontal Opening | | | 0550 535A001 374.000 LF | 13.00000 4862.00| 18.50000 6919.00| 21.40000 8003.60 18" Side Drain Pipe | | | 0560 535A002 216.000 LF | 18.00000 3888.00| 21.00000 4536.00| 23.02000 4972.32 24" Side Drain Pipe | | | 0570 535A003 64.000 LF | 29.00000 1856.00| 30.00000 1920.00| 31.90000 2041.60 30" Side Drain Pipe | | | 0580 535A004 118.000 LF | 48.00000 5664.00| 35.00000 4130.00| 35.51000 4190.18 36" Side Drain Pipe | | | 0590 535A005 72.000 LF | 60.00000 4320.00| 45.00000 3240.00| 54.66000 3935.52 42" Side Drain Pipe | | | 0600 535A007 72.000 LF | 92.00000 6624.00| 62.00000 4464.00| 60.36000 4345.92 54" Side Drain Pipe | | | 0610 535B018 48.000 LF | 148.00000 7104.00| 146.00000 7008.00| 120.67000 5792.16 73" Span, 45" Rise Side Drain Pipe | | | 0620 538A004 144.000 LF | 206.57000 29746.08| 112.42000 16188.48| 175.14000 25220.16 24" Roadway Pipe Rehabilitation | | | 0630 538A005 92.000 LF | 285.69000 26283.48| 146.56000 13483.52| 248.22000 22836.24 30" Roadway Pipe Rehabilitation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 14007 |( 3 ) 18024 |HASTINGS GENERAL CONTRACTIN |W. S. NEWELL & SONS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 538A006 140.000 LF | 324.21000 45389.40| 211.14000 29559.60| 338.94000 47451.60 36" Roadway Pipe Rehabilitation | | | 0650 538A008 153.000 LF | 409.81000 62700.93| 366.39000 56057.67| 422.10000 64581.30 48" Roadway Pipe Rehabilitation | | | 0660 538A009 179.000 LF | 573.52000 102660.08| 448.66000 80310.14| 471.24000 84351.96 54" Roadway Pipe Rehabilitation | | | 0670 600A000 LUMP| 400000.00000 400000.00| 403570.00000 403570.00| 311000.00000 311000.00 Mobilization | | | 0680 602A000 61.000 EACH| 150.00000 9150.00| 125.00000 7625.00| 75.00000 4575.00 Right Of Way Markers | | | 0690 606A000 5000.000 LF | 7.00000 35000.00| 8.50000 42500.00| 9.06000 45300.00 6" Underdrain Pipe | | | 0700 610C001 19108.000 TON | 16.00000 305728.00| 19.44000 371459.52| 14.00000 267512.00 Loose Riprap, Class 2 | | | 0710 610D000 15441.000 SQYD| 4.00000 61764.00| 3.25000 50183.25| 2.50000 38602.50 Filter Blanket | | | 0720 610D004 1328.000 SQYD| 2.00000 2656.00| 8.00000 10624.00| 15.00000 19920.00 Filter Blanket, Aggregate | | | 0730 614A000 1346.000 CUYD| 185.00000 249010.00| 225.00000 302850.00| 225.00000 302850.00 Slope Paving | | | 0740 618B003 29.000 SQYD| 45.00000 1305.00| 30.00000 870.00| 50.33000 1459.57 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0750 619A003 34.000 EACH| 500.00000 17000.00| 600.00000 20400.00| 640.00000 21760.00 24" Roadway Pipe End Treatment, Class 1 | | | 0760 619A004 6.000 EACH| 600.00000 3600.00| 750.00000 4500.00| 795.00000 4770.00 30" Roadway Pipe End Treatment, Class 1 | | | 0770 619A005 6.000 EACH| 800.00000 4800.00| 850.00000 5100.00| 994.00000 5964.00 36" Roadway Pipe End Treatment, Class 1 | | | 0780 619A006 1.000 EACH| 1000.00000 1000.00| 950.00000 950.00| 1238.00000 1238.00 42" Roadway Pipe End Treatment, Class 1 | | | 0790 619A007 2.000 EACH| 1600.00000 3200.00| 1000.00000 2000.00| 1325.00000 2650.00 48" Roadway Pipe End Treatment, Class 1 | | | 0800 619A008 1.000 EACH| 2200.00000 2200.00| 1200.00000 1200.00| 1495.00000 1495.00 54" Roadway Pipe End Treatment, Class 1 | | | 0810 619A101 14.000 EACH| 450.00000 6300.00| 500.00000 7000.00| 515.00000 7210.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0820 619A102 8.000 EACH| 500.00000 4000.00| 600.00000 4800.00| 648.00000 5184.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 14007 |( 3 ) 18024 |HASTINGS GENERAL CONTRACTIN |W. S. NEWELL & SONS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 619A103 2.000 EACH| 600.00000 1200.00| 700.00000 1400.00| 795.00000 1590.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0840 619A104 4.000 EACH| 750.00000 3000.00| 800.00000 3200.00| 994.00000 3976.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0850 619A105 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 1238.00000 2476.00 42" Side Drain Pipe End Treatment, | | | Class 1 | | | 0860 619A107 2.000 EACH| 2200.00000 4400.00| 1000.00000 2000.00| 1915.00000 3830.00 54" Side Drain Pipe End Treatment, | | | Class 1 | | | 0870 619B123 2.000 EACH| 3000.00000 6000.00| 1200.00000 2400.00| 2400.00000 4800.00 73" Span, 45" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0880 620A000 4.000 CUYD| 400.00000 1600.00| 1000.00000 4000.00| 1000.00000 4000.00 Minor Structure Concrete | | | 0890 621A000 3.000 EACH| 1600.00000 4800.00| 2000.00000 6000.00| 1540.00000 4620.00 Junction Boxes, Type 1, 1P Or 5 | | | 0900 621A001 2.000 EACH| 1800.00000 3600.00| 2500.00000 5000.00| 1676.00000 3352.00 Junction Boxes, Type 1, 2P Or 5 | | | 0910 621A004 4.000 EACH| 2400.00000 9600.00| 5000.00000 20000.00| 3835.00000 15340.00 Junction Boxes, Type 4 | | | 0920 621A010 5.000 EACH| 2000.00000 10000.00| 2000.00000 10000.00| 2150.00000 10750.00 Junction Boxes, Type 3 | | | 0930 621A016 4.000 EACH| 2400.00000 9600.00| 3500.00000 14000.00| 2170.00000 8680.00 Junction Boxes, Type 4, 1P Or 5 | | | 0940 621A058 11.000 EACH| 2800.00000 30800.00| 2000.00000 22000.00| 1988.00000 21868.00 Junction Boxes, Type 3 (Modified) | | | 0950 621B000 2.000 EACH| 600.00000 1200.00| 800.00000 1600.00| 500.00000 1000.00 Junction Box Units, Type 1, 1P Or 5 | | | 0960 621B001 1.000 EACH| 500.00000 500.00| 800.00000 800.00| 500.00000 500.00 Junction Box Units, Type 1, 2P Or 5 | | | 0970 621B004 4.000 EACH| 650.00000 2600.00| 1000.00000 4000.00| 1063.00000 4252.00 Junction Box Units, Type 4 | | | 0980 621B013 2.000 EACH| 650.00000 1300.00| 1000.00000 2000.00| 1065.00000 2130.00 Junction Box Units, Type 4, 1P Or 5 | | | 0990 621C002 5.000 EACH| 1600.00000 8000.00| 1200.00000 6000.00| 2144.00000 10720.00 Inlets, Type C, P1 Or P3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 14007 |( 3 ) 18024 |HASTINGS GENERAL CONTRACTIN |W. S. NEWELL & SONS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 621C006 1.000 EACH| 3500.00000 3500.00| 3500.00000 3500.00| 5821.00000 5821.00 Inlets, Type KL | | | 1010 621C020 21.000 EACH| 1450.00000 30450.00| 1200.00000 25200.00| 1850.00000 38850.00 Inlets, Type Y | | | 1020 621C100 1.000 EACH| 4000.00000 4000.00| 2500.00000 2500.00| 3895.00000 3895.00 Inlets, Type PR | | | 1030 621C132 17.000 EACH| 2200.00000 37400.00| 1400.00000 23800.00| 2100.00000 35700.00 Inlets, Type Y (Modified) | | | 1040 621C152 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 842.00000 3368.00 Inlets, Type Y (Partial Base Only) | | | 1050 621D019 24.000 EACH| 600.00000 14400.00| 400.00000 9600.00| 500.00000 12000.00 Inlet Units, Type Y | | | 1060 621D055 6.000 EACH| 450.00000 2700.00| 600.00000 3600.00| 720.00000 4320.00 Inlet Units, Type Y (Modified) | | | 1070 621I001 9.000 EACH| 4000.00000 36000.00| 8000.00000 72000.00| 4725.00000 42525.00 Stilling Basins, Type 1 | | | 1080 621I002 1.000 EACH| 8000.00000 8000.00| 10000.00000 10000.00| 7375.00000 7375.00 Stilling Basins, Type 2 | | | 1090 630A001 6438.000 LF | 12.00000 77256.00| 12.90000 83050.20| 15.40000 99145.20 Steel Beam Guardrail, Class A, Type 2 | | | 1100 630C001 9.000 EACH| 1000.00000 9000.00| 600.00000 5400.00| 660.00000 5940.00 Guardrail End Anchor, Type 8 | | | 1110 630C070 13.000 EACH| 2000.00000 26000.00| 1350.00000 17550.00| 1540.00000 20020.00 Guardrail End Anchor, Type 10 Series | | | 1120 650A000 44190.000 CUYD| 2.00000 88380.00| 4.50000 198855.00| 3.00000 132570.00 Topsoil | | | 1130 652A050 19.000 ACRE| 370.00000 7030.00| 420.00000 7980.00| 495.00000 9405.00 Seeding (Mix 1A) | | | 1140 652A053 1.000 ACRE| 400.00000 400.00| 420.00000 420.00| 550.00000 550.00 Seeding (Mix 1E) | | | 1150 652B050 10.000 ACRE| 400.00000 4000.00| 400.00000 4000.00| 330.00000 3300.00 Temporary Seeding (Mix 1AT) | | | 1160 652C000 130.000 ACRE| 50.00000 6500.00| 55.00000 7150.00| 66.00000 8580.00 Mowing | | | 1170 652D050 10.000 ACRE| 400.00000 4000.00| 600.00000 6000.00| 522.50000 5225.00 Seeding In Stubble (Mix 1A) | | | 1180 654A000 2205.000 SQYD| 3.50000 7717.50| 3.50000 7717.50| 3.02000 6659.10 Solid Sodding | | | 1190 656A000 25.000 ACRE| 490.00000 12250.00| 420.00000 10500.00| 495.00000 12375.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 14007 |( 3 ) 18024 |HASTINGS GENERAL CONTRACTIN |W. S. NEWELL & SONS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 656A001 5.000 ACRE| 500.00000 2500.00| 630.00000 3150.00| 550.00000 2750.00 Mulching, Class A, Type 2 | | | 1210 658A001 130.000 ACRE| 2300.00000 299000.00| 845.00000 109850.00| 1100.00000 143000.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1220 659A002 16107.000 SQYD| 3.00000 48321.00| 4.25000 68454.75| 4.29000 69099.03 Erosion Control Netting, Class C1 | | | 1230 665C000 1270.000 LF | 12.00000 15240.00| 10.00000 12700.00| 13.55000 17208.50 15" Temporary Pipe | | | 1240 665E000 1800.000 SQYD| 0.40000 720.00| 1.00000 1800.00| 2.00000 3600.00 Polyethylene | | | 1250 665G000 500.000 EACH| 6.00000 3000.00| 0.01000 5.00| 2.32000 1160.00 Sand Bags | | | 1260 665I000 7050.000 TON | 18.00000 126900.00| 22.50000 158625.00| 16.00000 112800.00 Temporary Riprap, Class 2 | | | 1270 665J000 38648.000 LF | 4.00000 154592.00| 5.00000 193240.00| 2.50000 96620.00 Silt Fence, Type A | | | 1280 665K000 1000.000 CUYD| 20.00000 20000.00| 20.00000 20000.00| 6.80000 6800.00 Drainage Sump Excavation | | | 1290 665N000 1325.000 TON | 11.00000 14575.00| 25.00000 33125.00| 20.37000 26990.25 Temporary Coarse Aggregate For Inlet | | | Protection | | | 1300 665Q001 5400.000 LF | 12.76000 68904.00| 15.00000 81000.00| 8.96000 48384.00 20 Inch Wattle | | | 1310 666A001 83.000 ACRE| 11.20000 929.60| 10.00000 830.00| 33.00000 2739.00 Pest Control Treatment | | | 1320 672A000 125.000 GAL | 75.48000 9435.00| 136.00000 17000.00| 148.50000 18562.50 Flocculant Liquid | | | 1330 680A000 LUMP| 204210.21000 204210.21| 16784.00000 16784.00| 145000.00000 145000.00 Engineering Controls | | | 1340 701A028 10.000 MILE| 1820.00000 18200.00| 1640.00000 16400.00| 1980.00000 19800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1350 701A032 8.000 MILE| 1820.20000 14561.60| 1640.00000 13120.00| 1980.00000 15840.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1360 701A041 8.000 MILE| 1160.25000 9282.00| 1050.00000 8400.00| 1045.00000 8360.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1370 701B009 8742.000 LF | 1.00000 8742.00| 0.90000 7867.80| 0.88000 7692.96 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 14007 |( 3 ) 18024 |HASTINGS GENERAL CONTRACTIN |W. S. NEWELL & SONS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 701C000 8.000 MILE| 541.45000 4331.60| 490.00000 3920.00| 539.00000 4312.00 Broken Temporary Traffic Stripe | | | 1390 701C001 34.000 MILE| 651.95000 22166.30| 590.00000 20060.00| 715.00000 24310.00 Solid Temporary Traffic Stripe | | | 1400 701D007 1.000 MILE| 1823.25000 1823.25| 1650.00000 1650.00| 2904.00000 2904.00 Solid Traffic Stripe Removed (Paint) | | | 1410 701D008 1.000 MILE| 1933.75000 1933.75| 1750.00000 1750.00| 3300.00000 3300.00 Solid Traffic Stripe Removed (Plastic) | | | 1420 701D014 1.000 MILE| 1657.50000 1657.50| 1500.00000 1500.00| 1650.00000 1650.00 Broken Traffic Stripe Removed (Paint) | | | 1430 701D015 1.000 MILE| 1657.50000 1657.50| 1500.00000 1500.00| 1650.00000 1650.00 Broken Traffic Stripe Removed (Plastic) | | | 1440 703A002 3155.000 SQFT| 3.10000 9780.50| 2.80000 8834.00| 3.30000 10411.50 Traffic Control Markings, Class 2, Type | | | A | | | 1450 703B002 990.000 SQFT| 4.20000 4158.00| 3.80000 3762.00| 6.60000 6534.00 Traffic Control Legends, Class 2, Type | | | 1460 703D001 720.000 SQFT| 1.66000 1195.20| 1.50000 1080.00| 1.65000 1188.00 Temporary Traffic Control Markings | | | 1470 705A011 868.000 EACH| 6.36000 5520.48| 5.75000 4991.00| 6.05000 5251.40 Pavement Markers, Class C, Type 1-A | | | 1480 705A012 127.000 EACH| 6.36000 807.72| 5.75000 730.25| 6.05000 768.35 Pavement Markers, Class C, Type 1-B | | | 1490 705A022 284.000 EACH| 6.36000 1806.24| 5.75000 1633.00| 6.05000 1718.20 Pavement Markers, Class C, Type 2-C | | | 1500 705A023 900.000 EACH| 6.36000 5724.00| 5.75000 5175.00| 6.05000 5445.00 Pavement Markers, Class C, Type 2-D | | | 1510 705A024 284.000 EACH| 6.36000 1806.24| 5.75000 1633.00| 6.05000 1718.20 Pavement Markers, Class C, Type 2-E | | | 1520 705A030 355.000 EACH| 6.36000 2257.80| 5.75000 2041.25| 6.05000 2147.75 Pavement Markers, Class A-H, Type 2-C | | | 1530 705A031 758.000 EACH| 6.36000 4820.88| 5.75000 4358.50| 6.05000 4585.90 Pavement Markers, Class A-H, Type 1-A | | | 1540 705A032 311.000 EACH| 6.36000 1977.96| 5.75000 1788.25| 6.05000 1881.55 Pavement Markers, Class A-H, Type 1-B | | | 1550 705A037 21.000 EACH| 6.36000 133.56| 5.75000 120.75| 6.05000 127.05 Pavement Markers, Class A-H, Type 2-D | | | 1560 705A038 51.000 EACH| 6.36000 324.36| 5.75000 293.25| 6.05000 308.55 Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 14007 |( 3 ) 18024 |HASTINGS GENERAL CONTRACTIN |W. S. NEWELL & SONS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 707B003 1.000 EACH| 145.00000 145.00| 140.00000 140.00| 162.40000 162.40 Type A Hazard Marker Installation | | | 1580 710A115 234.000 SQFT| 15.00000 3510.00| 13.00000 3042.00| 15.08000 3528.72 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1590 710A126 481.000 SQFT| 18.00000 8658.00| 15.00000 7215.00| 17.40000 8369.40 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1600 710B001 1417.000 LF | 5.50000 7793.50| 4.75000 6730.75| 5.51000 7807.67 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1610 726A000 100.000 LF | 40.00000 4000.00| 40.00000 4000.00| 44.00000 4400.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1620 726A001 20.000 LF | 40.00000 800.00| 60.00000 1200.00| 55.00000 1100.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1630 726D026 2.000 EACH| 3000.00000 6000.00| 17500.00000 35000.00| 8250.00000 16500.00 Portable Impact Attenuator(Assembly | | | Bi-directional, TL-3) | | | 1640 740B000 1860.000 SQFT| 9.50000 17670.00| 8.00000 14880.00| 9.28000 17260.80 Construction Signs | | | 1650 740D000 500.000 EACH| 69.00000 34500.00| 59.00000 29500.00| 68.44000 34220.00 Channelizing Drums | | | 1660 740E000 50.000 EACH| 21.00000 1050.00| 18.00000 900.00| 5.00000 250.00 Cones (36 Inches High) | | | 1670 740F002 66.000 EACH| 293.00000 19338.00| 250.00000 16500.00| 290.00000 19140.00 Barricades, Type III | | | 1680 740I005 20.000 EACH| 760.50000 15210.00| 650.00000 13000.00| 754.00000 15080.00 Warning Lights, Type B (Detachable Head | | | 1690 740M001 50.000 EACH| 9.50000 475.00| 8.00000 400.00| 5.00000 250.00 Ballast For Cone | | | 1700 741C010 1.000 EACH| 4446.00000 4446.00| 3800.00000 3800.00| 4408.00000 4408.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1710 742A001 2.000 EACH| 14625.00000 29250.00| 12500.00000 25000.00| 14500.00000 29000.00 Portable Changeable Message Sign, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 14007 |( 3 ) 18024 |HASTINGS GENERAL CONTRACTIN |W. S. NEWELL & SONS, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1720 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 | $ 9,321,532.92| $ 9,330,740.80| $ 9,775,069.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,321,532.92| $ 9,330,740.80| $ 9,775,069.73 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 19074 |( 6 ) 02091 |NEWELL ROADBUILDERS, INC. |S & M EQUIPMENT CO., INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 564000.00000 564000.00| 564000.00000 564000.00| 470000.00000 470000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 188 Acres)) | | | 0020 206B009 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 4750.00000 4750.00 Removal Of Old Box Culvert, (Partial), | | | Station 81+29.4, 67.8' Rt. | | | 0030 206C002 3706.000 SQYD| 2.75000 10191.50| 5.00000 18530.00| 3.00000 11118.00 Removing Concrete Slope Paving | | | 0040 206C010 37.000 SQYD| 6.75000 249.75| 10.00000 370.00| 10.00000 370.00 Removing Concrete Driveway | | | 0050 206D000 1559.000 LF | 17.00000 26503.00| 7.00000 10913.00| 6.00000 9354.00 Removing Pipe | | | 0060 206D001 5619.000 LF | 1.25000 7023.75| 1.27000 7136.13| 1.50000 8428.50 Removing Guardrail | | | 0070 206E000 65.000 EACH| 125.00000 8125.00| 200.00000 13000.00| 125.00000 8125.00 Removing Headwalls | | | 0080 206E001 16.000 EACH| 125.00000 2000.00| 400.00000 6400.00| 150.00000 2400.00 Removing Inlets | | | 0090 206E008 30.000 EACH| 100.00000 3000.00| 113.28000 3398.40| 110.00000 3300.00 Removing Guardrail End Anchor (All Type | | | 0100 210A000 744467.000 CUYD| 2.33000 1734608.11| 2.00000 1488934.00| 2.65000 1972837.55 Unclassified Excavation | | | 0110 210C000 4900.000 CUYD| 5.00000 24500.00| 5.00000 24500.00| 7.00000 34300.00 Muck Excavation | | | 0120 210D000 6147.000 CUYD| 2.33000 14322.51| 8.00000 49176.00| 0.01000 61.47 Borrow Excavation | | | 0130 210D011 6606.000 CUYD| 2.33000 15391.98| 10.00000 66060.00| 0.01000 66.06 Borrow Excavation (A-4 or Better) | | | 0140 210E001 4900.000 CUYD| 26.00000 127400.00| 25.00000 122500.00| 20.00000 98000.00 Borrow Excavation (Underwater | | | Embankment) | | | 0150 214A000 7808.000 CUYD| 9.65000 75347.20| 12.00000 93696.00| 9.00000 70272.00 Structure Excavation | | | 0160 214B001 2326.000 CUYD| 21.25000 49427.50| 26.00000 60476.00| 17.00000 39542.00 Foundation Backfill, Commercial | | | 0170 243A022 6100.000 SQYD| 3.75000 22875.00| 8.00000 48800.00| 8.50000 51850.00 Geosynthetic Reinforcement For | | | Reinforced Slopes, Type 3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -14 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 19074 |( 6 ) 02091 |NEWELL ROADBUILDERS, INC. |S & M EQUIPMENT CO., INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 260A000 218.000 CUYD| 330.00000 71940.00| 115.00000 25070.00| 175.00000 38150.00 Cement Mortar Flowable Backfill, Mix 1 | | | 0190 301A000 15333.000 SQYD| 2.54000 38945.82| 1.91000 29286.03| 1.75000 26832.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 3" Compacted Thickness | | | 0200 301A012 7475.000 SQYD| 5.85000 43728.75| 3.82000 28554.50| 3.88000 29003.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0210 301A016 122036.000 SQYD| 5.59000 682181.24| 4.15000 506449.40| 4.50000 549162.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | 0220 401A000 118772.000 SQYD| 0.31000 36819.32| 0.50000 59386.00| 0.31000 36819.32 Bituminous Treatment A | | | 0230 405A000 16591.000 GAL | 1.04000 17254.64| 1.00000 16591.00| 1.04000 17254.64 Tack Coat | | | 0240 408A051 66704.000 SQYD| 0.40000 26681.60| 1.00000 66704.00| 0.40000 26681.60 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0250 410C000 1.000 EACH| 2929.53000 2929.53| 35000.00000 35000.00| 4938.53000 4938.53 Contractor Retained Profilograph | | | 0260 410H000 1.000 EACH| 80236.05000 80236.05| 100000.00000 100000.00| 90236.00000 90236.00 Material Remixing Device | | | 0270 424A360 12880.000 TON | 32.80000 422464.00| 34.50000 444360.00| 32.80000 422464.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424A366 500.000 TON | 35.57000 17785.00| 43.50000 21750.00| 35.57000 17785.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 424B651 32827.000 TON | 27.56000 904712.12| 28.50000 935569.50| 27.56000 904712.12 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0300 424B655 300.000 TON | 50.24000 15072.00| 51.00000 15300.00| 50.24000 15072.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0310 424B657 500.000 TON | 38.26000 19130.00| 38.00000 19000.00| 38.26000 19130.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -15 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 19074 |( 6 ) 02091 |NEWELL ROADBUILDERS, INC. |S & M EQUIPMENT CO., INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B659 500.000 TON | 37.07000 18535.00| 36.00000 18000.00| 37.07000 18535.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0330 424B660 3350.000 TON | 33.00000 110550.00| 31.00000 103850.00| 33.00000 110550.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0340 424C360 37341.000 TON | 28.80000 1075420.80| 28.50000 1064218.50| 28.80000 1075420.80 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0350 428C000 72843.000 LF | 0.12000 8741.16| 0.20000 14568.60| 0.25000 18210.75 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0360 430B014 1434.000 TON | 13.25000 19000.50| 12.00000 17208.00| 13.75000 19717.50 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0370 430B017 2100.000 TON | 13.25000 27825.00| 12.00000 25200.00| 13.85000 29085.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0380 502A000 61420.000 LB | 0.65000 39923.00| 0.75000 46065.00| 0.66000 40537.20 Steel Reinforcement | | | 0390 524B011 304.000 CUYD| 350.00000 106400.00| 350.00000 106400.00| 350.00000 106400.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0400 530A002 4630.000 LF | 26.25000 121537.50| 27.00000 125010.00| 25.00000 115750.00 24" Roadway Pipe (Class 3 R.C.) | | | 0410 530A003 886.000 LF | 34.50000 30567.00| 36.00000 31896.00| 32.50000 28795.00 30" Roadway Pipe (Class 3 R.C.) | | | 0420 530A004 546.000 LF | 46.50000 25389.00| 46.00000 25116.00| 42.00000 22932.00 36" Roadway Pipe (Class 3 R.C.) | | | 0430 530A005 262.000 LF | 61.00000 15982.00| 55.00000 14410.00| 54.00000 14148.00 42" Roadway Pipe (Class 3 R.C.) | | | 0440 530A006 114.000 LF | 80.00000 9120.00| 65.00000 7410.00| 60.00000 6840.00 48" Roadway Pipe (Class 3 R.C.) | | | 0450 530A015 168.000 LF | 49.50000 8316.00| 48.00000 8064.00| 46.00000 7728.00 36" Roadway Pipe (Class 4 R.C.) | | | 0460 530A018 102.000 LF | 114.50000 11679.00| 84.00000 8568.00| 78.00000 7956.00 54" Roadway Pipe (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -16 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 19074 |( 6 ) 02091 |NEWELL ROADBUILDERS, INC. |S & M EQUIPMENT CO., INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 530A106 20.000 LF | 100.00000 2000.00| 79.00000 1580.00| 60.00000 1200.00 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A152 58.000 LF | 42.50000 2465.00| 46.00000 2668.00| 42.00000 2436.00 36" Roadway Pipe (14 Gauge C.C.S.) | | | 0490 530A155 370.000 LF | 26.00000 9620.00| 27.00000 9990.00| 27.55000 10193.50 24" Roadway Pipe(14 Gauge C.C.S.) | | | 0500 530A156 87.000 LF | 38.75000 3371.25| 36.00000 3132.00| 34.00000 2958.00 30" Roadway Pipe (14 Gauge C.C.S.) | | | 0510 530A800 41.000 LF | 19.50000 799.50| 37.00000 1517.00| 21.00000 861.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0520 530C024 116.000 LF | 340.00000 39440.00| 339.25000 39353.00| 550.00000 63800.00 36" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | 0530 534E000 163.000 LF | 155.00000 25265.00| 50.00000 8150.00| 25.00000 4075.00 Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0540 534F000 707.000 LF | 155.00000 109585.00| 50.00000 35350.00| 25.00000 17675.00 Cleaning Existing Culvert(Greater Than | | | 48" Horizontal Opening | | | 0550 535A001 374.000 LF | 17.75000 6638.50| 20.00000 7480.00| 22.00000 8228.00 18" Side Drain Pipe | | | 0560 535A002 216.000 LF | 20.00000 4320.00| 27.00000 5832.00| 34.00000 7344.00 24" Side Drain Pipe | | | 0570 535A003 64.000 LF | 28.75000 1840.00| 36.00000 2304.00| 36.00000 2304.00 30" Side Drain Pipe | | | 0580 535A004 118.000 LF | 31.25000 3687.50| 46.00000 5428.00| 44.00000 5192.00 36" Side Drain Pipe | | | 0590 535A005 72.000 LF | 40.00000 2880.00| 55.00000 3960.00| 54.00000 3888.00 42" Side Drain Pipe | | | 0600 535A007 72.000 LF | 60.75000 4374.00| 78.00000 5616.00| 75.00000 5400.00 54" Side Drain Pipe | | | 0610 535B018 48.000 LF | 126.00000 6048.00| 100.00000 4800.00| 66.00000 3168.00 73" Span, 45" Rise Side Drain Pipe | | | 0620 538A004 144.000 LF | 139.00000 20016.00| 175.00000 25200.00| 175.00000 25200.00 24" Roadway Pipe Rehabilitation | | | 0630 538A005 92.000 LF | 197.00000 18124.00| 250.00000 23000.00| 215.00000 19780.00 30" Roadway Pipe Rehabilitation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -17 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 19074 |( 6 ) 02091 |NEWELL ROADBUILDERS, INC. |S & M EQUIPMENT CO., INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 538A006 140.000 LF | 269.00000 37660.00| 340.00000 47600.00| 295.00000 41300.00 36" Roadway Pipe Rehabilitation | | | 0650 538A008 153.000 LF | 335.00000 51255.00| 420.00000 64260.00| 375.00000 57375.00 48" Roadway Pipe Rehabilitation | | | 0660 538A009 179.000 LF | 374.00000 66946.00| 470.00000 84130.00| 400.00000 71600.00 54" Roadway Pipe Rehabilitation | | | 0670 600A000 LUMP| 192000.00000 192000.00| 400000.00000 400000.00| 350600.00000 350600.00 Mobilization | | | 0680 602A000 61.000 EACH| 85.00000 5185.00| 75.00000 4575.00| 150.00000 9150.00 Right Of Way Markers | | | 0690 606A000 5000.000 LF | 9.00000 45000.00| 5.00000 25000.00| 14.00000 70000.00 6" Underdrain Pipe | | | 0700 610C001 19108.000 TON | 22.25000 425153.00| 15.00000 286620.00| 15.00000 286620.00 Loose Riprap, Class 2 | | | 0710 610D000 15441.000 SQYD| 2.65000 40918.65| 2.50000 38602.50| 3.30000 50955.30 Filter Blanket | | | 0720 610D004 1328.000 SQYD| 2.65000 3519.20| 10.00000 13280.00| 3.45000 4581.60 Filter Blanket, Aggregate | | | 0730 614A000 1346.000 CUYD| 220.00000 296120.00| 218.50000 294101.00| 195.00000 262470.00 Slope Paving | | | 0740 618B003 29.000 SQYD| 40.00000 1160.00| 75.00000 2175.00| 35.00000 1015.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0750 619A003 34.000 EACH| 700.00000 23800.00| 437.00000 14858.00| 600.00000 20400.00 24" Roadway Pipe End Treatment, Class 1 | | | 0760 619A004 6.000 EACH| 950.00000 5700.00| 603.75000 3622.50| 750.00000 4500.00 30" Roadway Pipe End Treatment, Class 1 | | | 0770 619A005 6.000 EACH| 1200.00000 7200.00| 787.75000 4726.50| 850.00000 5100.00 36" Roadway Pipe End Treatment, Class 1 | | | 0780 619A006 1.000 EACH| 1500.00000 1500.00| 1012.00000 1012.00| 950.00000 950.00 42" Roadway Pipe End Treatment, Class 1 | | | 0790 619A007 2.000 EACH| 1800.00000 3600.00| 1368.50000 2737.00| 1000.00000 2000.00 48" Roadway Pipe End Treatment, Class 1 | | | 0800 619A008 1.000 EACH| 2000.00000 2000.00| 1748.00000 1748.00| 1250.00000 1250.00 54" Roadway Pipe End Treatment, Class 1 | | | 0810 619A101 14.000 EACH| 500.00000 7000.00| 373.75000 5232.50| 600.00000 8400.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0820 619A102 8.000 EACH| 650.00000 5200.00| 437.00000 3496.00| 600.00000 4800.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -18 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 19074 |( 6 ) 02091 |NEWELL ROADBUILDERS, INC. |S & M EQUIPMENT CO., INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 619A103 2.000 EACH| 950.00000 1900.00| 603.75000 1207.50| 700.00000 1400.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0840 619A104 4.000 EACH| 1200.00000 4800.00| 787.75000 3151.00| 1000.00000 4000.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0850 619A105 2.000 EACH| 1500.00000 3000.00| 1012.00000 2024.00| 1200.00000 2400.00 42" Side Drain Pipe End Treatment, | | | Class 1 | | | 0860 619A107 2.000 EACH| 2000.00000 4000.00| 1748.00000 3496.00| 1200.00000 2400.00 54" Side Drain Pipe End Treatment, | | | Class 1 | | | 0870 619B123 2.000 EACH| 2000.00000 4000.00| 3450.00000 6900.00| 1500.00000 3000.00 73" Span, 45" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0880 620A000 4.000 CUYD| 1000.00000 4000.00| 1000.00000 4000.00| 1500.00000 6000.00 Minor Structure Concrete | | | 0890 621A000 3.000 EACH| 1600.00000 4800.00| 2500.00000 7500.00| 2500.00000 7500.00 Junction Boxes, Type 1, 1P Or 5 | | | 0900 621A001 2.000 EACH| 2000.00000 4000.00| 2500.00000 5000.00| 2500.00000 5000.00 Junction Boxes, Type 1, 2P Or 5 | | | 0910 621A004 4.000 EACH| 3000.00000 12000.00| 2500.00000 10000.00| 5500.00000 22000.00 Junction Boxes, Type 4 | | | 0920 621A010 5.000 EACH| 1200.00000 6000.00| 2500.00000 12500.00| 2500.00000 12500.00 Junction Boxes, Type 3 | | | 0930 621A016 4.000 EACH| 2500.00000 10000.00| 2500.00000 10000.00| 3500.00000 14000.00 Junction Boxes, Type 4, 1P Or 5 | | | 0940 621A058 11.000 EACH| 1500.00000 16500.00| 2500.00000 27500.00| 3200.00000 35200.00 Junction Boxes, Type 3 (Modified) | | | 0950 621B000 2.000 EACH| 350.00000 700.00| 500.00000 1000.00| 1500.00000 3000.00 Junction Box Units, Type 1, 1P Or 5 | | | 0960 621B001 1.000 EACH| 350.00000 350.00| 500.00000 500.00| 2000.00000 2000.00 Junction Box Units, Type 1, 2P Or 5 | | | 0970 621B004 4.000 EACH| 750.00000 3000.00| 500.00000 2000.00| 1200.00000 4800.00 Junction Box Units, Type 4 | | | 0980 621B013 2.000 EACH| 450.00000 900.00| 500.00000 1000.00| 1100.00000 2200.00 Junction Box Units, Type 4, 1P Or 5 | | | 0990 621C002 5.000 EACH| 1600.00000 8000.00| 2500.00000 12500.00| 3500.00000 17500.00 Inlets, Type C, P1 Or P3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -19 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 19074 |( 6 ) 02091 |NEWELL ROADBUILDERS, INC. |S & M EQUIPMENT CO., INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 621C006 1.000 EACH| 4000.00000 4000.00| 3500.00000 3500.00| 5000.00000 5000.00 Inlets, Type KL | | | 1010 621C020 21.000 EACH| 1500.00000 31500.00| 2500.00000 52500.00| 3500.00000 73500.00 Inlets, Type Y | | | 1020 621C100 1.000 EACH| 4000.00000 4000.00| 3200.00000 3200.00| 5000.00000 5000.00 Inlets, Type PR | | | 1030 621C132 17.000 EACH| 2500.00000 42500.00| 2500.00000 42500.00| 2100.00000 35700.00 Inlets, Type Y (Modified) | | | 1040 621C152 4.000 EACH| 1000.00000 4000.00| 2000.00000 8000.00| 850.00000 3400.00 Inlets, Type Y (Partial Base Only) | | | 1050 621D019 24.000 EACH| 300.00000 7200.00| 500.00000 12000.00| 500.00000 12000.00 Inlet Units, Type Y | | | 1060 621D055 6.000 EACH| 350.00000 2100.00| 500.00000 3000.00| 750.00000 4500.00 Inlet Units, Type Y (Modified) | | | 1070 621I001 9.000 EACH| 6500.00000 58500.00| 7000.00000 63000.00| 6000.00000 54000.00 Stilling Basins, Type 1 | | | 1080 621I002 1.000 EACH| 8000.00000 8000.00| 9000.00000 9000.00| 8500.00000 8500.00 Stilling Basins, Type 2 | | | 1090 630A001 6438.000 LF | 12.90000 83050.20| 14.84000 95539.92| 13.00000 83694.00 Steel Beam Guardrail, Class A, Type 2 | | | 1100 630C001 9.000 EACH| 600.00000 5400.00| 690.00000 6210.00| 700.00000 6300.00 Guardrail End Anchor, Type 8 | | | 1110 630C070 13.000 EACH| 1350.00000 17550.00| 1552.50000 20182.50| 1500.00000 19500.00 Guardrail End Anchor, Type 10 Series | | | 1120 650A000 44190.000 CUYD| 8.00000 353520.00| 7.50000 331425.00| 9.00000 397710.00 Topsoil | | | 1130 652A050 19.000 ACRE| 500.00000 9500.00| 517.50000 9832.50| 500.00000 9500.00 Seeding (Mix 1A) | | | 1140 652A053 1.000 ACRE| 1150.00000 1150.00| 575.00000 575.00| 500.00000 500.00 Seeding (Mix 1E) | | | 1150 652B050 10.000 ACRE| 850.00000 8500.00| 345.00000 3450.00| 425.00000 4250.00 Temporary Seeding (Mix 1AT) | | | 1160 652C000 130.000 ACRE| 50.00000 6500.00| 69.00000 8970.00| 35.00000 4550.00 Mowing | | | 1170 652D050 10.000 ACRE| 100.00000 1000.00| 546.25000 5462.50| 450.00000 4500.00 Seeding In Stubble (Mix 1A) | | | 1180 654A000 2205.000 SQYD| 3.50000 7717.50| 3.16000 6967.80| 4.00000 8820.00 Solid Sodding | | | 1190 656A000 25.000 ACRE| 450.00000 11250.00| 517.50000 12937.50| 425.00000 10625.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -20 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 19074 |( 6 ) 02091 |NEWELL ROADBUILDERS, INC. |S & M EQUIPMENT CO., INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 656A001 5.000 ACRE| 500.00000 2500.00| 575.00000 2875.00| 450.00000 2250.00 Mulching, Class A, Type 2 | | | 1210 658A001 130.000 ACRE| 1150.00000 149500.00| 1150.00000 149500.00| 1050.00000 136500.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1220 659A002 16107.000 SQYD| 5.00000 80535.00| 4.49000 72320.43| 6.00000 96642.00 Erosion Control Netting, Class C1 | | | 1230 665C000 1270.000 LF | 8.25000 10477.50| 15.00000 19050.00| 20.00000 25400.00 15" Temporary Pipe | | | 1240 665E000 1800.000 SQYD| 1.00000 1800.00| 2.00000 3600.00| 1.00000 1800.00 Polyethylene | | | 1250 665G000 500.000 EACH| 1.00000 500.00| 10.00000 5000.00| 5.00000 2500.00 Sand Bags | | | 1260 665I000 7050.000 TON | 10.00000 70500.00| 20.00000 141000.00| 13.00000 91650.00 Temporary Riprap, Class 2 | | | 1270 665J000 38648.000 LF | 3.00000 115944.00| 2.63000 101644.24| 4.25000 164254.00 Silt Fence, Type A | | | 1280 665K000 1000.000 CUYD| 5.00000 5000.00| 10.00000 10000.00| 1.00000 1000.00 Drainage Sump Excavation | | | 1290 665N000 1325.000 TON | 8.75000 11593.75| 15.00000 19875.00| 16.00000 21200.00 Temporary Coarse Aggregate For Inlet | | | Protection | | | 1300 665Q001 5400.000 LF | 3.50000 18900.00| 10.00000 54000.00| 10.00000 54000.00 20 Inch Wattle | | | 1310 666A001 83.000 ACRE| 0.01000 0.83| 35.00000 2905.00| 5.00000 415.00 Pest Control Treatment | | | 1320 672A000 125.000 GAL | 65.00000 8125.00| 75.00000 9375.00| 85.00000 10625.00 Flocculant Liquid | | | 1330 680A000 LUMP| 180000.00000 180000.00| 200000.00000 200000.00| 145000.00000 145000.00 Engineering Controls | | | 1340 701A028 10.000 MILE| 1640.00000 16400.00| 1886.00000 18860.00| 1645.00000 16450.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1350 701A032 8.000 MILE| 1640.00000 13120.00| 1886.00000 15088.00| 1645.00000 13160.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1360 701A041 8.000 MILE| 1050.00000 8400.00| 1207.50000 9660.00| 1100.00000 8800.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1370 701B009 8742.000 LF | 0.90000 7867.80| 1.04000 9091.68| 0.95000 8304.90 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -21 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 19074 |( 6 ) 02091 |NEWELL ROADBUILDERS, INC. |S & M EQUIPMENT CO., INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 701C000 8.000 MILE| 490.00000 3920.00| 563.50000 4508.00| 500.00000 4000.00 Broken Temporary Traffic Stripe | | | 1390 701C001 34.000 MILE| 590.00000 20060.00| 678.50000 23069.00| 600.00000 20400.00 Solid Temporary Traffic Stripe | | | 1400 701D007 1.000 MILE| 1650.00000 1650.00| 1897.50000 1897.50| 1675.00000 1675.00 Solid Traffic Stripe Removed (Paint) | | | 1410 701D008 1.000 MILE| 1750.00000 1750.00| 2012.50000 2012.50| 1750.00000 1750.00 Solid Traffic Stripe Removed (Plastic) | | | 1420 701D014 1.000 MILE| 1500.00000 1500.00| 1725.00000 1725.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Paint) | | | 1430 701D015 1.000 MILE| 1500.00000 1500.00| 1725.00000 1725.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Plastic) | | | 1440 703A002 3155.000 SQFT| 2.80000 8834.00| 3.22000 10159.10| 2.80000 8834.00 Traffic Control Markings, Class 2, Type | | | A | | | 1450 703B002 990.000 SQFT| 3.80000 3762.00| 4.37000 4326.30| 3.80000 3762.00 Traffic Control Legends, Class 2, Type | | | 1460 703D001 720.000 SQFT| 1.50000 1080.00| 1.73000 1245.60| 1.75000 1260.00 Temporary Traffic Control Markings | | | 1470 705A011 868.000 EACH| 5.75000 4991.00| 6.61000 5737.48| 10.00000 8680.00 Pavement Markers, Class C, Type 1-A | | | 1480 705A012 127.000 EACH| 5.75000 730.25| 6.61000 839.47| 6.00000 762.00 Pavement Markers, Class C, Type 1-B | | | 1490 705A022 284.000 EACH| 5.75000 1633.00| 6.61000 1877.24| 6.00000 1704.00 Pavement Markers, Class C, Type 2-C | | | 1500 705A023 900.000 EACH| 5.75000 5175.00| 6.61000 5949.00| 6.00000 5400.00 Pavement Markers, Class C, Type 2-D | | | 1510 705A024 284.000 EACH| 5.75000 1633.00| 6.61000 1877.24| 6.00000 1704.00 Pavement Markers, Class C, Type 2-E | | | 1520 705A030 355.000 EACH| 5.75000 2041.25| 6.61000 2346.55| 6.00000 2130.00 Pavement Markers, Class A-H, Type 2-C | | | 1530 705A031 758.000 EACH| 5.75000 4358.50| 6.61000 5010.38| 6.00000 4548.00 Pavement Markers, Class A-H, Type 1-A | | | 1540 705A032 311.000 EACH| 5.75000 1788.25| 6.61000 2055.71| 6.00000 1866.00 Pavement Markers, Class A-H, Type 1-B | | | 1550 705A037 21.000 EACH| 5.75000 120.75| 6.61000 138.81| 6.00000 126.00 Pavement Markers, Class A-H, Type 2-D | | | 1560 705A038 51.000 EACH| 5.75000 293.25| 6.61000 337.11| 6.00000 306.00 Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -22 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 19074 |( 6 ) 02091 |NEWELL ROADBUILDERS, INC. |S & M EQUIPMENT CO., INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 707B003 1.000 EACH| 140.00000 140.00| 143.75000 143.75| 750.00000 750.00 Type A Hazard Marker Installation | | | 1580 710A115 234.000 SQFT| 13.00000 3042.00| 15.53000 3634.02| 14.00000 3276.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1590 710A126 481.000 SQFT| 15.00000 7215.00| 17.83000 8576.23| 17.00000 8177.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1600 710B001 1417.000 LF | 4.75000 6730.75| 6.90000 9777.30| 5.00000 7085.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1610 726A000 100.000 LF | 80.00000 8000.00| 46.00000 4600.00| 65.00000 6500.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1620 726A001 20.000 LF | 100.00000 2000.00| 57.50000 1150.00| 75.00000 1500.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1630 726D026 2.000 EACH| 7500.00000 15000.00| 8625.00000 17250.00| 12000.00000 24000.00 Portable Impact Attenuator(Assembly | | | Bi-directional, TL-3) | | | 1640 740B000 1860.000 SQFT| 7.50000 13950.00| 8.50000 15810.00| 7.75000 14415.00 Construction Signs | | | 1650 740D000 500.000 EACH| 54.00000 27000.00| 65.00000 32500.00| 65.00000 32500.00 Channelizing Drums | | | 1660 740E000 50.000 EACH| 20.00000 1000.00| 12.00000 600.00| 75.00000 3750.00 Cones (36 Inches High) | | | 1670 740F002 66.000 EACH| 180.00000 11880.00| 225.00000 14850.00| 250.00000 16500.00 Barricades, Type III | | | 1680 740I005 20.000 EACH| 650.00000 13000.00| 1000.00000 20000.00| 700.00000 14000.00 Warning Lights, Type B (Detachable Head | | | 1690 740M001 50.000 EACH| 10.00000 500.00| 8.00000 400.00| 7.00000 350.00 Ballast For Cone | | | 1700 741C010 1.000 EACH| 4500.00000 4500.00| 3500.00000 3500.00| 5000.00000 5000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1710 742A001 2.000 EACH| 18000.00000 36000.00| 15000.00000 30000.00| 21000.00000 42000.00 Portable Changeable Message Sign, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -23 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 19074 |( 6 ) 02091 |NEWELL ROADBUILDERS, INC. |S & M EQUIPMENT CO., INC. |BOYD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1720 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 | $ 9,861,651.51| $ 9,881,633.92| $ 9,994,100.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,861,651.51| $ 9,881,633.92| $ 9,994,100.09 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -24 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 08016 |( 9 ) 11014 |EUTAW CONSTRUCTION CO., INC |HILL BROTHERS CONSTRUCTION |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 452000.00000 452000.00| 550000.00000 550000.00| 564000.00000 564000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 188 Acres)) | | | 0020 206B009 LUMP| 10000.00000 10000.00| 50000.00000 50000.00| 50000.00000 50000.00 Removal Of Old Box Culvert, (Partial), | | | Station 81+29.4, 67.8' Rt. | | | 0030 206C002 3706.000 SQYD| 8.00000 29648.00| 6.00000 22236.00| 2.00000 7412.00 Removing Concrete Slope Paving | | | 0040 206C010 37.000 SQYD| 8.00000 296.00| 8.00000 296.00| 10.00000 370.00 Removing Concrete Driveway | | | 0050 206D000 1559.000 LF | 10.00000 15590.00| 13.00000 20267.00| 8.00000 12472.00 Removing Pipe | | | 0060 206D001 5619.000 LF | 2.00000 11238.00| 1.10000 6180.90| 2.00000 11238.00 Removing Guardrail | | | 0070 206E000 65.000 EACH| 250.00000 16250.00| 500.00000 32500.00| 350.00000 22750.00 Removing Headwalls | | | 0080 206E001 16.000 EACH| 250.00000 4000.00| 600.00000 9600.00| 300.00000 4800.00 Removing Inlets | | | 0090 206E008 30.000 EACH| 175.00000 5250.00| 100.00000 3000.00| 300.00000 9000.00 Removing Guardrail End Anchor (All Type | | | 0100 210A000 744467.000 CUYD| 2.15000 1600604.05| 1.95000 1451710.65| 3.40000 2531187.80 Unclassified Excavation | | | 0110 210C000 4900.000 CUYD| 10.00000 49000.00| 5.50000 26950.00| 5.00000 24500.00 Muck Excavation | | | 0120 210D000 6147.000 CUYD| 5.00000 30735.00| 6.00000 36882.00| 5.00000 30735.00 Borrow Excavation | | | 0130 210D011 6606.000 CUYD| 8.00000 52848.00| 8.00000 52848.00| 6.00000 39636.00 Borrow Excavation (A-4 or Better) | | | 0140 210E001 4900.000 CUYD| 30.00000 147000.00| 20.00000 98000.00| 26.00000 127400.00 Borrow Excavation (Underwater | | | Embankment) | | | 0150 214A000 7808.000 CUYD| 22.00000 171776.00| 12.00000 93696.00| 15.00000 117120.00 Structure Excavation | | | 0160 214B001 2326.000 CUYD| 27.00000 62802.00| 22.00000 51172.00| 15.00000 34890.00 Foundation Backfill, Commercial | | | 0170 243A022 6100.000 SQYD| 4.50000 27450.00| 5.00000 30500.00| 6.00000 36600.00 Geosynthetic Reinforcement For | | | Reinforced Slopes, Type 3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -25 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 08016 |( 9 ) 11014 |EUTAW CONSTRUCTION CO., INC |HILL BROTHERS CONSTRUCTION |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 260A000 218.000 CUYD| 350.00000 76300.00| 125.00000 27250.00| 150.00000 32700.00 Cement Mortar Flowable Backfill, Mix 1 | | | 0190 301A000 15333.000 SQYD| 2.00000 30666.00| 1.70000 26066.10| 2.50000 38332.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 3" Compacted Thickness | | | 0200 301A012 7475.000 SQYD| 4.50000 33637.50| 3.85000 28778.75| 4.00000 29900.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0210 301A016 122036.000 SQYD| 5.50000 671198.00| 4.40000 536958.40| 4.75000 579671.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | 0220 401A000 118772.000 SQYD| 0.31000 36819.32| 0.31000 36819.32| 0.31000 36819.32 Bituminous Treatment A | | | 0230 405A000 16591.000 GAL | 1.04000 17254.64| 1.05000 17420.55| 1.04000 17254.64 Tack Coat | | | 0240 408A051 66704.000 SQYD| 0.45000 30016.80| 0.40000 26681.60| 0.40000 26681.60 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0250 410C000 1.000 EACH| 3000.00000 3000.00| 2925.00000 2925.00| 2929.53000 2929.53 Contractor Retained Profilograph | | | 0260 410H000 1.000 EACH| 85000.00000 85000.00| 80000.00000 80000.00| 80236.05000 80236.05 Material Remixing Device | | | 0270 424A360 12880.000 TON | 35.00000 450800.00| 32.75000 421820.00| 32.80000 422464.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424A366 500.000 TON | 38.00000 19000.00| 35.50000 17750.00| 35.57000 17785.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 424B651 32827.000 TON | 30.00000 984810.00| 27.50000 902742.50| 27.56000 904712.12 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0300 424B655 300.000 TON | 53.00000 15900.00| 50.25000 15075.00| 50.24000 15072.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0310 424B657 500.000 TON | 41.00000 20500.00| 38.25000 19125.00| 38.26000 19130.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -26 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 08016 |( 9 ) 11014 |EUTAW CONSTRUCTION CO., INC |HILL BROTHERS CONSTRUCTION |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B659 500.000 TON | 39.00000 19500.00| 37.00000 18500.00| 37.07000 18535.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0330 424B660 3350.000 TON | 35.00000 117250.00| 33.00000 110550.00| 33.00000 110550.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0340 424C360 37341.000 TON | 31.00000 1157571.00| 28.75000 1073553.75| 28.80000 1075420.80 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0350 428C000 72843.000 LF | 0.15000 10926.45| 0.12000 8741.16| 0.12000 8741.16 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0360 430B014 1434.000 TON | 25.00000 35850.00| 15.00000 21510.00| 15.00000 21510.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0370 430B017 2100.000 TON | 20.00000 42000.00| 15.00000 31500.00| 15.00000 31500.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0380 502A000 61420.000 LB | 0.60000 36852.00| 0.75000 46065.00| 0.68000 41765.60 Steel Reinforcement | | | 0390 524B011 304.000 CUYD| 350.00000 106400.00| 550.00000 167200.00| 400.00000 121600.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0400 530A002 4630.000 LF | 29.00000 134270.00| 40.00000 185200.00| 25.00000 115750.00 24" Roadway Pipe (Class 3 R.C.) | | | 0410 530A003 886.000 LF | 38.00000 33668.00| 45.00000 39870.00| 32.00000 28352.00 30" Roadway Pipe (Class 3 R.C.) | | | 0420 530A004 546.000 LF | 45.00000 24570.00| 55.00000 30030.00| 39.00000 21294.00 36" Roadway Pipe (Class 3 R.C.) | | | 0430 530A005 262.000 LF | 52.00000 13624.00| 65.00000 17030.00| 48.00000 12576.00 42" Roadway Pipe (Class 3 R.C.) | | | 0440 530A006 114.000 LF | 67.00000 7638.00| 75.00000 8550.00| 59.00000 6726.00 48" Roadway Pipe (Class 3 R.C.) | | | 0450 530A015 168.000 LF | 47.00000 7896.00| 55.00000 9240.00| 45.00000 7560.00 36" Roadway Pipe (Class 4 R.C.) | | | 0460 530A018 102.000 LF | 83.00000 8466.00| 100.00000 10200.00| 97.00000 9894.00 54" Roadway Pipe (Class 4 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -27 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 08016 |( 9 ) 11014 |EUTAW CONSTRUCTION CO., INC |HILL BROTHERS CONSTRUCTION |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 530A106 20.000 LF | 69.00000 1380.00| 95.00000 1900.00| 75.00000 1500.00 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A152 58.000 LF | 65.00000 3770.00| 75.00000 4350.00| 60.00000 3480.00 36" Roadway Pipe (14 Gauge C.C.S.) | | | 0490 530A155 370.000 LF | 48.00000 17760.00| 50.00000 18500.00| 34.00000 12580.00 24" Roadway Pipe(14 Gauge C.C.S.) | | | 0500 530A156 87.000 LF | 53.00000 4611.00| 60.00000 5220.00| 49.00000 4263.00 30" Roadway Pipe (14 Gauge C.C.S.) | | | 0510 530A800 41.000 LF | 33.00000 1353.00| 60.00000 2460.00| 28.00000 1148.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0520 530C024 116.000 LF | 560.00000 64960.00| 500.00000 58000.00| 400.00000 46400.00 36" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | 0530 534E000 163.000 LF | 16.00000 2608.00| 35.00000 5705.00| 75.00000 12225.00 Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0540 534F000 707.000 LF | 10.00000 7070.00| 45.00000 31815.00| 150.00000 106050.00 Cleaning Existing Culvert(Greater Than | | | 48" Horizontal Opening | | | 0550 535A001 374.000 LF | 14.00000 5236.00| 25.00000 9350.00| 22.00000 8228.00 18" Side Drain Pipe | | | 0560 535A002 216.000 LF | 20.00000 4320.00| 30.00000 6480.00| 25.00000 5400.00 24" Side Drain Pipe | | | 0570 535A003 64.000 LF | 27.00000 1728.00| 40.00000 2560.00| 35.00000 2240.00 30" Side Drain Pipe | | | 0580 535A004 118.000 LF | 33.00000 3894.00| 45.00000 5310.00| 45.00000 5310.00 36" Side Drain Pipe | | | 0590 535A005 72.000 LF | 45.00000 3240.00| 55.00000 3960.00| 60.00000 4320.00 42" Side Drain Pipe | | | 0600 535A007 72.000 LF | 51.00000 3672.00| 65.00000 4680.00| 75.00000 5400.00 54" Side Drain Pipe | | | 0610 535B018 48.000 LF | 125.00000 6000.00| 125.00000 6000.00| 135.00000 6480.00 73" Span, 45" Rise Side Drain Pipe | | | 0620 538A004 144.000 LF | 150.00000 21600.00| 175.00000 25200.00| 200.00000 28800.00 24" Roadway Pipe Rehabilitation | | | 0630 538A005 92.000 LF | 205.00000 18860.00| 250.00000 23000.00| 280.00000 25760.00 30" Roadway Pipe Rehabilitation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -28 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 08016 |( 9 ) 11014 |EUTAW CONSTRUCTION CO., INC |HILL BROTHERS CONSTRUCTION |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 538A006 140.000 LF | 275.00000 38500.00| 325.00000 45500.00| 320.00000 44800.00 36" Roadway Pipe Rehabilitation | | | 0650 538A008 153.000 LF | 350.00000 53550.00| 375.00000 57375.00| 420.00000 64260.00 48" Roadway Pipe Rehabilitation | | | 0660 538A009 179.000 LF | 400.00000 71600.00| 400.00000 71600.00| 575.00000 102925.00 54" Roadway Pipe Rehabilitation | | | 0670 600A000 LUMP| 815000.00000 815000.00| 975000.00000 975000.00| 650000.00000 650000.00 Mobilization | | | 0680 602A000 61.000 EACH| 100.00000 6100.00| 80.00000 4880.00| 100.00000 6100.00 Right Of Way Markers | | | 0690 606A000 5000.000 LF | 8.00000 40000.00| 15.00000 75000.00| 15.00000 75000.00 6" Underdrain Pipe | | | 0700 610C001 19108.000 TON | 25.00000 477700.00| 15.00000 286620.00| 15.00000 286620.00 Loose Riprap, Class 2 | | | 0710 610D000 15441.000 SQYD| 2.50000 38602.50| 2.20000 33970.20| 3.00000 46323.00 Filter Blanket | | | 0720 610D004 1328.000 SQYD| 2.50000 3320.00| 0.65000 863.20| 2.50000 3320.00 Filter Blanket, Aggregate | | | 0730 614A000 1346.000 CUYD| 200.00000 269200.00| 330.00000 444180.00| 240.00000 323040.00 Slope Paving | | | 0740 618B003 29.000 SQYD| 30.00000 870.00| 50.00000 1450.00| 41.00000 1189.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0750 619A003 34.000 EACH| 600.00000 20400.00| 750.00000 25500.00| 700.00000 23800.00 24" Roadway Pipe End Treatment, Class 1 | | | 0760 619A004 6.000 EACH| 750.00000 4500.00| 1000.00000 6000.00| 800.00000 4800.00 30" Roadway Pipe End Treatment, Class 1 | | | 0770 619A005 6.000 EACH| 850.00000 5100.00| 1150.00000 6900.00| 900.00000 5400.00 36" Roadway Pipe End Treatment, Class 1 | | | 0780 619A006 1.000 EACH| 950.00000 950.00| 1400.00000 1400.00| 1100.00000 1100.00 42" Roadway Pipe End Treatment, Class 1 | | | 0790 619A007 2.000 EACH| 1000.00000 2000.00| 1800.00000 3600.00| 1200.00000 2400.00 48" Roadway Pipe End Treatment, Class 1 | | | 0800 619A008 1.000 EACH| 1200.00000 1200.00| 2225.00000 2225.00| 2000.00000 2000.00 54" Roadway Pipe End Treatment, Class 1 | | | 0810 619A101 14.000 EACH| 500.00000 7000.00| 535.00000 7490.00| 650.00000 9100.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0820 619A102 8.000 EACH| 600.00000 4800.00| 675.00000 5400.00| 700.00000 5600.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -29 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 08016 |( 9 ) 11014 |EUTAW CONSTRUCTION CO., INC |HILL BROTHERS CONSTRUCTION |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 619A103 2.000 EACH| 700.00000 1400.00| 900.00000 1800.00| 850.00000 1700.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0840 619A104 4.000 EACH| 800.00000 3200.00| 1150.00000 4600.00| 900.00000 3600.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0850 619A105 2.000 EACH| 900.00000 1800.00| 1500.00000 3000.00| 1100.00000 2200.00 42" Side Drain Pipe End Treatment, | | | Class 1 | | | 0860 619A107 2.000 EACH| 1000.00000 2000.00| 2200.00000 4400.00| 2000.00000 4000.00 54" Side Drain Pipe End Treatment, | | | Class 1 | | | 0870 619B123 2.000 EACH| 1200.00000 2400.00| 6050.00000 12100.00| 2400.00000 4800.00 73" Span, 45" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0880 620A000 4.000 CUYD| 1000.00000 4000.00| 1250.00000 5000.00| 700.00000 2800.00 Minor Structure Concrete | | | 0890 621A000 3.000 EACH| 2000.00000 6000.00| 1750.00000 5250.00| 1800.00000 5400.00 Junction Boxes, Type 1, 1P Or 5 | | | 0900 621A001 2.000 EACH| 2500.00000 5000.00| 3300.00000 6600.00| 1800.00000 3600.00 Junction Boxes, Type 1, 2P Or 5 | | | 0910 621A004 4.000 EACH| 5000.00000 20000.00| 4400.00000 17600.00| 2200.00000 8800.00 Junction Boxes, Type 4 | | | 0920 621A010 5.000 EACH| 2000.00000 10000.00| 1525.00000 7625.00| 2000.00000 10000.00 Junction Boxes, Type 3 | | | 0930 621A016 4.000 EACH| 3500.00000 14000.00| 2275.00000 9100.00| 2200.00000 8800.00 Junction Boxes, Type 4, 1P Or 5 | | | 0940 621A058 11.000 EACH| 2000.00000 22000.00| 3775.00000 41525.00| 2200.00000 24200.00 Junction Boxes, Type 3 (Modified) | | | 0950 621B000 2.000 EACH| 800.00000 1600.00| 625.00000 1250.00| 500.00000 1000.00 Junction Box Units, Type 1, 1P Or 5 | | | 0960 621B001 1.000 EACH| 800.00000 800.00| 1275.00000 1275.00| 500.00000 500.00 Junction Box Units, Type 1, 2P Or 5 | | | 0970 621B004 4.000 EACH| 1000.00000 4000.00| 1075.00000 4300.00| 500.00000 2000.00 Junction Box Units, Type 4 | | | 0980 621B013 2.000 EACH| 1000.00000 2000.00| 925.00000 1850.00| 500.00000 1000.00 Junction Box Units, Type 4, 1P Or 5 | | | 0990 621C002 5.000 EACH| 1200.00000 6000.00| 3650.00000 18250.00| 1800.00000 9000.00 Inlets, Type C, P1 Or P3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -30 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 08016 |( 9 ) 11014 |EUTAW CONSTRUCTION CO., INC |HILL BROTHERS CONSTRUCTION |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 621C006 1.000 EACH| 3500.00000 3500.00| 3000.00000 3000.00| 6500.00000 6500.00 Inlets, Type KL | | | 1010 621C020 21.000 EACH| 1200.00000 25200.00| 2400.00000 50400.00| 1800.00000 37800.00 Inlets, Type Y | | | 1020 621C100 1.000 EACH| 2500.00000 2500.00| 4250.00000 4250.00| 2000.00000 2000.00 Inlets, Type PR | | | 1030 621C132 17.000 EACH| 1400.00000 23800.00| 3000.00000 51000.00| 1900.00000 32300.00 Inlets, Type Y (Modified) | | | 1040 621C152 4.000 EACH| 600.00000 2400.00| 1100.00000 4400.00| 1200.00000 4800.00 Inlets, Type Y (Partial Base Only) | | | 1050 621D019 24.000 EACH| 400.00000 9600.00| 1800.00000 43200.00| 500.00000 12000.00 Inlet Units, Type Y | | | 1060 621D055 6.000 EACH| 600.00000 3600.00| 1250.00000 7500.00| 500.00000 3000.00 Inlet Units, Type Y (Modified) | | | 1070 621I001 9.000 EACH| 6000.00000 54000.00| 7000.00000 63000.00| 5000.00000 45000.00 Stilling Basins, Type 1 | | | 1080 621I002 1.000 EACH| 8000.00000 8000.00| 9000.00000 9000.00| 8000.00000 8000.00 Stilling Basins, Type 2 | | | 1090 630A001 6438.000 LF | 15.50000 99789.00| 13.00000 83694.00| 12.90000 83050.20 Steel Beam Guardrail, Class A, Type 2 | | | 1100 630C001 9.000 EACH| 650.00000 5850.00| 600.00000 5400.00| 600.00000 5400.00 Guardrail End Anchor, Type 8 | | | 1110 630C070 13.000 EACH| 1350.00000 17550.00| 1350.00000 17550.00| 1350.00000 17550.00 Guardrail End Anchor, Type 10 Series | | | 1120 650A000 44190.000 CUYD| 3.50000 154665.00| 2.00000 88380.00| 4.60000 203274.00 Topsoil | | | 1130 652A050 19.000 ACRE| 500.00000 9500.00| 450.00000 8550.00| 475.00000 9025.00 Seeding (Mix 1A) | | | 1140 652A053 1.000 ACRE| 500.00000 500.00| 450.00000 450.00| 505.00000 505.00 Seeding (Mix 1E) | | | 1150 652B050 10.000 ACRE| 425.00000 4250.00| 420.00000 4200.00| 350.00000 3500.00 Temporary Seeding (Mix 1AT) | | | 1160 652C000 130.000 ACRE| 30.00000 3900.00| 58.00000 7540.00| 50.00000 6500.00 Mowing | | | 1170 652D050 10.000 ACRE| 425.00000 4250.00| 630.00000 6300.00| 450.00000 4500.00 Seeding In Stubble (Mix 1A) | | | 1180 654A000 2205.000 SQYD| 3.50000 7717.50| 3.75000 8268.75| 3.50000 7717.50 Solid Sodding | | | 1190 656A000 25.000 ACRE| 425.00000 10625.00| 450.00000 11250.00| 400.00000 10000.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -31 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 08016 |( 9 ) 11014 |EUTAW CONSTRUCTION CO., INC |HILL BROTHERS CONSTRUCTION |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 656A001 5.000 ACRE| 450.00000 2250.00| 675.00000 3375.00| 400.00000 2000.00 Mulching, Class A, Type 2 | | | 1210 658A001 130.000 ACRE| 1050.00000 136500.00| 900.00000 117000.00| 1250.00000 162500.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1220 659A002 16107.000 SQYD| 5.00000 80535.00| 4.50000 72481.50| 3.50000 56374.50 Erosion Control Netting, Class C1 | | | 1230 665C000 1270.000 LF | 15.00000 19050.00| 16.00000 20320.00| 15.00000 19050.00 15" Temporary Pipe | | | 1240 665E000 1800.000 SQYD| 1.25000 2250.00| 2.00000 3600.00| 2.00000 3600.00 Polyethylene | | | 1250 665G000 500.000 EACH| 12.00000 6000.00| 10.00000 5000.00| 6.00000 3000.00 Sand Bags | | | 1260 665I000 7050.000 TON | 25.00000 176250.00| 15.00000 105750.00| 12.00000 84600.00 Temporary Riprap, Class 2 | | | 1270 665J000 38648.000 LF | 2.50000 96620.00| 3.50000 135268.00| 4.00000 154592.00 Silt Fence, Type A | | | 1280 665K000 1000.000 CUYD| 4.00000 4000.00| 15.00000 15000.00| 8.00000 8000.00 Drainage Sump Excavation | | | 1290 665N000 1325.000 TON | 21.00000 27825.00| 25.00000 33125.00| 18.00000 23850.00 Temporary Coarse Aggregate For Inlet | | | Protection | | | 1300 665Q001 5400.000 LF | 6.00000 32400.00| 8.00000 43200.00| 5.50000 29700.00 20 Inch Wattle | | | 1310 666A001 83.000 ACRE| 0.01000 0.83| 10.50000 871.50| 30.00000 2490.00 Pest Control Treatment | | | 1320 672A000 125.000 GAL | 70.00000 8750.00| 72.00000 9000.00| 55.00000 6875.00 Flocculant Liquid | | | 1330 680A000 LUMP| 250000.00000 250000.00| 400000.00000 400000.00| 80000.00000 80000.00 Engineering Controls | | | 1340 701A028 10.000 MILE| 1640.00000 16400.00| 1900.00000 19000.00| 1640.00000 16400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1350 701A032 8.000 MILE| 1640.00000 13120.00| 1900.00000 15200.00| 1640.00000 13120.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1360 701A041 8.000 MILE| 1050.00000 8400.00| 1000.00000 8000.00| 1050.00000 8400.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1370 701B009 8742.000 LF | 0.90000 7867.80| 0.85000 7430.70| 0.90000 7867.80 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -32 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 08016 |( 9 ) 11014 |EUTAW CONSTRUCTION CO., INC |HILL BROTHERS CONSTRUCTION |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 701C000 8.000 MILE| 490.00000 3920.00| 515.00000 4120.00| 490.00000 3920.00 Broken Temporary Traffic Stripe | | | 1390 701C001 34.000 MILE| 590.00000 20060.00| 685.00000 23290.00| 590.00000 20060.00 Solid Temporary Traffic Stripe | | | 1400 701D007 1.000 MILE| 1650.00000 1650.00| 2800.00000 2800.00| 1650.00000 1650.00 Solid Traffic Stripe Removed (Paint) | | | 1410 701D008 1.000 MILE| 1750.00000 1750.00| 3150.00000 3150.00| 1750.00000 1750.00 Solid Traffic Stripe Removed (Plastic) | | | 1420 701D014 1.000 MILE| 1500.00000 1500.00| 1575.00000 1575.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Paint) | | | 1430 701D015 1.000 MILE| 1500.00000 1500.00| 1575.00000 1575.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Plastic) | | | 1440 703A002 3155.000 SQFT| 2.80000 8834.00| 4.00000 12620.00| 2.80000 8834.00 Traffic Control Markings, Class 2, Type | | | A | | | 1450 703B002 990.000 SQFT| 3.80000 3762.00| 7.00000 6930.00| 3.80000 3762.00 Traffic Control Legends, Class 2, Type | | | 1460 703D001 720.000 SQFT| 1.50000 1080.00| 2.00000 1440.00| 1.50000 1080.00 Temporary Traffic Control Markings | | | 1470 705A011 868.000 EACH| 5.75000 4991.00| 6.00000 5208.00| 5.75000 4991.00 Pavement Markers, Class C, Type 1-A | | | 1480 705A012 127.000 EACH| 5.75000 730.25| 6.00000 762.00| 5.75000 730.25 Pavement Markers, Class C, Type 1-B | | | 1490 705A022 284.000 EACH| 5.75000 1633.00| 6.00000 1704.00| 5.75000 1633.00 Pavement Markers, Class C, Type 2-C | | | 1500 705A023 900.000 EACH| 5.75000 5175.00| 6.00000 5400.00| 5.75000 5175.00 Pavement Markers, Class C, Type 2-D | | | 1510 705A024 284.000 EACH| 5.75000 1633.00| 6.00000 1704.00| 5.75000 1633.00 Pavement Markers, Class C, Type 2-E | | | 1520 705A030 355.000 EACH| 5.75000 2041.25| 6.00000 2130.00| 5.75000 2041.25 Pavement Markers, Class A-H, Type 2-C | | | 1530 705A031 758.000 EACH| 5.75000 4358.50| 6.00000 4548.00| 5.75000 4358.50 Pavement Markers, Class A-H, Type 1-A | | | 1540 705A032 311.000 EACH| 5.75000 1788.25| 6.00000 1866.00| 5.75000 1788.25 Pavement Markers, Class A-H, Type 1-B | | | 1550 705A037 21.000 EACH| 5.75000 120.75| 6.00000 126.00| 5.75000 120.75 Pavement Markers, Class A-H, Type 2-D | | | 1560 705A038 51.000 EACH| 5.75000 293.25| 6.00000 306.00| 5.75000 293.25 Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -33 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 08016 |( 9 ) 11014 |EUTAW CONSTRUCTION CO., INC |HILL BROTHERS CONSTRUCTION |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 707B003 1.000 EACH| 140.00000 140.00| 150.00000 150.00| 200.00000 200.00 Type A Hazard Marker Installation | | | 1580 710A115 234.000 SQFT| 13.00000 3042.00| 14.00000 3276.00| 12.00000 2808.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1590 710A126 481.000 SQFT| 15.00000 7215.00| 16.00000 7696.00| 12.00000 5772.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1600 710B001 1417.000 LF | 4.75000 6730.75| 5.00000 7085.00| 8.00000 11336.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1610 726A000 100.000 LF | 40.00000 4000.00| 40.00000 4000.00| 40.00000 4000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1620 726A001 20.000 LF | 50.00000 1000.00| 50.00000 1000.00| 40.00000 800.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1630 726D026 2.000 EACH| 7500.00000 15000.00| 7500.00000 15000.00| 12000.00000 24000.00 Portable Impact Attenuator(Assembly | | | Bi-directional, TL-3) | | | 1640 740B000 1860.000 SQFT| 7.50000 13950.00| 9.00000 16740.00| 8.00000 14880.00 Construction Signs | | | 1650 740D000 500.000 EACH| 54.00000 27000.00| 62.00000 31000.00| 50.00000 25000.00 Channelizing Drums | | | 1660 740E000 50.000 EACH| 12.00000 600.00| 20.00000 1000.00| 20.00000 1000.00 Cones (36 Inches High) | | | 1670 740F002 66.000 EACH| 180.00000 11880.00| 265.00000 17490.00| 400.00000 26400.00 Barricades, Type III | | | 1680 740I005 20.000 EACH| 650.00000 13000.00| 685.00000 13700.00| 800.00000 16000.00 Warning Lights, Type B (Detachable Head | | | 1690 740M001 50.000 EACH| 7.00000 350.00| 9.00000 450.00| 10.00000 500.00 Ballast For Cone | | | 1700 741C010 1.000 EACH| 4500.00000 4500.00| 4000.00000 4000.00| 9000.00000 9000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1710 742A001 2.000 EACH| 18000.00000 36000.00| 13500.00000 27000.00| 9000.00000 18000.00 Portable Changeable Message Sign, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 003 -34 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040430003 COUNTIES : FRANKLIN LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 08016 |( 9 ) 11014 |EUTAW CONSTRUCTION CO., INC |HILL BROTHERS CONSTRUCTION |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1720 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 | $ 10,610,768.39| $ 10,613,354.53| $ 10,925,291.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,610,768.39| $ 10,613,354.53| $ 10,925,291.37 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20040430004 COUNTIES : HOUSTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0012(511) for constructing the Planing, Resurfacing and Traffic Stripe on U.S.#84 from the west city limits of Ashford to near C.R.#58. Length 4.183 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,498,895.06 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,748,745.65 116.6690% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040430004 COUNTIES : HOUSTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E019 2.000 EACH| 100.00000 200.00| 150.00000 300.00| Removing Guardrail End Anchor (Type 10) | | | 0020 210D021 1538.000 CUYD| 13.09000 20132.42| 6.50000 9997.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0030 212A000 442.000 STA | 37.38000 16521.96| 36.75000 16243.50| Machine Grading Shoulders | | | 0040 405A000 9734.000 GAL | 2.34000 22777.56| 2.50000 24335.00| Tack Coat | | | 0050 408A052 117808.000 SQYD| 0.40000 47123.20| 0.95000 111917.60| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A281 17048.000 TON | 46.95000 800403.60| 49.50000 843876.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0070 424A286 8463.000 TON | 48.73000 412401.99| 49.75000 421034.25| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 428C000 88357.000 LF | 0.11000 9719.27| 0.10000 8835.70| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0090 600A000 LUMP| 19000.00000 19000.00| 150000.00000 150000.00| Mobilization | | | 0100 630C070 2.000 EACH| 1750.00000 3500.00| 2000.00000 4000.00| Guardrail End Anchor, Type 10 Series | | | 0110 651B000 17.000 TON | 5.00000 85.00| 32.00000 544.00| Agricultural Limestone | | | 0120 652A061 9.000 ACRE| 375.00000 3375.00| 370.00000 3330.00| Seeding (Mix 3E) | | | 0130 656A000 9.000 ACRE| 370.00000 3330.00| 340.00000 3060.00| Mulching, Class A, Type 1 | | | 0140 665F000 100.000 EACH| 4.25000 425.00| 7.00000 700.00| Hay Bales | | | 0150 665J000 1500.000 LF | 3.00000 4500.00| 2.80000 4200.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040430004 COUNTIES : HOUSTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 680A000 LUMP| 10364.14000 10364.14| 17500.00000 17500.00| Engineering Controls | | | 0170 701A028 10.000 MILE| 1450.00000 14500.00| 1450.00000 14500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A032 9.000 MILE| 1450.00000 13050.00| 1450.00000 13050.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A041 9.000 MILE| 950.00000 8550.00| 950.00000 8550.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701B009 11483.000 LF | 0.80000 9186.40| 0.80000 9186.40| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0210 701C000 17.000 MILE| 390.00000 6630.00| 390.00000 6630.00| Broken Temporary Traffic Stripe | | | 0220 701C001 37.000 MILE| 450.00000 16650.00| 450.00000 16650.00| Solid Temporary Traffic Stripe | | | 0230 701D007 1.000 MILE| 1700.00000 1700.00| 1700.00000 1700.00| Solid Traffic Stripe Removed (Paint) | | | 0240 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Plastic) | | | 0250 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0260 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0270 703A002 3783.000 SQFT| 2.25000 8511.75| 2.25000 8511.75| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703B002 1891.000 SQFT| 3.25000 6145.75| 3.25000 6145.75| Traffic Control Legends, Class 2, Type | | | 0290 703D001 2532.000 SQFT| 1.30000 3291.60| 1.30000 3291.60| Temporary Traffic Control Markings | | | 0300 703E001 546.000 SQFT| 1.30000 709.80| 1.30000 709.80| Temporary Traffic Control Legends | | | 0310 705A030 731.000 EACH| 5.00000 3655.00| 5.00000 3655.00| Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 553.000 EACH| 5.00000 2765.00| 5.00000 2765.00| Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040430004 COUNTIES : HOUSTON LETTING DATE : 04/30/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740B000 1718.000 SQFT| 7.35000 12627.30| 7.35000 12627.30| Construction Signs | | | 0340 740E000 200.000 EACH| 11.82000 2364.00| 15.00000 3000.00| Cones (36 Inches High) | | | 0350 740M001 200.000 EACH| 7.66000 1532.00| 10.00000 2000.00| Ballast For Cone | | | 0360 741C010 2.000 EACH| 638.66000 1277.32| 1575.00000 3150.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0370 742A001 2.000 EACH| 3570.00000 7140.00| 4000.00000 8000.00| Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 1,498,895.06| $ 1,748,745.65| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,498,895.06| $ 1,748,745.65| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20040430005 COUNTIES : LAWRENCE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 CONTRACT TIME : 450 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-0157(501) for constructing the Additional Lanes (Pavement, Partial Grade & Drain and Signing) on S.R.#157 from near C.R.#205 to the existing five lane section in Moulton. Length 10.420 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 8,596,996.20 100.0000% 2 08077 HASTINGS GENERAL CONTRACTING, INC. $ 10,138,153.28 117.9267% 3 01087 APAC-SOUTHEAST, INC. $ 11,543,693.20 134.2759% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040430005 COUNTIES : LAWRENCE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 08077 |( 3 ) 01087 |ROGERS GROUP, INC. |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001M LUMP| 70000.00000 70000.00| 125800.00000 125800.00| 100589.06000 100589.06 Clearing And Grubbing (Maximum | | | Allowable Bid $7400 Per | | | Hectare)(Approximately 17 Hectares) | | | 0020 206B000M LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 2803.53000 2803.53 Removal Of Old Box Culvert, Station | | | 30+82.6 (Left) | | | 0030 206B001M LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 5607.03000 5607.03 Removal Of Old Box Culvert, Station | | | 42+99.5 (Left | | | 0040 206B002M LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 2803.53000 2803.53 Removal Of Old Box Culvert, Station | | | 47+54.1 (Left) | | | 0050 206B003M LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 2803.53000 2803.53 Removal Of Old Box Culvert, Station | | | 52+70.0 (Left) | | | 0060 206B004M LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 2803.53000 2803.53 Removal Of Old Box Culvert, Station | | | 61+68.5 (Left) | | | 0070 206B005M LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 2803.53000 2803.53 Removal Of Old Box Culvert, Station | | | 76+26.0 (Left) | | | 0080 206B006M LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 2803.53000 2803.53 Removal Of Old Box Culvert, Station | | | 104+04.6 (Left) | | | 0090 206B007M LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 2803.53000 2803.53 Removal Of Old Box Culvert, Station | | | 108+12.2 (Left) | | | 0100 206D000M 170.000 M | 13.65000 2320.50| 13.12000 2230.40| 51.00000 8670.00 Removing Pipe | | | 0110 206D001M 36.000 M | 7.50000 270.00| 13.12000 472.32| 6.83000 245.88 Removing Guardrail | | | 0120 206E000M 11.000 EACH| 200.00000 2200.00| 300.00000 3300.00| 158.78000 1746.58 Removing Headwalls | | | 0130 206E008M 12.000 EACH| 175.00000 2100.00| 200.00000 2400.00| 103.43000 1241.16 Removing Guardrail End Anchor (All Type | | | 0140 210A000M 8326.000 M3 | 11.65000 96997.90| 5.24000 43628.24| 6.39000 53203.14 Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040430005 COUNTIES : LAWRENCE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 08077 |( 3 ) 01087 |ROGERS GROUP, INC. |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 210D000M 71037.000 M3 | 3.00000 213111.00| 10.48000 744467.76| 9.85000 699714.45 Borrow Excavation | | | 0160 214A000M 646.000 M3 | 15.00000 9690.00| 7.86000 5077.56| 0.01000 6.46 Structure Excavation | | | 0170 214B001M 442.000 M3 | 37.00000 16354.00| 30.51000 13485.42| 15.56000 6877.52 Foundation Backfill, Commercial | | | 0180 231C000M 96.000 RBST| 1250.00000 120000.00| 656.16000 62991.36| 2584.02000 248065.92 Stabilizing Roadbed With In-Place | | | Material | | | 0190 301A012M 141677.000 M2 | 4.25000 602127.25| 6.00000 850062.00| 5.22000 739553.94 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0200 327E000M 18125.000 MTON| 26.30000 476687.50| 26.70000 483937.50| 34.44000 624225.00 Permeable Asphalt Treated Base | | | 0210 401A000M 137462.000 M2 | 0.25000 34365.50| 0.60000 82477.20| 0.51000 70105.62 Bituminous Treatment A | | | 0220 405A000M 127110.000 L | 0.33000 41946.30| 0.40000 50844.00| 0.39000 49572.90 Tack Coat | | | 0230 408A051M 107540.000 M2 | 0.50000 53770.00| 0.60000 64524.00| 0.81000 87107.40 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0240 408A052M 10000.000 M2 | 1.00000 10000.00| 0.75000 7500.00| 2.03000 20300.00 Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0250 424A280M 16760.000 MTON| 47.00000 787720.00| 42.85000 718166.00| 47.85000 801966.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 424A286M 500.000 MTON| 48.00000 24000.00| 45.00000 22500.00| 43.51000 21755.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range E| | | 0270 424B281M 12569.000 MTON| 33.00000 414777.00| 34.40000 432373.60| 39.18000 492453.42 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0280 424B282M 22720.000 MTON| 32.00000 727040.00| 32.60000 740672.00| 39.92000 906982.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040430005 COUNTIES : LAWRENCE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 08077 |( 3 ) 01087 |ROGERS GROUP, INC. |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424B289M 7981.000 MTON| 34.00000 271354.00| 33.10000 264171.10| 42.73000 341028.13 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0300 424B581M 13823.000 MTON| 30.00000 414690.00| 29.20000 403631.60| 35.55000 491407.65 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0310 424B582M 46460.000 MTON| 28.00000 1300880.00| 27.85000 1293911.00| 35.88000 1666984.80 Superpave Bituminous Concrete Lower | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0320 424C281M 17320.000 MTON| 28.00000 484960.00| 32.60000 564632.00| 36.77000 636856.40 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0330 424C285M 300.000 MTON| 40.00000 12000.00| 75.00000 22500.00| 90.90000 27270.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0340 424C361M 16406.000 MTON| 27.90000 457727.40| 28.55000 468391.30| 35.23000 577983.38 Superpave Bituminous Concrete Base | | | Layer, 37.5mm Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0350 428C000M 35647.000 M | 0.25000 8911.75| 3.00000 106941.00| 0.79000 28161.13 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0360 430B014M 493.000 MTON| 13.00000 6409.00| 18.00000 8874.00| 15.92000 7848.56 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0370 430B017M 310.000 MTON| 13.00000 4030.00| 18.00000 5580.00| 16.97000 5260.70 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0380 450B000M 173.000 M2 | 96.00000 16608.00| 180.00000 31140.00| 89.25000 15440.25 Reinforced Cement Concrete Bridge End | | | Slab | | | 0390 502A000M 25850.000 KG | 1.41000 36448.50| 1.28000 33088.00| 1.58000 40843.00 Steel Reinforcement | | | 0400 524B011M 328.000 M3 | 810.00000 265680.00| 400.00000 131200.00| 1097.25000 359898.00 Culvert Concrete Extension (Cast In | | | Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040430005 COUNTIES : LAWRENCE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 08077 |( 3 ) 01087 |ROGERS GROUP, INC. |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 530A002M 27.000 M | 135.00000 3645.00| 68.00000 1836.00| 176.69000 4770.63 600 mm Roadway Pipe (Class 3 R.C.) | | | 0420 530A004M 24.000 M | 196.00000 4704.00| 70.00000 1680.00| 293.43000 7042.32 900 mm Roadway Pipe (Class 3 R.C.) | | | 0430 530A101M 4.000 M | 224.00000 896.00| 42.00000 168.00| 192.52000 770.08 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0440 530A103M 12.000 M | 201.00000 2412.00| 120.00000 1440.00| 240.14000 2881.68 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0450 530A104M 22.000 M | 170.00000 3740.00| 200.00000 4400.00| 327.13000 7196.86 900 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0460 530A105M 14.000 M | 237.00000 3318.00| 220.00000 3080.00| 375.00000 5250.00 1050 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0470 535A001M 48.000 M | 79.00000 3792.00| 60.00000 2880.00| 116.44000 5589.12 450 mm Side Drain Pipe | | | 0480 535A004M 9.000 M | 358.00000 3222.00| 200.00000 1800.00| 297.21000 2674.89 900 mm Side Drain Pipe | | | 0490 600A000M LUMP| 168731.00000 168731.00| 500000.00000 500000.00| 417808.44000 417808.44 Mobilization | | | 0500 602A000M 12.000 EACH| 250.00000 3000.00| 100.00000 1200.00| 293.13000 3517.56 Right Of Way Markers | | | 0510 604A000M 78800.000 M2 | 1.00000 78800.00| 0.55000 43340.00| 1.76000 138688.00 Separative Geotextile | | | 0520 605A001M 19487.000 M | 11.50000 224100.50| 26.24000 511338.88| 18.38000 358171.06 Pavement Edge Drain | | | 0530 605B000M 86.000 EACH| 250.00000 21500.00| 145.00000 12470.00| 315.00000 27090.00 Special Underdrain Outlet, Type A | | | 0540 610C001M 267.000 MTON| 16.25000 4338.75| 19.80000 5286.60| 29.09000 7767.03 Loose Riprap, Class 2 | | | 0550 610D000M 167.000 M2 | 4.80000 801.60| 14.50000 2421.50| 2.00000 334.00 Filter Blanket | | | 0560 614A000M 397.000 M3 | 241.97000 96062.09| 280.00000 111160.00| 393.75000 156318.75 Slope Paving | | | 0570 619A002M 1.000 EACH| 300.00000 300.00| 500.00000 500.00| 840.00000 840.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040430005 COUNTIES : LAWRENCE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 08077 |( 3 ) 01087 |ROGERS GROUP, INC. |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 619A004M 2.000 EACH| 450.00000 900.00| 550.50000 1101.00| 1260.00000 2520.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0590 619A005M 6.000 EACH| 480.00000 2880.00| 650.00000 3900.00| 1470.00000 8820.00 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0600 619A006M 1.000 EACH| 650.00000 650.00| 900.00000 900.00| 1575.00000 1575.00 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0610 619A100M 10.000 EACH| 250.00000 2500.00| 450.00000 4500.00| 787.50000 7875.00 375 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0620 619A101M 14.000 EACH| 360.00000 5040.00| 450.00000 6300.00| 840.00000 11760.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0630 619A102M 2.000 EACH| 650.00000 1300.00| 550.00000 1100.00| 1050.00000 2100.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0640 619A103M 2.000 EACH| 450.00000 900.00| 650.00000 1300.00| 1260.00000 2520.00 750 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0650 619A104M 2.000 EACH| 480.00000 960.00| 750.00000 1500.00| 1470.00000 2940.00 900 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0660 619A202M 2.000 EACH| 380.00000 760.00| 800.00000 1600.00| 2625.00000 5250.00 600 mm Roadway Pipe End Treatment, | | | Class 1 (Double Line) | | | 0670 620A000M 3.000 M3 | 185.00000 555.00| 450.00000 1350.00| 840.00000 2520.00 Minor Structure Concrete | | | 0680 621A001M 2.000 EACH| 2000.00000 4000.00| 1600.00000 3200.00| 2310.00000 4620.00 Junction Boxes, Type 1, 2P Or 5 | | | 0690 621B001M 2.000 EACH| 2200.00000 4400.00| 600.00000 1200.00| 525.00000 1050.00 Junction Box Units, Type 1, 2P Or 5 | | | 0700 621C020M 48.000 EACH| 1000.00000 48000.00| 1500.00000 72000.00| 2205.00000 105840.00 Inlets, Type Y | | | 0710 621D019M 5.000 EACH| 500.00000 2500.00| 600.00000 3000.00| 472.50000 2362.50 Inlet Units, Type Y | | | 0720 629D000M 4.000 EACH| 2800.00000 11200.00| 3500.00000 14000.00| 7875.00000 31500.00 Bridge Guardrail Retrofit, Type IC | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040430005 COUNTIES : LAWRENCE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 08077 |( 3 ) 01087 |ROGERS GROUP, INC. |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 630A001M 1387.000 M | 55.00000 76285.00| 40.00000 55480.00| 43.58000 60445.46 Steel Beam Guardrail, Class A, Type 2 | | | 0740 630C001M 5.000 EACH| 600.00000 3000.00| 2000.00000 10000.00| 630.00000 3150.00 Guardrail End Anchor, Type 8 | | | 0750 630C003M 14.000 EACH| 1250.00000 17500.00| 1690.00000 23660.00| 1354.50000 18963.00 Guardrail End Anchor, Type 13 | | | 0760 630C070M 15.000 EACH| 1300.00000 19500.00| 1800.00000 27000.00| 1470.00000 22050.00 Guardrail End Anchor, Type 10 Series | | | 0770 636A000M 47.000 M | 29.50000 1386.50| 6.00000 282.00| 47.25000 2220.75 Barbed Wire Fence, 4 Strands, 1.22 | | | Meter High | | | 0780 650B000M 31063.000 M3 | 2.62000 81385.06| 4.00000 124252.00| 5.95000 184824.85 Topsoil From Stockpiles | | | 0790 652A050M 26.000 HA | 1000.00000 26000.00| 838.08000 21790.08| 1359.90000 35357.40 Seeding (Mix 1A) | | | 0800 652A053M 1.000 HA | 1000.00000 1000.00| 939.22000 939.22| 658.38000 658.38 Seeding (Mix 1E) | | | 0810 652B050M 26.000 HA | 915.00000 23790.00| 838.08000 21790.08| 976.22000 25381.72 Temporary Seeding (Mix 1AT) | | | 0820 652C000M 27.000 HA | 155.00000 4185.00| 101.15000 2731.05| 380.27000 10267.29 Mowing | | | 0830 652D050M 26.000 HA | 1500.00000 39000.00| 852.52000 22165.52| 1261.70000 32804.20 Seeding In Stubble (Mix 1A) | | | 0840 654A000M 720.000 M2 | 3.50000 2520.00| 6.21000 4471.20| 4.78000 3441.60 Solid Sodding | | | 0850 656A000M 26.000 HA | 987.50000 25675.00| 1228.21000 31933.46| 1452.97000 37777.22 Mulching, Class A, Type 1 | | | 0860 656A001M 1.000 HA | 1200.00000 1200.00| 1372.71000 1372.71| 1816.22000 1816.22 Mulching, Class A, Type 2 | | | 0870 659A000M 200.000 M2 | 6.00000 1200.00| 5.19000 1038.00| 1.82000 364.00 Erosion Control Netting, Class A | | | 0880 659A001M 200.000 M2 | 6.00000 1200.00| 5.19000 1038.00| 1.82000 364.00 Erosion Control Netting, Class B | | | 0890 665F000M 72.000 EACH| 16.00000 1152.00| 7.61000 547.92| 14.93000 1074.96 Hay Bales | | | 0900 665I000M 2700.000 MTON| 24.00000 64800.00| 19.80000 53460.00| 17.56000 47412.00 Temporary Riprap, Class 2 | | | 0910 665J000M 4985.000 M | 11.50000 57327.50| 6.00000 29910.00| 10.58000 52741.30 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040430005 COUNTIES : LAWRENCE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 08077 |( 3 ) 01087 |ROGERS GROUP, INC. |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 665P000M 56.000 EACH| 400.00000 22400.00| 468.00000 26208.00| 409.26000 22918.56 Siltation Filter For Inlet Protection | | | 0930 666A001M 17.000 HA | 20.00000 340.00| 22.20000 377.40| 2243.03000 38131.51 Pest Control Treatment | | | 0940 680A000M LUMP| 90000.00000 90000.00| 200000.00000 200000.00| 137774.14000 137774.14 Engineering Controls | | | 0950 701A028M 23.000 KM | 963.15000 22152.45| 1112.74000 25593.02| 1011.31000 23260.13 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0960 701A032M 22.000 KM | 963.15000 21189.30| 1112.74000 24480.28| 1011.31000 22248.82 Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0970 701A041M 20.000 KM | 559.25000 11185.00| 682.89000 13657.80| 587.21000 11744.20 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0980 701B009M 3350.000 M | 2.56000 8576.00| 3.26000 10921.00| 2.78000 9313.00 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0990 701C000M 20.000 KM | 295.50000 5910.00| 309.40000 6188.00| 310.28000 6205.60 Broken Temporary Traffic Stripe | | | 1000 701C001M 63.000 KM | 344.00000 21672.00| 377.91000 23808.33| 361.20000 22755.60 Solid Temporary Traffic Stripe | | | 1010 701D007M 1.000 KM | 1242.00000 1242.00| 1171.30000 1171.30| 1304.10000 1304.10 Solid Traffic Stripe Removed (Paint) | | | 1020 701D009M 1.000 KM | 1242.00000 1242.00| 690.63000 690.63| 1304.10000 1304.10 Solid Traffic Stripe Removed (Tape) | | | 1030 701E003M 800.000 M | 4.00000 3200.00| 7.25000 5800.00| 4.20000 3360.00 Solid Temporary Traffic Stripe (Tape) | | | 1040 701F000M 3350.000 M | 1.00000 3350.00| 0.91000 3048.50| 1.05000 3517.50 Dotted Temporary Traffic Stripe | | | 1050 701G121M 340.000 M | 5.75000 1955.00| 5.44000 1849.60| 6.04000 2053.60 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1060 701G125M 340.000 M | 11.48000 3903.20| 13.43000 4566.20| 12.05000 4097.00 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1070 701G133M 340.000 M | 11.48000 3903.20| 13.43000 4566.20| 12.05000 4097.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040430005 COUNTIES : LAWRENCE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 08077 |( 3 ) 01087 |ROGERS GROUP, INC. |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 701H005M 425.000 M | 1.65000 701.25| 3.63000 1542.75| 1.73000 735.25 Broken Traffic Stripe Removed (Paint) | | | 1090 703A002M 470.000 M2 | 26.91000 12647.70| 29.74000 13977.80| 28.26000 13282.20 Traffic Control Markings, Class 2, Type | | | A | | | 1100 703B002M 93.000 M2 | 32.50000 3022.50| 41.63000 3871.59| 34.13000 3174.09 Traffic Control Legends, Class 2, Type | | | 1110 703D001M 530.000 M2 | 16.15000 8559.50| 15.47000 8199.10| 16.96000 8988.80 Temporary Traffic Control Markings | | | 1120 703E001M 93.000 M2 | 21.50000 1999.50| 15.47000 1438.71| 22.58000 2099.94 Temporary Traffic Control Legends | | | 1130 705A011M 1450.000 EACH| 5.50000 7975.00| 5.53000 8018.50| 5.78000 8381.00 Pavement Markers, Class C, Type 1-A | | | 1140 705A012M 170.000 EACH| 5.50000 935.00| 5.53000 940.10| 5.78000 982.60 Pavement Markers, Class C, Type 1-B | | | 1150 705A023M 487.000 EACH| 5.50000 2678.50| 5.53000 2693.11| 5.78000 2814.86 Pavement Markers, Class C, Type 2-D | | | 1160 705A024M 85.000 EACH| 5.50000 467.50| 5.53000 470.05| 5.78000 491.30 Pavement Markers, Class C, Type 2-E | | | 1170 705A030M 381.000 EACH| 5.50000 2095.50| 5.53000 2106.93| 5.78000 2202.18 Pavement Markers, Class A-H, Type 2-C | | | 1180 705A031M 802.000 EACH| 5.50000 4411.00| 5.53000 4435.06| 5.78000 4635.56 Pavement Markers, Class A-H, Type 1-A | | | 1190 705A032M 510.000 EACH| 5.50000 2805.00| 5.53000 2820.30| 5.78000 2947.80 Pavement Markers, Class A-H, Type 1-B | | | 1200 705A037M 23.000 EACH| 5.50000 126.50| 5.53000 127.19| 5.78000 132.94 Pavement Markers, Class A-H, Type 2-D | | | 1210 705A038M 255.000 EACH| 5.50000 1402.50| 5.53000 1410.15| 5.78000 1473.90 Pavement Markers, Class A-H, Type 2-E | | | 1220 707B003M 2.000 EACH| 140.00000 280.00| 163.80000 327.60| 154.74000 309.48 Type A Hazard Marker Installation | | | 1230 707B009M 1.000 EACH| 140.00000 140.00| 163.80000 163.80| 154.74000 154.74 Type A Hazard Marker | | | Installation(Temporary) | | | 1240 710A115M 41.000 M2 | 150.00000 6150.00| 175.50000 7195.50| 165.80000 6797.80 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 1250 710A126M 42.000 SQ M| 170.00000 7140.00| 198.90000 8353.80| 187.90000 7891.80 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20040430005 COUNTIES : LAWRENCE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 08077 |( 3 ) 01087 |ROGERS GROUP, INC. |HASTINGS GENERAL CONTRACTIN |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 710B001M 532.000 M | 15.00000 7980.00| 17.55000 9336.60| 16.58000 8820.56 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1270 740B000M 158.000 M2 | 270.00000 42660.00| 93.60000 14788.80| 88.42000 13970.36 Construction Signs | | | 1280 740D000M 860.000 EACH| 52.00000 44720.00| 62.01000 53328.60| 58.58000 50378.80 Channelizing Drums | | | 1290 740E000M 50.000 EACH| 13.00000 650.00| 11.47000 573.50| 0.01000 0.50 Cones (900 mm High) | | | 1300 740F002M 104.000 EACH| 260.00000 27040.00| 210.60000 21902.40| 198.94000 20689.76 Barricades, Type III | | | 1310 740I005M 34.000 EACH| 393.00000 13362.00| 468.00000 15912.00| 442.10000 15031.40 Warning Lights, Type B (Detachable Head | | | 1320 740M001M 50.000 EACH| 8.75000 437.50| 7.61000 380.50| 0.01000 0.50 Ballast For Cone | | | 1330 741C010M 2.000 EACH| 3800.00000 7600.00| 5265.00000 10530.00| 4973.68000 9947.36 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1340 999 000M 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 8,596,996.20| $ 10,138,153.28| $ 11,543,693.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,596,996.20| $ 10,138,153.28| $ 11,543,693.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20040430011 COUNTIES : CLARKE LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0012(512) for constructing the Resurfacing and Traffic Stripe on ST-013-013-008 S.R.#12 (U.S.#84) from MP 51.272 southeast of Grove Hill to MP 52.146 and on S.R.#13 (U.S.#43) from Jackson (MP 63.987) to MP 74.835. Length 7.947 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 860,943.05 100.0000% 2 01073 ASPHALT SUPPLY, LLC $ 998,250.68 115.9485% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040430011 COUNTIES : CLARKE LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC | 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| 120.00000 720.00| 45.00000 270.00| Mailbox Reset, Single | | | 0020 405A000 6341.000 GAL | 0.95000 6023.95| 1.78000 11286.98| Tack Coat | | | 0030 408A052 5990.000 SQYD| 1.34000 8026.60| 0.98000 5870.20| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 420A011 9062.000 TON | 60.00000 543720.00| 73.57000 666691.34| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0050 424A281 540.000 TON | 47.00000 25380.00| 53.65000 28971.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0060 600A000 LUMP| 98000.00000 98000.00| 87000.00000 87000.00| Mobilization | | | 0070 701A028 24.000 MILE| 1788.00000 42912.00| 1978.00000 47472.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0080 701A041 24.000 MILE| 1075.00000 25800.00| 1189.00000 28536.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0090 701A046 1.000 MILE| 1105.00000 1105.00| 1222.00000 1222.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0100 701A048 23.000 MILE| 1935.00000 44505.00| 2139.00000 49197.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701B009 492.000 LF | 1.00000 492.00| 1.11000 546.12| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0120 701C002 25.000 MILE| 351.50000 8787.50| 389.00000 9725.00| Broken Temporary Traffic Stripe (Paint) | | | 0130 701C003 24.000 MILE| 402.00000 9648.00| 444.00000 10656.00| Solid Temporary Traffic Stripe (Paint) | | | 0140 703A002 2760.000 SQFT| 2.30000 6348.00| 2.50000 6900.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040430011 COUNTIES : CLARKE LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 703B002 23.000 SQFT| 3.50000 80.50| 3.89000 89.47| Traffic Control Legends, Class 2, Type | | | 0160 703D002 875.000 SQFT| 1.50000 1312.50| 1.67000 1461.25| Temporary Traffic Control Markings | | | (Paint) | | | 0170 705A030 95.000 EACH| 5.00000 475.00| 5.56000 528.20| Pavement Markers, Class A-H, Type 2-C | | | 0180 705A031 1405.000 EACH| 5.00000 7025.00| 5.56000 7811.80| Pavement Markers, Class A-H, Type 1-A | | | 0190 705A032 330.000 EACH| 5.00000 1650.00| 5.56000 1834.80| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 1467.000 EACH| 5.00000 7335.00| 5.56000 8156.52| Pavement Markers, Class A-H, Type 2-D | | | 0210 705A038 165.000 EACH| 5.00000 825.00| 5.56000 917.40| Pavement Markers, Class A-H, Type 2-E | | | 0220 740B000 864.000 SQFT| 10.50000 9072.00| 8.40000 7257.60| Construction Signs | | | 0230 740D000 60.000 EACH| 30.00000 1800.00| 45.00000 2700.00| Channelizing Drums | | | 0240 740E000 400.000 EACH| 10.00000 4000.00| 9.00000 3600.00| Cones (36 Inches High) | | | 0250 740M001 400.000 EACH| 6.00000 2400.00| 4.50000 1800.00| Ballast For Cone | | | 0260 740O000 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Pilot Car | | | 0270 741C010 2.000 EACH| 1500.00000 3000.00| 3500.00000 7000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 860,943.05| $ 998,250.68| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 860,943.05| $ 998,250.68| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20040430012 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : PFH-46-1(001) for constructing the Bridge Replacement and Approaches on Berney Station Road over Talladega Creek south of Talladega. Length - 0.274 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 943,130.90 100.0000% 2 13036 THE MORRIS GROUP, INC. $ 951,115.73 100.8466% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 979,895.20 103.8981% 4 13099 MCINNIS, LLC $ 1,126,860.55 119.4808% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040430012 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13036 |( 3 ) 01007 |NEWELL & BUSH, INC. |THE MORRIS GROUP, 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 210A000 1639.000 CUYD| 5.10000 8358.90| 5.50000 9014.50| 5.50000 9014.50 Unclassified Excavation | | | 0020 210D000 26713.000 CUYD| 4.75000 126886.75| 5.25000 140243.25| 5.70000 152264.10 Borrow Excavation | | | 0030 230A000 16.000 RBST| 450.00000 7200.00| 450.00000 7200.00| 400.00000 6400.00 Roadbed Processing | | | 0040 301A012 3670.000 SQYD| 6.00000 22020.00| 6.78000 24882.60| 5.00000 18350.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0050 401A000 3670.000 SQYD| 1.10000 4037.00| 0.51000 1871.70| 0.51000 1871.70 Bituminous Treatment A | | | 0060 405A000 150.000 GAL | 1.25000 187.50| 1.25000 187.50| 1.25000 187.50 Tack Coat | | | 0070 424A340 212.000 TON | 57.00000 12084.00| 56.19000 11912.28| 56.19000 11912.28 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424B636 428.000 TON | 45.00000 19260.00| 43.59000 18656.52| 43.59000 18656.52 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0090 502A000 52100.000 LB | 1.00000 52100.00| 0.65000 33865.00| 0.70000 36470.00 Steel Reinforcement | | | 0100 502B000 LUMP| 51500.00000 51500.00| 50000.00000 50000.00| 40000.00000 40000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta 43+85, | | | Approximately 58,400 Pounds | | | 0110 505G003 20.000 EACH| 120.00000 2400.00| 95.00000 1900.00| 135.00000 2700.00 Pile Points (Type A, 12") | | | 0120 505M002 620.000 LF | 33.00000 20460.00| 28.00000 17360.00| 28.00000 17360.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0130 506A008 150.000 LF | 350.00000 52500.00| 331.78000 49767.00| 335.00000 50250.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0140 506C042 150.000 LF | 87.00000 13050.00| 50.88000 7632.00| 51.00000 7650.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040430012 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13036 |( 3 ) 01007 |NEWELL & BUSH, INC. |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506F008 78.000 LF | 175.00000 13650.00| 150.52000 11740.56| 151.00000 11778.00 Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0160 506G002 4.000 EACH| 222.00000 888.00| 212.00000 848.00| 213.00000 852.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0170 508A000 5105.000 LB | 2.50000 12762.50| 2.00000 10210.00| 3.50000 17867.50 Structural Steel | | | 0180 510A000 107.000 CUYD| 385.00000 41195.00| 450.00000 48150.00| 500.00000 53500.00 Bridge Substructure Concrete, Class A | | | 0190 510C052 LUMP| 116000.00000 116000.00| 140000.00000 140000.00| 130000.00000 130000.00 Bridge Concrete Superstructure, Sta | | | 43+85, Approximately 235 Cubic Yards | | | 0200 510E000 635.000 SQYD| 4.75000 3016.25| 3.85000 2444.75| 4.00000 2540.00 Grooving Concrete Bridge Decks | | | 0210 511A001 24.000 EACH| 200.00000 4800.00| 79.50000 1908.00| 200.00000 4800.00 Elastomeric Bearings, Type 2 | | | 0220 513B005 946.000 LF | 122.00000 115412.00| 82.31000 77865.26| 125.00000 118250.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0230 600A000 LUMP| 85000.00000 85000.00| 163855.00000 163855.00| 110500.00000 110500.00 Mobilization | | | 0240 610C001 1582.000 TON | 22.00000 34804.00| 19.50000 30849.00| 20.50000 32431.00 Loose Riprap, Class 2 | | | 0250 610D000 900.000 SQYD| 3.00000 2700.00| 2.11000 1899.00| 2.00000 1800.00 Filter Blanket | | | 0260 630A001 700.000 LF | 15.00000 10500.00| 14.00000 9800.00| 14.50000 10150.00 Steel Beam Guardrail, Class A, Type 2 | | | 0270 630C003 4.000 EACH| 1250.00000 5000.00| 1100.00000 4400.00| 1210.00000 4840.00 Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1500.00000 6000.00| 1600.00000 6400.00| 1450.00000 5800.00 Guardrail End Anchor, Type 20 Series | | | 0290 650B000 670.000 CUYD| 5.50000 3685.00| 6.00000 4020.00| 6.25000 4187.50 Topsoil From Stockpiles | | | 0300 652A053 2.000 ACRE| 600.00000 1200.00| 636.00000 1272.00| 1000.00000 2000.00 Seeding (Mix 1E) | | | 0310 656A000 1.000 ACRE| 600.00000 600.00| 636.00000 636.00| 800.00000 800.00 Mulching, Class A, Type 1 | | | 0320 656A001 1.000 ACRE| 600.00000 600.00| 715.50000 715.50| 800.00000 800.00 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040430012 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13036 |( 3 ) 01007 |NEWELL & BUSH, INC. |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665F000 200.000 EACH| 20.00000 4000.00| 6.89000 1378.00| 5.00000 1000.00 Hay Bales | | | 0340 665J000 3022.000 LF | 5.50000 16621.00| 3.98000 12027.56| 4.00000 12088.00 Silt Fence, Type A | | | 0350 680A000 LUMP| 40000.00000 40000.00| 17000.00000 17000.00| 51000.00000 51000.00 Engineering Controls | | | 0360 701A031 1.000 MILE| 1900.00000 1900.00| 1900.00000 1900.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0370 701A035 1.000 MILE| 2200.00000 2200.00| 2200.00000 2200.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0380 701A045 1.000 MILE| 1400.00000 1400.00| 1400.00000 1400.00| 1000.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0390 701C000 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00 Broken Temporary Traffic Stripe | | | 0400 701C001 1.000 MILE| 600.00000 600.00| 600.00000 600.00| 1000.00000 1000.00 Solid Temporary Traffic Stripe | | | 0410 701G124 480.000 LF | 7.00000 3360.00| 7.00000 3360.00| 3.51000 1684.80 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0420 701G132 480.000 LF | 7.00000 3360.00| 7.00000 3360.00| 3.51000 1684.80 Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0430 703A002 22.000 SQFT| 3.00000 66.00| 3.00000 66.00| 5.00000 110.00 Traffic Control Markings, Class 2, Type | | | A | | | 0440 705A032 30.000 EACH| 4.50000 135.00| 5.40000 162.00| 5.50000 165.00 Pavement Markers, Class A-H, Type 1-B | | | 0450 705A037 60.000 EACH| 4.70000 282.00| 5.70000 342.00| 5.50000 330.00 Pavement Markers, Class A-H, Type 2-D | | | 0460 713A000 50.000 LF | 150.00000 7500.00| 120.00000 6000.00| 130.00000 6500.00 Permanent Barricades | | | 0470 740B000 425.000 SQFT| 12.00000 5100.00| 7.42000 3153.50| 10.00000 4250.00 Construction Signs | | | 0480 740D000 50.000 EACH| 60.00000 3000.00| 58.30000 2915.00| 72.00000 3600.00 Channelizing Drums | | | 0490 740F002 10.000 EACH| 175.00000 1750.00| 201.40000 2014.00| 250.00000 2500.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040430012 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13036 |( 3 ) 01007 |NEWELL & BUSH, INC. |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 740I005 5.000 EACH| 300.00000 1500.00| 246.45000 1232.25| 300.00000 1500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 943,130.90| $ 951,115.73| $ 979,895.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 943,130.90| $ 951,115.73| $ 979,895.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040430012 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 1639.000 CUYD| 4.20000 6883.80| | Unclassified Excavation | | | 0020 210D000 26713.000 CUYD| 6.00000 160278.00| | Borrow Excavation | | | 0030 230A000 16.000 RBST| 630.00000 10080.00| | Roadbed Processing | | | 0040 301A012 3670.000 SQYD| 7.85000 28809.50| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0050 401A000 3670.000 SQYD| 1.35000 4954.50| | Bituminous Treatment A | | | 0060 405A000 150.000 GAL | 1.60000 240.00| | Tack Coat | | | 0070 424A340 212.000 TON | 68.00000 14416.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424B636 428.000 TON | 54.00000 23112.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0090 502A000 52100.000 LB | 1.00000 52100.00| | Steel Reinforcement | | | 0100 502B000 LUMP| 58400.00000 58400.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta 43+85, | | | Approximately 58,400 Pounds | | | 0110 505G003 20.000 EACH| 100.00000 2000.00| | Pile Points (Type A, 12") | | | 0120 505M002 620.000 LF | 25.00000 15500.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0130 506A008 150.000 LF | 433.00000 64950.00| | Drilled Shaft Excavation, 4'-0" Diamete | | | 0140 506C042 150.000 LF | 51.00000 7650.00| | Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040430012 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506F008 78.000 LF | 151.00000 11778.00| | Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0160 506G002 4.000 EACH| 220.00000 880.00| | Crosshole Sonic Logging, 4'-0" Diameter | | | 0170 508A000 5105.000 LB | 5.15000 26290.75| | Structural Steel | | | 0180 510A000 107.000 CUYD| 700.00000 74900.00| | Bridge Substructure Concrete, Class A | | | 0190 510C052 LUMP| 175000.00000 175000.00| | Bridge Concrete Superstructure, Sta | | | 43+85, Approximately 235 Cubic Yards | | | 0200 510E000 635.000 SQYD| 5.00000 3175.00| | Grooving Concrete Bridge Decks | | | 0210 511A001 24.000 EACH| 100.00000 2400.00| | Elastomeric Bearings, Type 2 | | | 0220 513B005 946.000 LF | 110.00000 104060.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0230 600A000 LUMP| 113800.00000 113800.00| | Mobilization | | | 0240 610C001 1582.000 TON | 26.00000 41132.00| | Loose Riprap, Class 2 | | | 0250 610D000 900.000 SQYD| 4.00000 3600.00| | Filter Blanket | | | 0260 630A001 700.000 LF | 15.00000 10500.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0270 630C003 4.000 EACH| 1200.00000 4800.00| | Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1700.00000 6800.00| | Guardrail End Anchor, Type 20 Series | | | 0290 650B000 670.000 CUYD| 6.30000 4221.00| | Topsoil From Stockpiles | | | 0300 652A053 2.000 ACRE| 750.00000 1500.00| | Seeding (Mix 1E) | | | 0310 656A000 1.000 ACRE| 750.00000 750.00| | Mulching, Class A, Type 1 | | | 0320 656A001 1.000 ACRE| 750.00000 750.00| | Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040430012 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665F000 200.000 EACH| 7.00000 1400.00| | Hay Bales | | | 0340 665J000 3022.000 LF | 5.00000 15110.00| | Silt Fence, Type A | | | 0350 680A000 LUMP| 38000.00000 38000.00| | Engineering Controls | | | 0360 701A031 1.000 MILE| 1900.00000 1900.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0370 701A035 1.000 MILE| 2200.00000 2200.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0380 701A045 1.000 MILE| 1400.00000 1400.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0390 701C000 1.000 MILE| 500.00000 500.00| | Broken Temporary Traffic Stripe | | | 0400 701C001 1.000 MILE| 600.00000 600.00| | Solid Temporary Traffic Stripe | | | 0410 701G124 480.000 LF | 7.00000 3360.00| | Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0420 701G132 480.000 LF | 7.00000 3360.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0430 703A002 22.000 SQFT| 3.00000 66.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0440 705A032 30.000 EACH| 5.40000 162.00| | Pavement Markers, Class A-H, Type 1-B | | | 0450 705A037 60.000 EACH| 5.70000 342.00| | Pavement Markers, Class A-H, Type 2-D | | | 0460 713A000 50.000 LF | 200.00000 10000.00| | Permanent Barricades | | | 0470 740B000 425.000 SQFT| 10.00000 4250.00| | Construction Signs | | | 0480 740D000 50.000 EACH| 75.00000 3750.00| | Channelizing Drums | | | 0490 740F002 10.000 EACH| 300.00000 3000.00| | Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 012 -9 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040430012 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 740I005 5.000 EACH| 350.00000 1750.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,126,860.55| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,126,860.55| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 20040430013 COUNTIES : JEFFERSON LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0003(511) for constructing the Planing, Loop Detectors, Resurfacing, & Traffic Stripe on S.R.#3 (U.S.#31) from 0.095 miles north of I-65 to 0.050 miles north of Shades Crest Road in Vestavia Hills. Length - 2.973 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,397,397.97 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,481,881.84 106.0458% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040430013 COUNTIES : JEFFERSON LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 204.54000 204.54| 500.00000 500.00| Mailbox Reset, Single | | | 0020 405A000 4875.000 GAL | 0.95000 4631.25| 1.35000 6581.25| Tack Coat | | | 0030 408A052 162486.000 SQYD| 1.39000 225855.54| 2.16000 350969.76| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A280 8945.000 TON | 56.72000 507360.40| 39.85000 356458.25| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0050 424A286 3000.000 TON | 48.80000 146400.00| 44.48000 133440.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424A289 3242.000 TON | 55.29000 179250.18| 61.45000 199220.90| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424B286 500.000 TON | 62.26000 31130.00| 90.70000 45350.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 600A000 LUMP| 76315.71000 76315.71| 185300.00000 185300.00| Mobilization | | | 0090 665F000 50.000 EACH| 3.78000 189.00| 25.00000 1250.00| Hay Bales | | | 0100 665J000 150.000 LF | 6.30000 945.00| 11.25000 1687.50| Silt Fence, Type A | | | 0110 701A028 8.000 MILE| 1783.66000 14269.28| 1580.30000 12642.40| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A032 11.000 MILE| 1783.65000 19620.15| 1580.30000 17383.30| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A041 6.000 MILE| 1185.11000 7110.66| 1050.00000 6300.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040430013 COUNTIES : JEFFERSON LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701B009 18380.000 LF | 0.96000 17644.80| 0.85000 15623.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 6.000 MILE| 574.60000 3447.60| 509.00000 3054.00| Broken Temporary Traffic Stripe | | | 0160 701C001 1.000 MILE| 718.25000 718.25| 636.00000 636.00| Solid Temporary Traffic Stripe | | | 0170 703A002 9639.000 SQFT| 2.99000 28820.61| 2.65000 25543.35| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 1793.000 SQFT| 4.19000 7512.67| 3.71000 6652.03| Traffic Control Legends, Class 2, Type | | | 0190 703D001 5580.000 SQFT| 1.56000 8704.80| 1.38000 7700.40| Temporary Traffic Control Markings | | | 0200 705A030 86.000 EACH| 6.58000 565.88| 5.83000 501.38| Pavement Markers, Class A-H, Type 2-C | | | 0210 705A031 390.000 EACH| 6.58000 2566.20| 5.83000 2273.70| Pavement Markers, Class A-H, Type 1-A | | | 0220 730H001 35487.000 LF | 2.68000 95105.16| 2.36000 83749.32| Loop Wire | | | 0230 730I001 3450.000 LF | 1.19000 4105.50| 1.05000 3622.50| Loop Detector Lead-In-Cable | | | 0240 740B000 701.000 SQFT| 8.82000 6182.82| 7.80000 5467.80| Construction Signs | | | 0250 740D000 50.000 EACH| 65.52000 3276.00| 57.90000 2895.00| Channelizing Drums | | | 0260 740E000 180.000 EACH| 19.53000 3515.40| 22.00000 3960.00| Cones (36 Inches High) | | | 0270 740M001 180.000 EACH| 3.78000 680.40| 9.00000 1620.00| Ballast For Cone | | | 0280 741C010 1.000 EACH| 1270.17000 1270.17| 1500.00000 1500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,397,397.97| $ 1,481,881.84| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,397,397.97| $ 1,481,881.84| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20040430015 COUNTIES : LAUDERDALE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-CN04(207) for constructing the Resurfacing and Traffic Stripe on C.R.#2 from C.R.#15 to S.R.#20 just west of Florence and on C.R.#71 from Killen to Lexington. Length 17.258 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 856,199.86 100.0000% 2 18031 ROGERS GROUP, INC. $ 992,659.50 115.9378% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040430015 COUNTIES : LAUDERDALE LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 7900.000 GAL | 1.05000 8295.00| 1.25000 9875.00| Tack Coat | | | 0020 424A341 17619.000 TON | 37.94000 668464.86| 44.00000 775236.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A346 1560.000 TON | 38.10000 59436.00| 45.00000 70200.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 600A000 LUMP| 7572.06000 7572.06| 20967.00000 20967.00| Mobilization | | | 0050 701A031 35.000 MILE| 1111.80000 38913.00| 1090.00000 38150.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0060 701A035 25.000 MILE| 1275.00000 31875.00| 1250.00000 31250.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0070 701A045 7.000 MILE| 693.60000 4855.20| 680.00000 4760.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701C000 12.000 MILE| 499.80000 5997.60| 490.00000 5880.00| Broken Temporary Traffic Stripe | | | 0090 701C001 29.000 MILE| 586.50000 17008.50| 575.00000 16675.00| Solid Temporary Traffic Stripe | | | 0100 703A002 40.000 SQFT| 5.10000 204.00| 5.00000 200.00| Traffic Control Markings, Class 2, Type | | | A | | | 0110 703D001 40.000 SQFT| 1.53000 61.20| 1.50000 60.00| Temporary Traffic Control Markings | | | 0120 705A037 1874.000 EACH| 5.36000 10044.64| 5.25000 9838.50| Pavement Markers, Class A-H, Type 2-D | | | 0130 740B000 424.000 SQFT| 7.50000 3180.00| 22.00000 9328.00| Construction Signs | | | 0140 740E000 30.000 EACH| 5.89000 176.70| 5.00000 150.00| Cones (36 Inches High) | | | 0150 740M001 30.000 EACH| 3.87000 116.10| 3.00000 90.00| Ballast For Cone | | | SECTION TOTALS | $ 856,199.86| $ 992,659.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 856,199.86| $ 992,659.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20040430017 COUNTIES : BLOUNT LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 CONTRACT TIME : 460 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0519(200) for constructing the Resurfacing and Reconstruction of County Line Road in County Line from the Jefferson county line to S.R.#79. Length - 2.924 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,869,406.04 100.0000% 2 23070 WINSTON CONTRACTING, L.L.C. $ 2,070,962.84 110.7819% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040430017 COUNTIES : BLOUNT LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 23070 |( ) |WHITAKER CONTRACTING CORPOR |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 66000.00000 66000.00| 30000.00000 30000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 22 Acres | | | 0020 206C010 167.000 SQYD| 10.00000 1670.00| 3.00000 501.00| Removing Concrete Driveway | | | 0030 206D000 1613.000 LF | 14.40000 23227.20| 6.00000 9678.00| Removing Pipe | | | 0040 206E000 2.000 EACH| 250.00000 500.00| 300.00000 600.00| Removing Headwalls | | | 0050 209A000 42.000 EACH| 125.00000 5250.00| 100.00000 4200.00| Mailbox Reset, Single | | | 0060 210A000 25424.000 CUYD| 4.11000 104492.64| 8.66000 220171.84| Unclassified Excavation | | | 0070 210D023 10943.000 CUYD| 6.85000 74959.55| 5.00000 54715.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0080 214B001 123.000 CUYD| 22.50000 2767.50| 28.00000 3444.00| Foundation Backfill, Commercial | | | 0090 230A000 155.000 RBST| 155.00000 24025.00| 475.00000 73625.00| Roadbed Processing | | | 0100 305B061 1100.000 TON | 15.00000 16500.00| 14.00000 15400.00| Coarse Aggregate, Section 801, For | | | Miscellaneous Use | | | 0110 401A000 42900.000 SQYD| 0.35000 15015.00| 0.61000 26169.00| Bituminous Treatment A | | | 0120 405A000 3500.000 GAL | 1.25000 4375.00| 1.00000 3500.00| Tack Coat | | | 0130 429A220 3125.000 TON | 39.88000 124625.00| 40.00000 125000.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0140 429B221 6500.000 TON | 34.96000 227240.00| 35.00000 227500.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0150 429C221 13025.000 TON | 34.43000 448450.75| 35.00000 455875.00| Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040430017 COUNTIES : BLOUNT LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 23070 |( ) |WHITAKER CONTRACTING CORPOR |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 430B000 4000.000 TON | 15.00000 60000.00| 20.00000 80000.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0170 530A001 96.000 LF | 23.50000 2256.00| 22.00000 2112.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0180 530A004 228.000 LF | 41.25000 9405.00| 57.00000 12996.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0190 530A005 88.000 LF | 58.75000 5170.00| 68.00000 5984.00| 42" Roadway Pipe (Class 3 R.C.) | | | 0200 530A008 48.000 LF | 98.50000 4728.00| 120.00000 5760.00| 60" Roadway Pipe (Class 3 R.C.) | | | 0210 530A010 56.000 LF | 123.50000 6916.00| 175.00000 9800.00| 72" Roadway Pipe (Class 3 R.C.) | | | 0220 530B007 48.000 LF | 115.00000 5520.00| 136.00000 6528.00| 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0230 535A078 680.000 LF | 21.30000 14484.00| 16.00000 10880.00| 15" Side Drain Pipe (Class 3 R.C.) | | | 0240 535A080 120.000 LF | 23.50000 2820.00| 19.00000 2280.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0250 535A085 128.000 LF | 28.50000 3648.00| 28.00000 3584.00| 24" Side Drain Pipe (Class 3 R.C.) | | | 0260 535A086 64.000 LF | 34.75000 2224.00| 40.00000 2560.00| 30" Side Drain Pipe (Class 3 R.C.) | | | 0270 600A000 LUMP| 205000.00000 205000.00| 120000.00000 120000.00| Mobilization | | | 0280 606A000 300.000 LF | 5.00000 1500.00| 7.00000 2100.00| 6" Underdrain Pipe | | | 0290 610C001 88.000 TON | 44.00000 3872.00| 24.00000 2112.00| Loose Riprap, Class 2 | | | 0300 610D000 69.000 SQYD| 7.25000 500.25| 2.00000 138.00| Filter Blanket | | | 0310 618B001 167.000 SQYD| 52.60000 8784.20| 31.00000 5177.00| Concrete Driveway, 5" Thick | | | 0320 619A002 4.000 EACH| 700.00000 2800.00| 625.00000 2500.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0330 619A005 8.000 EACH| 910.00000 7280.00| 1225.00000 9800.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0340 619A006 4.000 EACH| 1310.00000 5240.00| 1500.00000 6000.00| 42" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040430017 COUNTIES : BLOUNT LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 23070 |( ) |WHITAKER CONTRACTING CORPOR |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 619A009 2.000 EACH| 3460.00000 6920.00| 3600.00000 7200.00| 60" Roadway Pipe End Treatment, Class 1 | | | 0360 619A011 2.000 EACH| 4000.00000 8000.00| 4375.00000 8750.00| 72" Roadway Pipe End Treatment, Class 1 | | | 0370 619A100 52.000 EACH| 660.00000 34320.00| 550.00000 28600.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0380 619A101 8.000 EACH| 710.00000 5680.00| 625.00000 5000.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0390 619A102 8.000 EACH| 880.00000 7040.00| 700.00000 5600.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0400 619A103 2.000 EACH| 1025.00000 2050.00| 950.00000 1900.00| 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0410 619B022 2.000 EACH| 3350.00000 6700.00| 3300.00000 6600.00| 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0420 641A512 477.000 LF | 10.55000 5032.35| 15.50000 7393.50| 3/4 Inch Copper Water Service Line Laid | | | 0430 641A742 581.000 LF | 10.00000 5810.00| 18.50000 10748.50| 3 Inch P.V.C. Water Main Laid | | | 0440 641A746 6303.000 LF | 11.60000 73114.80| 19.50000 122908.50| 6 Inch P.V.C. Water Main Laid | | | 0450 641C500 300.000 LB | 1.60000 480.00| 5.00000 1500.00| Ductile Iron Fittings | | | 0460 641E500 3.000 EACH| 650.00000 1950.00| 2575.00000 7725.00| Fire Hydrant Reset | | | 0470 641J516 4.000 EACH| 580.00000 2320.00| 825.00000 3300.00| 6 Inch Gate Valve with Box | | | 0480 641L500 4.000 CUYD| 160.00000 640.00| 155.00000 620.00| Concrete for Water Mains (Thrust Blocks | | | 0490 641N510 3.000 EACH| 220.00000 660.00| 255.00000 765.00| 6 Inch x 6 Inch Anchor Tee | | | 0500 641P515 14.000 EACH| 225.00000 3150.00| 360.00000 5040.00| 3/4 Inch Service Tap | | | 0510 641R510 8.000 EACH| 270.00000 2160.00| 560.00000 4480.00| 3/4 Inch Water Meter And Box Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040430017 COUNTIES : BLOUNT LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 23070 |( ) |WHITAKER CONTRACTING CORPOR |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 645A647 1926.000 LF | 9.75000 18778.50| 12.50000 24075.00| 2 Inch P.V.C. Sanitary Sewer Force Main | | | Pipe Laid | | | 0530 645A648 771.000 LF | 10.00000 7710.00| 18.50000 14263.50| 3 Inch P.V.C. Sanitary Sewer Force Main | | | Pipe Laid | | | 0540 645E519 80.000 LF | 13.70000 1096.00| 26.00000 2080.00| 2 Inch P.V.C. Stacks And Laterals | | | 0550 649A525 80.000 LF | 64.00000 5120.00| 77.00000 6160.00| 8 Inch Steel Encasement Pipe,Type 1 | | | Installation | | | 0560 649A535 160.000 LF | 77.00000 12320.00| 115.00000 18400.00| 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0570 650B000 6874.000 CUYD| 4.75000 32651.50| 7.00000 48118.00| Topsoil From Stockpiles | | | 0580 658A001 22.000 ACRE| 1100.00000 24200.00| 1200.00000 26400.00| Hydro-Seeding & Mulching (Mix 1E) | | | 0590 665A000 24.000 ACRE| 350.00000 8400.00| 380.00000 9120.00| Temporary Seeding | | | 0600 665B000 24.000 ACRE| 400.00000 9600.00| 435.00000 10440.00| Temporary Mulching | | | 0610 665F000 295.000 EACH| 8.00000 2360.00| 5.00000 1475.00| Hay Bales | | | 0620 665J000 11570.000 LF | 1.00000 11570.00| 3.00000 34710.00| Silt Fence, Type A | | | 0630 680A000 LUMP| 36000.00000 36000.00| 55000.00000 55000.00| Engineering Controls | | | 0640 701A030 6.000 MILE| 725.00000 4350.00| 785.00000 4710.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0650 701A034 4.000 MILE| 725.00000 2900.00| 785.00000 3140.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0660 701A044 2.000 MILE| 300.00000 600.00| 325.00000 650.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0670 701C000 6.000 MILE| 480.00000 2880.00| 520.00000 3120.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 017 -6 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040430017 COUNTIES : BLOUNT LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 23070 |( ) |WHITAKER CONTRACTING CORPOR |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 701C001 12.000 MILE| 580.00000 6960.00| 625.00000 7500.00| Solid Temporary Traffic Stripe | | | 0690 703A002 466.000 SQFT| 2.50000 1165.00| 3.00000 1398.00| Traffic Control Markings, Class 2, Type | | | A | | | 0700 703B002 200.000 SQFT| 3.50000 700.00| 4.00000 800.00| Traffic Control Legends, Class 2, Type | | | 0710 705A032 75.000 EACH| 5.50000 412.50| 6.00000 450.00| Pavement Markers, Class A-H, Type 1-B | | | 0720 705A037 300.000 EACH| 5.50000 1650.00| 6.00000 1800.00| Pavement Markers, Class A-H, Type 2-D | | | 0730 710A120 65.000 SQFT| 15.25000 991.25| 16.00000 1040.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thickness (Type III Or Type IV | | | Background) | | | 0740 710A126 26.000 SQFT| 15.75000 409.50| 16.00000 416.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0750 710B001 192.000 LF | 6.85000 1315.20| 7.00000 1344.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0760 740B000 831.000 SQFT| 8.85000 7354.35| 13.00000 10803.00| Construction Signs | | | 0770 740D000 150.000 EACH| 50.00000 7500.00| 75.00000 11250.00| Channelizing Drums | | | 0780 740F002 4.000 EACH| 210.00000 840.00| 250.00000 1000.00| Barricades, Type III | | | 0790 740I005 4.000 EACH| 575.00000 2300.00| 620.00000 2480.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,869,406.04| $ 2,070,962.84| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,869,406.04| $ 2,070,962.84| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20040430018 COUNTIES : BULLOCK LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 CONTRACT TIME : 360 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-0603(200) for constructing the Bridge Replacements (3 Precasts) and ACGBBRZ-0600(201) Approaches on C.R.#8 at Bogue Chitta Creek and at Little Sandy Creek east of Perote and on C.R.#53 at Double Creek east of Tanyard. Length 0.310 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 1,272,740.26 100.0000% 2 13099 MCINNIS, LLC $ 1,390,087.50 109.2200% 3 06001 F & W CONSTRUCTION COMPANY, INC. $ 1,425,999.30 112.0417% 4 14008 NEWELL & BUSH, INC. $ 1,444,581.75 113.5017% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040430018 COUNTIES : BULLOCK LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 06001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 9000.00000 9000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 Acres) | | | 0020 206A000 LUMP| 13460.00000 13460.00| 30000.00000 30000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 6+49.17 | | | 0030 206A001 LUMP| 20070.00000 20070.00| 35000.00000 35000.00| 100000.00000 100000.00 Removal Of Old Bridge, Station 3+77.90 | | | 0040 206A002 LUMP| 33370.00000 33370.00| 35000.00000 35000.00| 100000.00000 100000.00 Removal Of Old Bridge, Station 18+18.26 | | | 0050 210A000 1815.000 CUYD| 5.50000 9982.50| 5.50000 9982.50| 5.50000 9982.50 Unclassified Excavation | | | 0060 210D021 2285.000 CUYD| 12.00000 27420.00| 12.00000 27420.00| 12.00000 27420.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0070 401A000 2089.000 SQYD| 1.00000 2089.00| 1.00000 2089.00| 1.00000 2089.00 Bituminous Treatment A | | | 0080 405A000 104.000 GAL | 2.00000 208.00| 2.00000 208.00| 2.00000 208.00 Tack Coat | | | 0090 424A340 147.000 TON | 63.00000 9261.00| 63.00000 9261.00| 63.00000 9261.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 424B636 354.000 TON | 52.00000 18408.00| 52.00000 18408.00| 52.00000 18408.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0110 502A000 501.000 LB | 2.50000 1252.50| 2.00000 1002.00| 0.80000 400.80 Steel Reinforcement | | | 0120 505M002 8267.000 LF | 15.65000 129378.55| 25.00000 206675.00| 15.50000 128138.50 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0130 507A000 6.000 EACH| 2000.00000 12000.00| 2000.00000 12000.00| 3000.00000 18000.00 Wire Rope Abutment Anchor Assembly | | | 0140 510A000 85.000 CUYD| 300.00000 25500.00| 400.00000 34000.00| 600.00000 51000.00 Bridge Substructure Concrete, Class A | | | 0150 511A000 220.000 EACH| 60.00000 13200.00| 75.00000 16500.00| 70.00000 15400.00 Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040430018 COUNTIES : BULLOCK LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 06001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512A014 4.000 EACH| 2315.00000 9260.00| 2500.00000 10000.00| 4000.00000 16000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0170 512A017 2.000 EACH| 2605.00000 5210.00| 2600.00000 5200.00| 3000.00000 6000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0180 512B004 8.000 EACH| 2710.00000 21680.00| 2700.00000 21600.00| 4000.00000 32000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0190 512B016 6.000 EACH| 3195.00000 19170.00| 2800.00000 16800.00| 3000.00000 18000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0200 512C017 60.000 EACH| 3430.00000 205800.00| 3200.00000 192000.00| 3200.00000 192000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0210 512C018 42.000 EACH| 3430.00000 144060.00| 3800.00000 159600.00| 2800.00000 117600.00 Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-113/4" Long | | | (30^ Skew) | | | 0220 512C025 20.000 EACH| 3660.00000 73200.00| 4000.00000 80000.00| 3200.00000 64000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0230 512C026 14.000 EACH| 3660.00000 51240.00| 4000.00000 56000.00| 3000.00000 42000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | (30^ Skew) | | | 0240 512D025 12.000 EACH| 3485.00000 41820.00| 3700.00000 44400.00| 3000.00000 36000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0250 512D026 10.000 EACH| 3485.00000 34850.00| 3900.00000 39000.00| 3000.00000 30000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long (30^ | | | Skew) | | | 0260 512D030 8.000 EACH| 3460.00000 27680.00| 3700.00000 29600.00| 3000.00000 24000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0270 512D032 4.000 EACH| 3460.00000 13840.00| 3900.00000 15600.00| 3000.00000 12000.00 Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long (30^ Skew) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040430018 COUNTIES : BULLOCK LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 06001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 512E002 48.000 EACH| 305.00000 14640.00| 750.00000 36000.00| 600.00000 28800.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0290 512E013 18.000 EACH| 250.00000 4500.00| 700.00000 12600.00| 650.00000 11700.00 Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0300 512E014 12.000 EACH| 305.00000 3660.00| 750.00000 9000.00| 675.00000 8100.00 Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0310 512F002 36.000 EACH| 530.00000 19080.00| 1000.00000 36000.00| 400.00000 14400.00 Precast Concrete Wing Panels, Type W3 | | | 0320 512G000 10.000 EACH| 365.00000 3650.00| 900.00000 9000.00| 450.00000 4500.00 Precast Concrete Abutment Wing Cap Pane | | | 0330 512G001 2.000 EACH| 315.00000 630.00| 950.00000 1900.00| 450.00000 900.00 Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0340 600A000 LUMP| 121219.46000 121219.46| 52000.00000 52000.00| 112944.00000 112944.00 Mobilization | | | 0350 610C001 1395.000 TON | 27.75000 38711.25| 28.00000 39060.00| 28.00000 39060.00 Loose Riprap, Class 2 | | | 0360 610D000 1101.000 SQYD| 2.50000 2752.50| 2.50000 2752.50| 2.00000 2202.00 Filter Blanket | | | 0370 630A001 150.000 LF | 16.00000 2400.00| 16.00000 2400.00| 14.00000 2100.00 Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C003 12.000 EACH| 1100.00000 13200.00| 1100.00000 13200.00| 1300.00000 15600.00 Guardrail End Anchor, Type 13 | | | 0390 630C070 12.000 EACH| 1400.00000 16800.00| 1400.00000 16800.00| 1750.00000 21000.00 Guardrail End Anchor, Type 10 Series | | | 0400 636A000 400.000 LF | 4.00000 1600.00| 4.00000 1600.00| 4.00000 1600.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0410 650B000 419.000 CUYD| 5.50000 2304.50| 5.50000 2304.50| 5.50000 2304.50 Topsoil From Stockpiles | | | 0420 652A056 3.000 ACRE| 480.00000 1440.00| 535.00000 1605.00| 480.00000 1440.00 Seeding (Mix 2E) | | | 0430 656A001 3.000 ACRE| 450.00000 1350.00| 535.00000 1605.00| 450.00000 1350.00 Mulching, Class A, Type 2 | | | 0440 665F000 90.000 EACH| 5.80000 522.00| 5.80000 522.00| 5.00000 450.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040430018 COUNTIES : BULLOCK LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 06001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 665I000 80.000 TON | 27.75000 2220.00| 27.75000 2220.00| 28.00000 2240.00 Temporary Riprap, Class 2 | | | 0460 665J000 1220.000 LF | 4.75000 5795.00| 4.75000 5795.00| 4.00000 4880.00 Silt Fence, Type A | | | 0470 680A000 LUMP| 24835.00000 24835.00| 10000.00000 10000.00| 2500.00000 2500.00 Engineering Controls | | | 0480 701G049 1940.000 LF | 1.00000 1940.00| 1.00000 1940.00| 1.00000 1940.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0490 701G058 971.000 LF | 1.00000 971.00| 1.00000 971.00| 1.00000 971.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0500 701G124 1360.000 LF | 3.50000 4760.00| 3.50000 4760.00| 3.50000 4760.00 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0510 701G128 680.000 LF | 2.00000 1360.00| 2.00000 1360.00| 2.00000 1360.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0520 740B000 320.000 SQFT| 7.50000 2400.00| 9.00000 2880.00| 7.50000 2400.00 Construction Signs | | | 0530 740F002 22.000 EACH| 170.00000 3740.00| 210.00000 4620.00| 170.00000 3740.00 Barricades, Type III | | | 0540 740I005 11.000 EACH| 350.00000 3850.00| 77.00000 847.00| 350.00000 3850.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,272,740.26| $ 1,390,087.50| $ 1,425,999.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,272,740.26| $ 1,390,087.50| $ 1,425,999.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 018 -6 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040430018 COUNTIES : BULLOCK LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 9000.00000 9000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 Acres) | | | 0020 206A000 LUMP| 40000.00000 40000.00| | Removal Of Old Bridge, Station 6+49.17 | | | 0030 206A001 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 3+77.90 | | | 0040 206A002 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 18+18.26 | | | 0050 210A000 1815.000 CUYD| 7.00000 12705.00| | Unclassified Excavation | | | 0060 210D021 2285.000 CUYD| 8.00000 18280.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0070 401A000 2089.000 SQYD| 1.00000 2089.00| | Bituminous Treatment A | | | 0080 405A000 104.000 GAL | 2.00000 208.00| | Tack Coat | | | 0090 424A340 147.000 TON | 70.00000 10290.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 424B636 354.000 TON | 60.00000 21240.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0110 502A000 501.000 LB | 2.25000 1127.25| | Steel Reinforcement | | | 0120 505M002 8267.000 LF | 29.00000 239743.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0130 507A000 6.000 EACH| 3300.00000 19800.00| | Wire Rope Abutment Anchor Assembly | | | 0140 510A000 85.000 CUYD| 390.00000 33150.00| | Bridge Substructure Concrete, Class A | | | 0150 511A000 220.000 EACH| 92.00000 20240.00| | Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 018 -7 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040430018 COUNTIES : BULLOCK LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512A014 4.000 EACH| 3700.00000 14800.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0170 512A017 2.000 EACH| 3700.00000 7400.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0180 512B004 8.000 EACH| 3000.00000 24000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0190 512B016 6.000 EACH| 3800.00000 22800.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0200 512C017 60.000 EACH| 3200.00000 192000.00| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0210 512C018 42.000 EACH| 3500.00000 147000.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-113/4" Long | | | (30^ Skew) | | | 0220 512C025 20.000 EACH| 4000.00000 80000.00| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0230 512C026 14.000 EACH| 4400.00000 61600.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | (30^ Skew) | | | 0240 512D025 12.000 EACH| 3900.00000 46800.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0250 512D026 10.000 EACH| 4200.00000 42000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long (30^ | | | Skew) | | | 0260 512D030 8.000 EACH| 2100.00000 16800.00| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0270 512D032 4.000 EACH| 4200.00000 16800.00| | Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long (30^ Skew) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 018 -8 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040430018 COUNTIES : BULLOCK LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 512E002 48.000 EACH| 300.00000 14400.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0290 512E013 18.000 EACH| 300.00000 5400.00| | Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0300 512E014 12.000 EACH| 560.00000 6720.00| | Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0310 512F002 36.000 EACH| 650.00000 23400.00| | Precast Concrete Wing Panels, Type W3 | | | 0320 512G000 10.000 EACH| 600.00000 6000.00| | Precast Concrete Abutment Wing Cap Pane | | | 0330 512G001 2.000 EACH| 1400.00000 2800.00| | Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0340 600A000 LUMP| 125000.00000 125000.00| | Mobilization | | | 0350 610C001 1395.000 TON | 26.00000 36270.00| | Loose Riprap, Class 2 | | | 0360 610D000 1101.000 SQYD| 3.85000 4238.85| | Filter Blanket | | | 0370 630A001 150.000 LF | 20.00000 3000.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C003 12.000 EACH| 1415.00000 16980.00| | Guardrail End Anchor, Type 13 | | | 0390 630C070 12.000 EACH| 1725.00000 20700.00| | Guardrail End Anchor, Type 10 Series | | | 0400 636A000 400.000 LF | 5.00000 2000.00| | Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0410 650B000 419.000 CUYD| 5.00000 2095.00| | Topsoil From Stockpiles | | | 0420 652A056 3.000 ACRE| 600.00000 1800.00| | Seeding (Mix 2E) | | | 0430 656A001 3.000 ACRE| 600.00000 1800.00| | Mulching, Class A, Type 2 | | | 0440 665F000 90.000 EACH| 10.00000 900.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 018 -9 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040430018 COUNTIES : BULLOCK LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 665I000 80.000 TON | 50.00000 4000.00| | Temporary Riprap, Class 2 | | | 0460 665J000 1220.000 LF | 5.60000 6832.00| | Silt Fence, Type A | | | 0470 680A000 LUMP| 4000.00000 4000.00| | Engineering Controls | | | 0480 701G049 1940.000 LF | 1.15000 2231.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0490 701G058 971.000 LF | 1.15000 1116.65| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0500 701G124 1360.000 LF | 4.35000 5916.00| | Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0510 701G128 680.000 LF | 3.75000 2550.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0520 740B000 320.000 SQFT| 18.00000 5760.00| | Construction Signs | | | 0530 740F002 22.000 EACH| 200.00000 4400.00| | Barricades, Type III | | | 0540 740I005 11.000 EACH| 400.00000 4400.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,444,581.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,444,581.75| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20040430021 COUNTIES : CHILTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 CONTRACT TIME : 200 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1100(211) for constructing the Bridge Replacement and Approaches on C.R.#15 at Mulberry Creek northeast of Maplesville. Length - 0.218 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 940,619.50 100.0000% 2 13036 THE MORRIS GROUP, INC. $ 972,172.00 103.3544% 3 14008 NEWELL & BUSH, INC. $ 994,702.30 105.7497% 4 13021 MURPHREE BRIDGE CORPORATION $ 999,547.37 106.2648% 5 02088 B & B ENGINEERING & DESIGN $ 1,005,250.50 106.8711% 6 13099 MCINNIS, LLC $ 1,091,201.50 116.0088% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040430021 COUNTIES : CHILTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( 3 ) 14008 |ALABAMA BRIDGE BUILDERS, IN |THE MORRIS GROUP, INC. |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 780.00000 780.00| 750.00000 750.00| 750.00000 750.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 0.26 Acres) | | | 0020 206A000 LUMP| 64000.00000 64000.00| 35000.00000 35000.00| 28000.00000 28000.00 Removal Of Old Bridge, Station 3+08.57 | | | 0030 206D011 264.000 LF | 3.75000 990.00| 4.00000 1056.00| 10.00000 2640.00 Removing Fence | | | 0040 210A000 239.000 CUYD| 5.50000 1314.50| 5.00000 1195.00| 15.00000 3585.00 Unclassified Excavation | | | 0050 210D021 1625.000 CUYD| 10.00000 16250.00| 8.00000 13000.00| 8.00000 13000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 230A000 12.000 RBST| 400.00000 4800.00| 650.00000 7800.00| 150.00000 1800.00 Roadbed Processing | | | 0070 301A012 3088.000 SQYD| 5.00000 15440.00| 6.75000 20844.00| 4.00000 12352.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 3088.000 SQYD| 0.50000 1544.00| 0.50000 1544.00| 0.60000 1852.80 Bituminous Treatment A | | | 0090 405A000 85.000 GAL | 5.00000 425.00| 5.00000 425.00| 1.00000 85.00 Tack Coat | | | 0100 429A200 180.000 TON | 80.00000 14400.00| 65.00000 11700.00| 77.50000 13950.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 350.000 TON | 55.00000 19250.00| 48.00000 16800.00| 57.50000 20125.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 502A001 43070.000 LB | 0.70000 30149.00| 0.80000 34456.00| 0.75000 32302.50 Steel Reinforcement (Grade 60) | | | 0130 502B000 LUMP| 70000.00000 70000.00| 56000.00000 56000.00| 60000.00000 60000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 2+90, | | | Approximately 101,145 | | | 0140 505M002 950.000 LF | 26.00000 24700.00| 27.00000 25650.00| 34.00000 32300.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040430021 COUNTIES : CHILTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( 3 ) 14008 |ALABAMA BRIDGE BUILDERS, IN |THE MORRIS GROUP, INC. |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505M004 1960.000 LF | 32.00000 62720.00| 31.00000 60760.00| 40.00000 78400.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0160 508A000 15790.000 LB | 3.00000 47370.00| 2.00000 31580.00| 2.20000 34738.00 Structural Steel | | | 0170 510A000 267.000 CUYD| 275.00000 73425.00| 385.00000 102795.00| 425.00000 113475.00 Bridge Substructure Concrete, Class A | | | 0180 510C051 LUMP| 175000.00000 175000.00| 212700.00000 212700.00| 230000.00000 230000.00 Bridge Concrete Superstructure, Station | | | 2+90, Approx. 396 Cubic Yards | | | 0190 510E000 1168.000 SQYD| 2.75000 3212.00| 3.00000 3504.00| 2.25000 2628.00 Grooving Concrete Bridge Decks | | | 0200 511A050 88.000 EACH| 300.00000 26400.00| 100.00000 8800.00| 47.00000 4136.00 Elastomeric Bearing Type 2(Mark B1) | | | 0210 513B003 1730.000 LF | 70.00000 121100.00| 75.00000 129750.00| 84.50000 146185.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0220 600A000 LUMP| 98200.00000 98200.00| 115000.00000 115000.00| 100000.00000 100000.00 Mobilization | | | 0230 610C001 1258.000 TON | 19.00000 23902.00| 20.00000 25160.00| 20.00000 25160.00 Loose Riprap, Class 2 | | | 0240 610D000 1258.000 SQYD| 2.00000 2516.00| 2.00000 2516.00| 3.00000 3774.00 Filter Blanket | | | 0250 630A001 38.000 LF | 22.00000 836.00| 19.00000 722.00| 17.00000 646.00 Steel Beam Guardrail, Class A, Type 2 | | | 0260 630C003 4.000 EACH| 1250.00000 5000.00| 1100.00000 4400.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 0270 630C050 3.000 EACH| 1490.00000 4470.00| 1600.00000 4800.00| 1650.00000 4950.00 Guardrail End Anchor, Type 20 Series | | | 0280 636A004 264.000 LF | 9.00000 2376.00| 6.00000 1584.00| 7.00000 1848.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Posts) | | | 0290 650A000 40.000 CUYD| 4.75000 190.00| 12.00000 480.00| 10.00000 400.00 Topsoil | | | 0300 650B000 170.000 CUYD| 11.00000 1870.00| 5.00000 850.00| 6.00000 1020.00 Topsoil From Stockpiles | | | 0310 652A056 1.000 ACRE| 1000.00000 1000.00| 450.00000 450.00| 600.00000 600.00 Seeding (Mix 2E) | | | 0320 656A001 1.000 ACRE| 1000.00000 1000.00| 450.00000 450.00| 600.00000 600.00 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040430021 COUNTIES : CHILTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13036 |( 3 ) 14008 |ALABAMA BRIDGE BUILDERS, IN |THE MORRIS GROUP, INC. |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665F000 120.000 EACH| 5.00000 600.00| 5.00000 600.00| 12.00000 1440.00 Hay Bales | | | 0340 665J000 1080.000 LF | 3.00000 3240.00| 2.70000 2916.00| 4.00000 4320.00 Silt Fence, Type A | | | 0350 680A000 LUMP| 14400.00000 14400.00| 32000.00000 32000.00| 4500.00000 4500.00 Engineering Controls | | | 0360 701A004 1.000 MILE| 1000.00000 1000.00| 200.00000 200.00| 1200.00000 1200.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0370 701A012 1.000 MILE| 1000.00000 1000.00| 200.00000 200.00| 1200.00000 1200.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0380 701C001 1.000 MILE| 1000.00000 1000.00| 200.00000 200.00| 1200.00000 1200.00 Solid Temporary Traffic Stripe | | | 0390 740B000 145.000 SQFT| 10.00000 1450.00| 7.00000 1015.00| 12.00000 1740.00 Construction Signs | | | 0400 740F002 8.000 EACH| 250.00000 2000.00| 190.00000 1520.00| 200.00000 1600.00 Barricades, Type III | | | 0410 740I005 4.000 EACH| 325.00000 1300.00| 250.00000 1000.00| 300.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 940,619.50| $ 972,172.00| $ 994,702.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 940,619.50| $ 972,172.00| $ 994,702.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040430021 COUNTIES : CHILTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 02088 |( 6 ) 13099 |MURPHREE BRIDGE CORPORATION |B & B ENGINEERING & DESIGN |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 780.00000 780.00| 780.00000 780.00| 780.00000 780.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 0.26 Acres) | | | 0020 206A000 LUMP| 18720.00000 18720.00| 125000.00000 125000.00| 93720.00000 93720.00 Removal Of Old Bridge, Station 3+08.57 | | | 0030 206D011 264.000 LF | 5.00000 1320.00| 3.00000 792.00| 5.00000 1320.00 Removing Fence | | | 0040 210A000 239.000 CUYD| 10.00000 2390.00| 6.00000 1434.00| 10.00000 2390.00 Unclassified Excavation | | | 0050 210D021 1625.000 CUYD| 7.50000 12187.50| 9.00000 14625.00| 7.50000 12187.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 230A000 12.000 RBST| 100.00000 1200.00| 820.00000 9840.00| 100.00000 1200.00 Roadbed Processing | | | 0070 301A012 3088.000 SQYD| 3.00000 9264.00| 10.00000 30880.00| 3.00000 9264.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 3088.000 SQYD| 0.50000 1544.00| 1.00000 3088.00| 0.50000 1544.00 Bituminous Treatment A | | | 0090 405A000 85.000 GAL | 5.00000 425.00| 3.00000 255.00| 1.00000 85.00 Tack Coat | | | 0100 429A200 180.000 TON | 65.00000 11700.00| 75.00000 13500.00| 74.00000 13320.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 350.000 TON | 48.00000 16800.00| 60.00000 21000.00| 55.00000 19250.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 502A001 43070.000 LB | 0.85000 36609.50| 0.60000 25842.00| 1.00000 43070.00 Steel Reinforcement (Grade 60) | | | 0130 502B000 LUMP| 86000.00000 86000.00| 62000.00000 62000.00| 90000.00000 90000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 2+90, | | | Approximately 101,145 | | | 0140 505M002 950.000 LF | 20.00000 19000.00| 26.50000 25175.00| 25.00000 23750.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 021 -6 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040430021 COUNTIES : CHILTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 02088 |( 6 ) 13099 |MURPHREE BRIDGE CORPORATION |B & B ENGINEERING & DESIGN |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505M004 1960.000 LF | 26.00000 50960.00| 32.00000 62720.00| 31.00000 60760.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0160 508A000 15790.000 LB | 2.50000 39475.00| 3.75000 59212.50| 4.50000 71055.00 Structural Steel | | | 0170 510A000 267.000 CUYD| 600.00000 160200.00| 450.00000 120150.00| 450.00000 120150.00 Bridge Substructure Concrete, Class A | | | 0180 510C051 LUMP| 237600.00000 237600.00| 208000.00000 208000.00| 223000.00000 223000.00 Bridge Concrete Superstructure, Station | | | 2+90, Approx. 396 Cubic Yards | | | 0190 510E000 1168.000 SQYD| 2.25000 2628.00| 3.00000 3504.00| 4.25000 4964.00 Grooving Concrete Bridge Decks | | | 0200 511A050 88.000 EACH| 100.00000 8800.00| 70.00000 6160.00| 150.00000 13200.00 Elastomeric Bearing Type 2(Mark B1) | | | 0210 513B003 1730.000 LF | 60.00000 103800.00| 60.00000 103800.00| 59.00000 102070.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0220 600A000 LUMP| 119388.11000 119388.11| 30000.00000 30000.00| 107250.00000 107250.00 Mobilization | | | 0230 610C001 1258.000 TON | 17.72000 22291.76| 21.50000 27047.00| 18.00000 22644.00 Loose Riprap, Class 2 | | | 0240 610D000 1258.000 SQYD| 2.50000 3145.00| 3.50000 4403.00| 3.00000 3774.00 Filter Blanket | | | 0250 630A001 38.000 LF | 19.00000 722.00| 18.00000 684.00| 25.00000 950.00 Steel Beam Guardrail, Class A, Type 2 | | | 0260 630C003 4.000 EACH| 1100.00000 4400.00| 1500.00000 6000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 0270 630C050 3.000 EACH| 1600.00000 4800.00| 1800.00000 5400.00| 1500.00000 4500.00 Guardrail End Anchor, Type 20 Series | | | 0280 636A004 264.000 LF | 5.00000 1320.00| 6.00000 1584.00| 6.00000 1584.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Posts) | | | 0290 650A000 40.000 CUYD| 10.00000 400.00| 12.00000 480.00| 10.00000 400.00 Topsoil | | | 0300 650B000 170.000 CUYD| 5.00000 850.00| 6.00000 1020.00| 5.00000 850.00 Topsoil From Stockpiles | | | 0310 652A056 1.000 ACRE| 400.00000 400.00| 1500.00000 1500.00| 400.00000 400.00 Seeding (Mix 2E) | | | 0320 656A001 1.000 ACRE| 400.00000 400.00| 1500.00000 1500.00| 400.00000 400.00 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 021 -7 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040430021 COUNTIES : CHILTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 02088 |( 6 ) 13099 |MURPHREE BRIDGE CORPORATION |B & B ENGINEERING & DESIGN |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665F000 120.000 EACH| 10.00000 1200.00| 6.00000 720.00| 10.00000 1200.00 Hay Bales | | | 0340 665J000 1080.000 LF | 4.00000 4320.00| 6.00000 6480.00| 4.00000 4320.00 Silt Fence, Type A | | | 0350 680A000 LUMP| 10500.00000 10500.00| 8000.00000 8000.00| 25000.00000 25000.00 Engineering Controls | | | 0360 701A004 1.000 MILE| 200.00000 200.00| 1500.00000 1500.00| 200.00000 200.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0370 701A012 1.000 MILE| 200.00000 200.00| 1500.00000 1500.00| 200.00000 200.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0380 701C001 1.000 MILE| 200.00000 200.00| 1500.00000 1500.00| 200.00000 200.00 Solid Temporary Traffic Stripe | | | 0390 740B000 145.000 SQFT| 7.50000 1087.50| 15.00000 2175.00| 10.00000 1450.00 Construction Signs | | | 0400 740F002 8.000 EACH| 180.00000 1440.00| 500.00000 4000.00| 300.00000 2400.00 Barricades, Type III | | | 0410 740I005 4.000 EACH| 220.00000 880.00| 500.00000 2000.00| 350.00000 1400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 999,547.37| $ 1,005,250.50| $ 1,091,201.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 999,547.37| $ 1,005,250.50| $ 1,091,201.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20040430022 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-1203(200) for constructing the Resurfacing and Traffic Stripe on C.R.#14 from the Mississippi state line to C.R.#13 northwest of Gilbirtown. Length - 5.479 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 656,716.81 100.0000% 2 01073 ASPHALT SUPPLY, LLC $ 686,628.82 104.5548% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040430022 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E019 4.000 EACH| 150.00000 600.00| 278.00000 1112.00| Removing Guardrail End Anchor (Type 10) | | | 0020 305A000 3198.000 CUYD| 9.35000 29901.30| 9.25000 29581.50| Borrow, Section 210, Type 4-A or Better | | | For Miscellaneous | | | 0030 405A000 4952.000 GAL | 0.90000 4456.80| 1.78000 8814.56| Tack Coat | | | 0040 424A341 5945.000 TON | 40.45000 240475.25| 45.26000 269070.70| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424B641 500.000 TON | 70.00000 35000.00| 47.00000 23500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching 1 1/2" Maximum | | | Aggregate Size Mix, Esal Range A/B | | | 0060 424B643 5836.000 TON | 41.50000 242194.00| 44.76000 261219.36| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 600A000 LUMP| 54000.00000 54000.00| 40000.00000 40000.00| Mobilization | | | 0080 630C003 4.000 EACH| 1250.00000 5000.00| 1833.00000 7332.00| Guardrail End Anchor, Type 13 | | | 0090 630C070 4.000 EACH| 1250.00000 5000.00| 1333.00000 5332.00| Guardrail End Anchor, Type 10 Series | | | 0100 701A031 11.000 MILE| 1110.00000 12210.00| 1222.22000 13444.42| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0110 701A035 8.000 MILE| 1290.00000 10320.00| 1422.22000 11377.76| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 3.000 MILE| 705.00000 2115.00| 778.00000 2334.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701C002 3.000 MILE| 395.00000 1185.00| 433.00000 1299.00| Broken Temporary Traffic Stripe (Paint) | | | 0140 701C003 19.000 MILE| 454.00000 8626.00| 500.00000 9500.00| Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040430022 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 703A002 72.000 SQFT| 5.00000 360.00| 5.56000 400.32| Traffic Control Markings, Class 2, Type | | | A | | | 0160 740B000 168.000 SQFT| 10.50000 1764.00| 8.40000 1411.20| Construction Signs | | | 0170 740E000 50.000 EACH| 1.00000 50.00| 3.00000 150.00| Cones (36 Inches High) | | | 0180 740O000 1.000 EACH| 3459.46000 3459.46| 750.00000 750.00| Pilot Car | | | SECTION TOTALS | $ 656,716.81| $ 686,628.82| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 656,716.81| $ 686,628.82| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20040430023 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 CONTRACT TIME : 240 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1204(200) for constructing the Bridge Replacements (2 Precasts) on C.R.#20 at Oakatuppa Creek and relief east of Hinton. Length 0.073 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 748,503.41 100.0000% 2 13099 MCINNIS, LLC $ 764,971.00 102.2001% 3 14008 NEWELL & BUSH, INC. $ 779,837.00 104.1862% 4 02088 B & B ENGINEERING & DESIGN $ 807,312.00 107.8568% 5 18024 RACON, INC. $ 892,945.75 119.2975% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040430023 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 14008 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 40300.00000 40300.00| 50000.00000 50000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 9+08.80 | | | 0020 206A001 LUMP| 23700.00000 23700.00| 50000.00000 50000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 42+46.95 | | | 0030 210A000 1790.000 CUYD| 4.00000 7160.00| 1.00000 1790.00| 8.00000 14320.00 Unclassified Excavation | | | 0040 502A000 263.000 LB | 2.50000 657.50| 1.00000 263.00| 4.00000 1052.00 Steel Reinforcement | | | 0050 505M000 1560.000 LF | 13.00000 20280.00| 23.00000 35880.00| 24.00000 37440.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0060 505M002 2000.000 LF | 16.50000 33000.00| 28.00000 56000.00| 28.00000 56000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 4.000 EACH| 2000.00000 8000.00| 2500.00000 10000.00| 2800.00000 11200.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 45.000 CUYD| 300.00000 13500.00| 650.00000 29250.00| 390.00000 17550.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 132.000 EACH| 60.00000 7920.00| 100.00000 13200.00| 60.00000 7920.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 4.000 EACH| 2905.00000 11620.00| 3500.00000 14000.00| 3800.00000 15200.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 8.000 EACH| 3400.00000 27200.00| 3500.00000 28000.00| 3600.00000 28800.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 24.000 EACH| 3350.00000 80400.00| 3000.00000 72000.00| 2500.00000 60000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 8.000 EACH| 3475.00000 27800.00| 2500.00000 20000.00| 3100.00000 24800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512C017 36.000 EACH| 4305.00000 154980.00| 3000.00000 108000.00| 2500.00000 90000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0150 512C025 12.000 EACH| 4590.00000 55080.00| 4000.00000 48000.00| 4000.00000 48000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040430023 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 14008 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D002 4.000 EACH| 3685.00000 14740.00| 3500.00000 14000.00| 3300.00000 13200.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0170 512D005 4.000 EACH| 3720.00000 14880.00| 3500.00000 14000.00| 3300.00000 13200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0180 512D025 8.000 EACH| 4340.00000 34720.00| 4000.00000 32000.00| 3600.00000 28800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0190 512D030 4.000 EACH| 4375.00000 17500.00| 4000.00000 16000.00| 3800.00000 15200.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0200 512E000 32.000 EACH| 200.00000 6400.00| 400.00000 12800.00| 350.00000 11200.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0210 512F000 16.000 EACH| 355.00000 5680.00| 500.00000 8000.00| 550.00000 8800.00 Precast Concrete Wing Panels, Type W1 | | | 0220 512G000 8.000 EACH| 420.00000 3360.00| 600.00000 4800.00| 550.00000 4400.00 Precast Concrete Abutment Wing Cap Pane | | | 0230 530A854 300.000 LF | 100.00000 30000.00| 100.00000 30000.00| 250.00000 75000.00 84" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0240 600A000 LUMP| 42724.91000 42724.91| 24000.00000 24000.00| 75000.00000 75000.00 Mobilization | | | 0250 610C001 632.000 TON | 32.00000 20224.00| 26.00000 16432.00| 37.00000 23384.00 Loose Riprap, Class 2 | | | 0260 610D003 632.000 SQYD| 2.50000 1580.00| 3.00000 1896.00| 5.00000 3160.00 Filter Blanket, Geotextile | | | 0270 630C003 8.000 EACH| 1100.00000 8800.00| 1200.00000 9600.00| 1400.00000 11200.00 Guardrail End Anchor, Type 13 | | | 0280 630C070 8.000 EACH| 1400.00000 11200.00| 1450.00000 11600.00| 1500.00000 12000.00 Guardrail End Anchor, Type 10 Series | | | 0290 665F000 100.000 EACH| 8.00000 800.00| 10.00000 1000.00| 20.00000 2000.00 Hay Bales | | | 0300 665J000 1470.000 LF | 4.50000 6615.00| 5.00000 7350.00| 5.00000 7350.00 Silt Fence, Type A | | | 0310 680A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 4000.00000 4000.00 Engineering Controls | | | 0320 707B010 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| 180.00000 1440.00 Type B Hazard Marker | | | Installation(Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040430023 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 13099 |( 3 ) 14008 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740B000 456.000 SQFT| 9.50000 4332.00| 10.00000 4560.00| 16.00000 7296.00 Construction Signs | | | 0340 740D000 91.000 EACH| 50.00000 4550.00| 50.00000 4550.00| 75.00000 6825.00 Channelizing Drums | | | 0350 740F002 8.000 EACH| 200.00000 1600.00| 400.00000 3200.00| 350.00000 2800.00 Barricades, Type III | | | 0360 740I005 4.000 EACH| 250.00000 1000.00| 400.00000 1600.00| 325.00000 1300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 748,503.41| $ 764,971.00| $ 779,837.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 748,503.41| $ 764,971.00| $ 779,837.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040430023 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 02088 |( 5 ) 18024 |( ) |B & B ENGINEERING & DESIGN |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 60000.00000 60000.00| 63692.36000 63692.36| Removal Of Old Bridge, Station 9+08.80 | | | 0020 206A001 LUMP| 50000.00000 50000.00| 64732.92000 64732.92| Removal Of Old Bridge, Station 42+46.95 | | | 0030 210A000 1790.000 CUYD| 5.00000 8950.00| 10.93000 19564.70| Unclassified Excavation | | | 0040 502A000 263.000 LB | 2.00000 526.00| 1.50000 394.50| Steel Reinforcement | | | 0050 505M000 1560.000 LF | 22.00000 34320.00| 25.01000 39015.60| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0060 505M002 2000.000 LF | 26.00000 52000.00| 27.48000 54960.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 4.000 EACH| 2000.00000 8000.00| 2381.50000 9526.00| Wire Rope Abutment Anchor Assembly | | | 0080 510A000 45.000 CUYD| 500.00000 22500.00| 700.00000 31500.00| Bridge Substructure Concrete, Class A | | | 0090 511A000 132.000 EACH| 50.00000 6600.00| 97.96000 12930.72| Elastomeric Bearings, Type 1 | | | 0100 512A014 4.000 EACH| 3000.00000 12000.00| 3109.56000 12438.24| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 8.000 EACH| 3200.00000 25600.00| 3019.82000 24158.56| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 24.000 EACH| 3000.00000 72000.00| 3108.87000 74612.88| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 8.000 EACH| 3600.00000 28800.00| 3361.21000 26889.68| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512C017 36.000 EACH| 4000.00000 144000.00| 3847.37000 138505.32| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0150 512C025 12.000 EACH| 4700.00000 56400.00| 4257.07000 51084.84| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 023 -6 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040430023 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 02088 |( 5 ) 18024 |( ) |B & B ENGINEERING & DESIGN |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D002 4.000 EACH| 3000.00000 12000.00| 3393.76000 13575.04| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0170 512D005 4.000 EACH| 3000.00000 12000.00| 3397.35000 13589.40| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0180 512D025 8.000 EACH| 3300.00000 26400.00| 3924.03000 31392.24| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0190 512D030 4.000 EACH| 3350.00000 13400.00| 3919.79000 15679.16| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0200 512E000 32.000 EACH| 300.00000 9600.00| 692.97000 22175.04| Precast Concrete Abutment Panels, Type | | | A1 | | | 0210 512F000 16.000 EACH| 375.00000 6000.00| 831.56000 13304.96| Precast Concrete Wing Panels, Type W1 | | | 0220 512G000 8.000 EACH| 400.00000 3200.00| 891.59000 7132.72| Precast Concrete Abutment Wing Cap Pane | | | 0230 530A854 300.000 LF | 105.00000 31500.00| 151.43000 45429.00| 84" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0240 600A000 LUMP| 30000.00000 30000.00| 12818.81000 12818.81| Mobilization | | | 0250 610C001 632.000 TON | 28.00000 17696.00| 30.00000 18960.00| Loose Riprap, Class 2 | | | 0260 610D003 632.000 SQYD| 3.50000 2212.00| 2.50000 1580.00| Filter Blanket, Geotextile | | | 0270 630C003 8.000 EACH| 1500.00000 12000.00| 1620.77000 12966.16| Guardrail End Anchor, Type 13 | | | 0280 630C070 8.000 EACH| 1700.00000 13600.00| 1642.80000 13142.40| Guardrail End Anchor, Type 10 Series | | | 0290 665F000 100.000 EACH| 6.00000 600.00| 6.00000 600.00| Hay Bales | | | 0300 665J000 1470.000 LF | 6.00000 8820.00| 3.50000 5145.00| Silt Fence, Type A | | | 0310 680A000 LUMP| 8000.00000 8000.00| 20000.00000 20000.00| Engineering Controls | | | 0320 707B010 8.000 EACH| 200.00000 1600.00| 146.68000 1173.44| Type B Hazard Marker | | | Installation(Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 023 -7 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040430023 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 02088 |( 5 ) 18024 |( ) |B & B ENGINEERING & DESIGN |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740B000 456.000 SQFT| 13.00000 5928.00| 17.50000 7980.00| Construction Signs | | | 0340 740D000 91.000 EACH| 60.00000 5460.00| 89.98000 8188.18| Channelizing Drums | | | 0350 740F002 8.000 EACH| 450.00000 3600.00| 310.64000 2485.12| Barricades, Type III | | | 0360 740I005 4.000 EACH| 500.00000 2000.00| 405.69000 1622.76| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 807,312.00| $ 892,945.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 807,312.00| $ 892,945.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20040430024 COUNTIES : CRENSHAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-2115(201) for constructing the Resurfacing and Traffic Stripe on C.R.#11 from S.R.#10 west of Rutledge to C.R.#7 at Center Ridge. Length 7.670 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 596,210.28 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 637,902.25 106.9928% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040430024 COUNTIES : CRENSHAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 31.000 SQYD| 30.00000 930.00| 58.55000 1815.05| Removing Concrete Driveway | | | 0020 210D021 500.000 CUYD| 7.00000 3500.00| 5.45000 2725.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0030 212A000 824.000 STA | 30.00000 24720.00| 22.00000 18128.00| Machine Grading Shoulders | | | 0040 401B100 90900.000 SQYD| 0.54000 49086.00| 0.69000 62721.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 2730.000 GAL | 1.60000 4368.00| 1.85000 5050.50| Tack Coat | | | 0060 429A201 7550.000 TON | 37.00000 279350.00| 37.45000 282747.50| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A206 2270.000 TON | 38.50000 87395.00| 37.35000 84784.50| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429B206 200.000 TON | 53.50000 10700.00| 85.00000 17000.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0090 429B213 1590.000 TON | 38.50000 61215.00| 37.10000 58989.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 600A000 LUMP| 15050.00000 15050.00| 42500.00000 42500.00| Mobilization | | | 0110 652A061 1.000 ACRE| 965.00000 965.00| 407.96000 407.96| Seeding (Mix 3E) | | | 0120 656A000 1.000 ACRE| 950.00000 950.00| 407.96000 407.96| Mulching, Class A, Type 1 | | | 0130 665F000 400.000 EACH| 7.00000 2800.00| 7.14000 2856.00| Hay Bales | | | 0140 665J000 3000.000 LF | 2.70000 8100.00| 2.75000 8250.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040430024 COUNTIES : CRENSHAW LETTING DATE : 04/30/04 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 701A031 16.000 MILE| 1020.00000 16320.00| 1051.37000 16821.92| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 10.000 MILE| 1150.00000 11500.00| 1185.37000 11853.70| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 4.000 MILE| 790.00000 3160.00| 814.30000 3257.20| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 8.000 MILE| 380.00000 3040.00| 391.69000 3133.52| Broken Temporary Traffic Stripe | | | 0190 701C001 20.000 MILE| 450.00000 9000.00| 463.84000 9276.80| Solid Temporary Traffic Stripe | | | 0200 703A002 120.000 SQFT| 5.00000 600.00| 5.15000 618.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703D001 120.000 SQFT| 1.30000 156.00| 1.34000 160.80| Temporary Traffic Control Markings | | | 0220 740B000 356.000 SQFT| 7.88000 2805.28| 8.14000 2897.84| Construction Signs | | | 0230 740O000 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| Pilot Car | | | SECTION TOTALS | $ 596,210.28| $ 637,902.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 596,210.28| $ 637,902.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20040430025 COUNTIES : DEKALB LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2500(208) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#736 at Dry Creek northeast of Rogers. Length - 0.021 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19037 SIMPSON BRIDGE COMPANY, INC. $ 533,923.10 100.0000% 2 08077 HASTINGS GENERAL CONTRACTING, INC. $ 638,978.20 119.6761% 3 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 648,132.90 121.3907% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20040430025 COUNTIES : DEKALB LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 08077 |( 3 ) 23025 |SIMPSON BRIDGE COMPANY, INC |HASTINGS GENERAL CONTRACTIN |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 35000.00000 35000.00| 37500.00000 37500.00| 110000.00000 110000.00 Removal Of Old Bridge, Station 14+68.15 | | | 0020 214A000 2402.000 CUYD| 21.80000 52363.60| 20.00000 48040.00| 15.00000 36030.00 Structure Excavation | | | 0030 214B001 458.000 CUYD| 28.25000 12938.50| 18.00000 8244.00| 40.00000 18320.00 Foundation Backfill, Commercial | | | 0040 502A000 199190.000 LB | 0.65000 129473.50| 0.58000 115530.20| 0.61000 121505.90 Steel Reinforcement | | | 0050 524A011 753.000 CUYD| 308.00000 231924.00| 370.00000 278610.00| 336.00000 253008.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 38500.00000 38500.00| 100000.00000 100000.00| 75000.00000 75000.00 Mobilization | | | 0070 610C001 300.000 TON | 24.50000 7350.00| 18.00000 5400.00| 28.00000 8400.00 Loose Riprap, Class 2 | | | 0080 610D000 340.000 SQYD| 4.00000 1360.00| 5.00000 1700.00| 4.00000 1360.00 Filter Blanket | | | 0090 630A001 475.000 LF | 15.00000 7125.00| 25.00000 11875.00| 16.00000 7600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1288.00000 5152.00| 2000.00000 8000.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 110.000 EACH| 6.50000 715.00| 7.00000 770.00| 8.00000 880.00 Hay Bales | | | 0120 665J000 740.000 LF | 4.60000 3404.00| 6.00000 4440.00| 4.00000 2960.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 5200.00000 5200.00| 14000.00000 14000.00| 4000.00000 4000.00 Engineering Controls | | | 0140 740B000 141.000 SQFT| 7.50000 1057.50| 9.00000 1269.00| 9.00000 1269.00 Construction Signs | | | 0150 740F002 8.000 EACH| 195.00000 1560.00| 300.00000 2400.00| 200.00000 1600.00 Barricades, Type III | | | 0160 740I005 4.000 EACH| 200.00000 800.00| 300.00000 1200.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 533,923.10| $ 638,978.20| $ 648,132.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 533,923.10| $ 638,978.20| $ 648,132.90 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20040430026 COUNTIES : ELMORE LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPMT-2603(200) for constructing the Resurfacing and Traffic Stripe on Redland Road (C.R.#8) from U.S.#231 to Dozier Road (C.R.#59) northeast of Montgomery. Length - 5.942 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 651,028.55 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 669,814.88 102.8856% 3 01087 APAC-SOUTHEAST, INC. $ 716,378.01 110.0379% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040430026 COUNTIES : ELMORE LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |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 206D001 230.000 LF | 3.50000 805.00| 3.52000 809.60| 0.50000 115.00 Removing Guardrail | | | 0020 401B108 83680.000 SQYD| 0.65000 54392.00| 0.67000 56065.60| 0.65000 54392.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 7532.000 GAL | 0.80000 6025.60| 0.25000 1883.00| 0.88000 6628.16 Tack Coat | | | 0040 408A051 134.000 SQYD| 3.00000 402.00| 8.00000 1072.00| 7.00000 938.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 408A052 440.000 SQYD| 4.00000 1760.00| 9.00000 3960.00| 7.00000 3080.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A356 3682.000 TON | 29.50000 108619.00| 31.93000 117566.26| 36.80000 135497.60 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0070 424A358 2511.000 TON | 31.55000 79222.05| 26.30000 66039.30| 35.25000 88512.75 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/8" Maximum | | | Aggregate Size Mix, Esal Range C/D | | | 0080 424B650 9204.000 TON | 26.95000 248047.80| 28.65000 263694.60| 31.10000 286244.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B655 100.000 TON | 55.00000 5500.00| 45.00000 4500.00| 70.00000 7000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B043 2353.000 TON | 15.00000 35295.00| 18.25000 42942.25| 12.50000 29412.50 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0110 600A000 LUMP| 32600.00000 32600.00| 31500.00000 31500.00| 24700.00000 24700.00 Mobilization | | | 0120 630A001 100.000 LF | 16.00000 1600.00| 16.10000 1610.00| 16.00000 1600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0130 630A004 230.000 LF | 22.00000 5060.00| 22.14000 5092.20| 19.00000 4370.00 Steel Beam Guardrail, Class B, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040430026 COUNTIES : ELMORE LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630C022 4.000 EACH| 1100.00000 4400.00| 1107.06000 4428.24| 1200.00000 4800.00 Guardrail End Anchor, Type Special | | | 0150 630C070 4.000 EACH| 1400.00000 5600.00| 1408.99000 5635.96| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0160 701A031 12.000 MILE| 1080.00000 12960.00| 1098.49000 13181.88| 1080.00000 12960.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0170 701A035 8.000 MILE| 1240.00000 9920.00| 1261.23000 10089.84| 1240.00000 9920.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701A045 4.000 MILE| 790.00000 3160.00| 803.53000 3214.12| 790.00000 3160.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701C000 12.000 MILE| 380.00000 4560.00| 386.51000 4638.12| 380.00000 4560.00 Broken Temporary Traffic Stripe | | | 0200 701C001 36.000 MILE| 480.00000 17280.00| 488.22000 17575.92| 480.00000 17280.00 Solid Temporary Traffic Stripe | | | 0210 703A002 1645.000 SQFT| 2.50000 4112.50| 2.54000 4178.30| 2.50000 4112.50 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 67.000 SQFT| 3.50000 234.50| 3.56000 238.52| 3.50000 234.50 Traffic Control Legends, Class 2, Type | | | 0230 703D002 1645.000 SQFT| 1.30000 2138.50| 1.32000 2171.40| 1.30000 2138.50 Temporary Traffic Control Markings | | | (Paint) | | | 0240 703E002 67.000 SQFT| 1.30000 87.10| 1.32000 88.44| 1.30000 87.10 Temporary Traffic Control Legends | | | (Paint) | | | 0250 705A032 173.000 EACH| 5.00000 865.00| 5.09000 880.57| 5.00000 865.00 Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 589.000 EACH| 5.00000 2945.00| 5.09000 2998.01| 5.00000 2945.00 Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 225.000 SQFT| 7.50000 1687.50| 8.03000 1806.75| 8.00000 1800.00 Construction Signs | | | 0280 740E000 50.000 EACH| 10.00000 500.00| 5.51000 275.50| 1.25000 62.50 Cones (36 Inches High) | | | 0290 740M001 50.000 EACH| 5.00000 250.00| 3.57000 178.50| 1.25000 62.50 Ballast For Cone | | | 0300 740O000 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| 3300.00000 3300.00 Pilot Car | | | SECTION TOTALS | $ 651,028.55| $ 669,814.88| $ 716,378.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 651,028.55| $ 669,814.88| $ 716,378.01 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20040430027 COUNTIES : LAMAR LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 CONTRACT TIME : 160 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3800(203) for constructing the Bridge Replacement (Precast) on C.R.#67 at Mud Creek northwest of Millport. Length - 0.068 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 551,358.80 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 576,170.84 104.5002% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 582,928.00 105.7257% 4 18024 RACON, INC. $ 668,515.06 121.2486% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040430027 COUNTIES : LAMAR LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 18036 |( 3 ) 07048 |PHILLIPS CONTRACTING CO., I |RILEY BRIDGE & ENGINEERING |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 14000.00000 14000.00| 18000.00000 18000.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 5+38.58 | | | 0020 210A000 527.000 CUYD| 3.00000 1581.00| 6.00000 3162.00| 10.00000 5270.00 Unclassified Excavation | | | 0030 502A000 444.000 LB | 2.00000 888.00| 3.00000 1332.00| 2.00000 888.00 Steel Reinforcement | | | 0040 505M002 910.000 LF | 27.57000 25088.70| 25.50000 23205.00| 35.00000 31850.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 505M008 2200.000 LF | 34.79000 76538.00| 32.00000 70400.00| 40.00000 88000.00 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0060 507A000 2.000 EACH| 1909.00000 3818.00| 2071.88000 4143.76| 1600.00000 3200.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 68.000 CUYD| 500.00000 34000.00| 600.00000 40800.00| 500.00000 34000.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 110.000 EACH| 70.26000 7728.60| 60.61000 6667.10| 50.00000 5500.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 3432.00000 6864.00| 2831.75000 5663.50| 2700.00000 5400.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 8.000 EACH| 3288.00000 26304.00| 3087.90000 24703.20| 2700.00000 21600.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C017 54.000 EACH| 2948.00000 159192.00| 3336.75000 180184.50| 3500.00000 189000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512C025 18.000 EACH| 3299.00000 59382.00| 3778.60000 68014.80| 3600.00000 64800.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512D025 14.000 EACH| 2908.00000 40712.00| 3397.71000 47567.94| 3500.00000 49000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0140 512D030 4.000 EACH| 2908.00000 11632.00| 3370.21000 13480.84| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0150 512E000 16.000 EACH| 405.00000 6480.00| 427.99000 6847.84| 400.00000 6400.00 Precast Concrete Abutment Panels, Type | | | A1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040430027 COUNTIES : LAMAR LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 18036 |( 3 ) 07048 |PHILLIPS CONTRACTING CO., I |RILEY BRIDGE & ENGINEERING |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512F000 8.000 EACH| 468.00000 3744.00| 506.71000 4053.68| 500.00000 4000.00 Precast Concrete Wing Panels, Type W1 | | | 0170 512G000 4.000 EACH| 605.00000 2420.00| 528.67000 2114.68| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0180 600A000 LUMP| 22800.00000 22800.00| 5000.00000 5000.00| 3000.00000 3000.00 Mobilization | | | 0190 610C001 670.000 TON | 25.00000 16750.00| 24.00000 16080.00| 30.00000 20100.00 Loose Riprap, Class 2 | | | 0200 610D000 670.000 SQYD| 2.00000 1340.00| 3.00000 2010.00| 2.00000 1340.00 Filter Blanket | | | 0210 630C003 4.000 EACH| 1320.00000 5280.00| 1400.00000 5600.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0220 630C050 4.000 EACH| 1470.00000 5880.00| 1600.00000 6400.00| 2300.00000 9200.00 Guardrail End Anchor, Type 20 Series | | | 0230 665F000 95.000 EACH| 6.00000 570.00| 10.00000 950.00| 10.00000 950.00 Hay Bales | | | 0240 665J000 820.000 LF | 5.00000 4100.00| 5.00000 4100.00| 7.00000 5740.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 12000.00000 12000.00| 9000.00000 9000.00| 5000.00000 5000.00 Engineering Controls | | | 0260 740B000 109.000 SQFT| 8.50000 926.50| 10.00000 1090.00| 10.00000 1090.00 Construction Signs | | | 0270 740F002 8.000 EACH| 130.00000 1040.00| 500.00000 4000.00| 250.00000 2000.00 Barricades, Type III | | | 0280 740I005 4.000 EACH| 75.00000 300.00| 400.00000 1600.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 551,358.80| $ 576,170.84| $ 582,928.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 551,358.80| $ 576,170.84| $ 582,928.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040430027 COUNTIES : LAMAR LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 33400.17000 33400.17| | Removal Of Old Bridge, Station 5+38.58 | | | 0020 210A000 527.000 CUYD| 13.94000 7346.38| | Unclassified Excavation | | | 0030 502A000 444.000 LB | 1.64000 728.16| | Steel Reinforcement | | | 0040 505M002 910.000 LF | 29.26000 26626.60| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 505M008 2200.000 LF | 35.98000 79156.00| | Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0060 507A000 2.000 EACH| 1740.93000 3481.86| | Wire Rope Abutment Anchor Assembly | | | 0070 510A000 68.000 CUYD| 600.00000 40800.00| | Bridge Substructure Concrete, Class A | | | 0080 511A000 110.000 EACH| 86.26000 9488.60| | Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 2943.06000 5886.12| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 8.000 EACH| 3220.51000 25764.08| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C017 54.000 EACH| 3625.43000 195773.22| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512C025 18.000 EACH| 4076.93000 73384.74| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512D025 14.000 EACH| 4884.48000 68382.72| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0140 512D030 4.000 EACH| 3580.44000 14321.76| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0150 512E000 16.000 EACH| 696.91000 11150.56| | Precast Concrete Abutment Panels, Type | | | A1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 027 -5 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040430027 COUNTIES : LAMAR LETTING DATE : 04/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512F000 8.000 EACH| 782.18000 6257.44| | Precast Concrete Wing Panels, Type W1 | | | 0170 512G000 4.000 EACH| 805.97000 3223.88| | Precast Concrete Abutment Wing Cap Pane | | | 0180 600A000 LUMP| 9730.16000 9730.16| | Mobilization | | | 0190 610C001 670.000 TON | 30.00000 20100.00| | Loose Riprap, Class 2 | | | 0200 610D000 670.000 SQYD| 2.50000 1675.00| | Filter Blanket | | | 0210 630C003 4.000 EACH| 1550.03000 6200.12| | Guardrail End Anchor, Type 13 | | | 0220 630C050 4.000 EACH| 1726.17000 6904.68| | Guardrail End Anchor, Type 20 Series | | | 0230 665F000 95.000 EACH| 6.00000 570.00| | Hay Bales | | | 0240 665J000 820.000 LF | 3.50000 2870.00| | Silt Fence, Type A | | | 0250 680A000 LUMP| 10000.00000 10000.00| | Engineering Controls | | | 0260 740B000 109.000 SQFT| 17.29000 1884.61| | Construction Signs | | | 0270 740F002 8.000 EACH| 223.05000 1784.40| | Barricades, Type III | | | 0280 740I005 4.000 EACH| 405.95000 1623.80| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 668,515.06| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 668,515.06| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20040430028 COUNTIES : LIMESTONE LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4200(209) for constructing the Bridge Replacement (Precast) and Approaches on Carey Road at Muddy Creek north of Athens. Length 0.179 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 341,710.40 100.0000% 2 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 365,883.50 107.0741% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 398,793.00 116.7050% 4 19037 SIMPSON BRIDGE COMPANY, INC. $ 413,922.85 121.1326% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040430028 COUNTIES : LIMESTONE LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 03023 |( 3 ) 07048 |BURGREEN CONTRACTING CO., I |B. H. CRAIG CONSTRUCTION CO |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 21000.00000 21000.00| 10000.00000 10000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 9+70.00 | | | 0020 210A000 760.000 CUYD| 8.00000 6080.00| 8.00000 6080.00| 15.00000 11400.00 Unclassified Excavation | | | 0030 210D001 3817.000 CUYD| 9.00000 34353.00| 10.00000 38170.00| 10.00000 38170.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 230A000 9.000 RBST| 100.00000 900.00| 100.00000 900.00| 800.00000 7200.00 Roadbed Processing | | | 0050 301A012 2217.000 SQYD| 5.00000 11085.00| 7.00000 15519.00| 8.00000 17736.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0060 401A000 2217.000 SQYD| 0.20000 443.40| 1.75000 3879.75| 1.00000 2217.00 Bituminous Treatment A | | | 0070 405A000 67.000 GAL | 3.00000 201.00| 2.50000 167.50| 1.00000 67.00 Tack Coat | | | 0080 429A200 116.000 TON | 55.00000 6380.00| 75.00000 8700.00| 90.00000 10440.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429C201 369.000 TON | 45.00000 16605.00| 75.00000 27675.00| 90.00000 33210.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0100 502A000 136.000 LB | 4.00000 544.00| 5.00000 680.00| 2.00000 272.00 Steel Reinforcement | | | 0110 505G002 25.000 EACH| 150.00000 3750.00| 130.00000 3250.00| 80.00000 2000.00 Pile Points (Type A, 10") | | | 0120 505M000 686.000 LF | 36.00000 24696.00| 40.00000 27440.00| 40.00000 27440.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0130 507A000 2.000 EACH| 2000.00000 4000.00| 2400.00000 4800.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0140 510A000 18.000 CUYD| 450.00000 8100.00| 500.00000 9000.00| 600.00000 10800.00 Bridge Substructure Concrete, Class A | | | 0150 511A000 50.000 EACH| 75.00000 3750.00| 60.00000 3000.00| 100.00000 5000.00 Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040430028 COUNTIES : LIMESTONE LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 03023 |( 3 ) 07048 |BURGREEN CONTRACTING CO., I |B. H. CRAIG CONSTRUCTION CO |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512A008 2.000 EACH| 3000.00000 6000.00| 2600.00000 5200.00| 2500.00000 5000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-7" Deep By 28'-0" Long | | | 0170 512B003 3.000 EACH| 3400.00000 10200.00| 2520.00000 7560.00| 2500.00000 7500.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'- 7" Deep By 27'-6" Long| | | 0180 512C003 8.000 EACH| 3000.00000 24000.00| 3152.00000 25216.00| 3000.00000 24000.00 Precast Concrete Type 1 Span Section, | | | 3'-3" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C004 12.000 EACH| 3200.00000 38400.00| 3200.00000 38400.00| 3000.00000 36000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0200 512C007 8.000 EACH| 3200.00000 25600.00| 3425.00000 27400.00| 3200.00000 25600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0210 512D002 4.000 EACH| 3000.00000 12000.00| 3454.00000 13816.00| 3200.00000 12800.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0220 512D005 4.000 EACH| 3000.00000 12000.00| 3460.00000 13840.00| 3200.00000 12800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0230 512E000 8.000 EACH| 325.00000 2600.00| 525.00000 4200.00| 400.00000 3200.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0240 512E001 8.000 EACH| 525.00000 4200.00| 575.00000 4600.00| 400.00000 3200.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0250 512F000 4.000 EACH| 525.00000 2100.00| 675.00000 2700.00| 500.00000 2000.00 Precast Concrete Wing Panels, Type W1 | | | 0260 512F001 4.000 EACH| 625.00000 2500.00| 800.00000 3200.00| 700.00000 2800.00 Precast Concrete Wing Panels, Type W2 | | | 0270 512G000 4.000 EACH| 625.00000 2500.00| 735.00000 2940.00| 700.00000 2800.00 Precast Concrete Abutment Wing Cap Pane | | | 0280 600A000 LUMP| 22000.00000 22000.00| 15000.00000 15000.00| 20000.00000 20000.00 Mobilization | | | 0290 610C001 297.000 TON | 21.00000 6237.00| 25.00000 7425.00| 30.00000 8910.00 Loose Riprap, Class 2 | | | 0300 610D003 224.000 SQYD| 3.00000 672.00| 4.00000 896.00| 3.00000 672.00 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040430028 COUNTIES : LIMESTONE LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 03023 |( 3 ) 07048 |BURGREEN CONTRACTING CO., I |B. H. CRAIG CONSTRUCTION CO |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 630A001 50.000 LF | 20.00000 1000.00| 20.00000 1000.00| 25.00000 1250.00 Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 4.000 EACH| 1300.00000 5200.00| 1375.00000 5500.00| 1600.00000 6400.00 Guardrail End Anchor, Type 13 | | | 0330 630C070 4.000 EACH| 1300.00000 5200.00| 1415.00000 5660.00| 1700.00000 6800.00 Guardrail End Anchor, Type 10 Series | | | 0340 650A000 168.000 CUYD| 10.00000 1680.00| 12.00000 2016.00| 20.00000 3360.00 Topsoil | | | 0350 650B000 201.000 CUYD| 2.00000 402.00| 6.00000 1206.00| 15.00000 3015.00 Topsoil From Stockpiles | | | 0360 652A053 1.000 ACRE| 500.00000 500.00| 1100.00000 1100.00| 700.00000 700.00 Seeding (Mix 1E) | | | 0370 656A000 1.000 ACRE| 500.00000 500.00| 1100.00000 1100.00| 700.00000 700.00 Mulching, Class A, Type 1 | | | 0380 665F000 16.000 EACH| 10.00000 160.00| 15.00000 240.00| 10.00000 160.00 Hay Bales | | | 0390 665J000 1628.000 LF | 4.00000 6512.00| 4.00000 6512.00| 8.00000 13024.00 Silt Fence, Type A | | | 0400 680A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 10000.00000 10000.00 Engineering Controls | | | 0410 701A004 1.000 MILE| 350.00000 350.00| 1000.00000 1000.00| 1000.00000 1000.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0420 701A012 1.000 MILE| 350.00000 350.00| 1000.00000 1000.00| 1000.00000 1000.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0430 740B000 155.000 SQFT| 12.00000 1860.00| 8.15000 1263.25| 10.00000 1550.00 Construction Signs | | | 0440 740F002 6.000 EACH| 300.00000 1800.00| 220.00000 1320.00| 200.00000 1200.00 Barricades, Type III | | | 0450 740I005 2.000 EACH| 150.00000 300.00| 156.00000 312.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 341,710.40| $ 365,883.50| $ 398,793.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 341,710.40| $ 365,883.50| $ 398,793.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 028 -5 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040430028 COUNTIES : LIMESTONE LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 59000.00000 59000.00| | Removal Of Old Bridge, Station 9+70.00 | | | 0020 210A000 760.000 CUYD| 5.65000 4294.00| | Unclassified Excavation | | | 0030 210D001 3817.000 CUYD| 6.25000 23856.25| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 230A000 9.000 RBST| 395.00000 3555.00| | Roadbed Processing | | | 0050 301A012 2217.000 SQYD| 5.00000 11085.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0060 401A000 2217.000 SQYD| 2.55000 5653.35| | Bituminous Treatment A | | | 0070 405A000 67.000 GAL | 5.65000 378.55| | Tack Coat | | | 0080 429A200 116.000 TON | 61.75000 7163.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429C201 369.000 TON | 56.25000 20756.25| | Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0100 502A000 136.000 LB | 1.12000 152.32| | Steel Reinforcement | | | 0110 505G002 25.000 EACH| 155.00000 3875.00| | Pile Points (Type A, 10") | | | 0120 505M000 686.000 LF | 35.33000 24236.38| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0130 507A000 2.000 EACH| 2150.00000 4300.00| | Wire Rope Abutment Anchor Assembly | | | 0140 510A000 18.000 CUYD| 380.00000 6840.00| | Bridge Substructure Concrete, Class A | | | 0150 511A000 50.000 EACH| 62.00000 3100.00| | Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 028 -6 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040430028 COUNTIES : LIMESTONE LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512A008 2.000 EACH| 4100.00000 8200.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-7" Deep By 28'-0" Long | | | 0170 512B003 3.000 EACH| 4100.00000 12300.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'- 7" Deep By 27'-6" Long| | | 0180 512C003 8.000 EACH| 2900.00000 23200.00| | Precast Concrete Type 1 Span Section, | | | 3'-3" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C004 12.000 EACH| 2900.00000 34800.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0200 512C007 8.000 EACH| 3000.00000 24000.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0210 512D002 4.000 EACH| 3000.00000 12000.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0220 512D005 4.000 EACH| 3000.00000 12000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0230 512E000 8.000 EACH| 440.00000 3520.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0240 512E001 8.000 EACH| 520.00000 4160.00| | Precast Concrete Abutment Panels, Type | | | A2 | | | 0250 512F000 4.000 EACH| 475.00000 1900.00| | Precast Concrete Wing Panels, Type W1 | | | 0260 512F001 4.000 EACH| 550.00000 2200.00| | Precast Concrete Wing Panels, Type W2 | | | 0270 512G000 4.000 EACH| 500.00000 2000.00| | Precast Concrete Abutment Wing Cap Pane | | | 0280 600A000 LUMP| 38000.00000 38000.00| | Mobilization | | | 0290 610C001 297.000 TON | 20.00000 5940.00| | Loose Riprap, Class 2 | | | 0300 610D003 224.000 SQYD| 4.50000 1008.00| | Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 028 -7 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040430028 COUNTIES : LIMESTONE LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 630A001 50.000 LF | 19.00000 950.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 4.000 EACH| 1300.00000 5200.00| | Guardrail End Anchor, Type 13 | | | 0330 630C070 4.000 EACH| 1349.25000 5397.00| | Guardrail End Anchor, Type 10 Series | | | 0340 650A000 168.000 CUYD| 17.00000 2856.00| | Topsoil | | | 0350 650B000 201.000 CUYD| 11.25000 2261.25| | Topsoil From Stockpiles | | | 0360 652A053 1.000 ACRE| 1500.00000 1500.00| | Seeding (Mix 1E) | | | 0370 656A000 1.000 ACRE| 1000.00000 1000.00| | Mulching, Class A, Type 1 | | | 0380 665F000 16.000 EACH| 7.50000 120.00| | Hay Bales | | | 0390 665J000 1628.000 LF | 3.50000 5698.00| | Silt Fence, Type A | | | 0400 680A000 LUMP| 22000.00000 22000.00| | Engineering Controls | | | 0410 701A004 1.000 MILE| 360.00000 360.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0420 701A012 1.000 MILE| 360.00000 360.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0430 740B000 155.000 SQFT| 8.50000 1317.50| | Construction Signs | | | 0440 740F002 6.000 EACH| 200.00000 1200.00| | Barricades, Type III | | | 0450 740I005 2.000 EACH| 115.00000 230.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 413,922.85| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 413,922.85| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20040430029 COUNTIES : MONROE LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-5000(202) for constructing the Widening, Resurfacing, and Traffic STPOA-CN04(211) Stripe on C.R.#18 and on C.R.#27 at various locations as indicated on the plans. Length - 9.124 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 977,301.57 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 994,785.13 101.7890% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 1,051,401.56 107.5821% 4 01073 ASPHALT SUPPLY, LLC $ 1,141,532.10 116.8045% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040430029 COUNTIES : MONROE LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01087 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305A000 6977.000 CUYD| 7.06000 49257.62| 7.98000 55676.46| 7.35000 51280.95 Borrow, Section 210, (A-4 OR BETTER) | | | (FOR MISCELLANEOUS USE) | | | 0020 401B100 118061.000 SQYD| 0.62000 73197.82| 0.62000 73197.82| 0.71000 83823.31 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 5151.000 GAL | 1.19000 6129.69| 1.90000 9786.90| 0.90000 4635.90 Tack Coat | | | 0040 424A341 9741.000 TON | 39.97000 389347.77| 41.40000 403277.40| 37.65000 366748.65 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 2948.000 TON | 43.67000 128739.16| 42.00000 123816.00| 40.70000 119983.60 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C351 3758.000 TON | 41.31000 155242.98| 43.76000 164450.08| 41.60000 156332.80 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 502A000 246.000 LB | 1.50000 369.00| 1.25000 307.50| 10.00000 2460.00 Steel Reinforcement | | | 0080 524B011 2.000 CUYD| 2000.00000 4000.00| 500.00000 1000.00| 3000.00000 6000.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0090 600A000 LUMP| 16789.18000 16789.18| 20745.00000 20745.00| 110000.00000 110000.00 Mobilization | | | 0100 630A001 1975.000 LF | 18.75000 37031.25| 18.75000 37031.25| 18.75000 37031.25 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 17.000 EACH| 1575.00000 26775.00| 1575.00000 26775.00| 1575.00000 26775.00 Guardrail End Anchor, Type 20 Series | | | 0120 630C070 3.000 EACH| 1400.00000 4200.00| 1400.00000 4200.00| 1400.00000 4200.00 Guardrail End Anchor, Type 10 Series | | | 0130 652A061 13.000 ACRE| 500.00000 6500.00| 425.00000 5525.00| 475.00000 6175.00 Seeding (Mix 3E) | | | 0140 656A000 13.000 ACRE| 500.00000 6500.00| 350.00000 4550.00| 465.00000 6045.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040430029 COUNTIES : MONROE LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01087 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A031 18.000 MILE| 1020.00000 18360.00| 1020.00000 18360.00| 1025.00000 18450.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 11.000 MILE| 1150.00000 12650.00| 1150.00000 12650.00| 1158.00000 12738.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 5.000 MILE| 700.00000 3500.00| 700.00000 3500.00| 705.00000 3525.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 5.000 MILE| 380.00000 1900.00| 380.00000 1900.00| 382.50000 1912.50 Broken Temporary Traffic Stripe | | | 0190 701C001 47.000 MILE| 400.00000 18800.00| 400.00000 18800.00| 402.50000 18917.50 Solid Temporary Traffic Stripe | | | 0200 703A002 44.000 SQFT| 5.00000 220.00| 5.00000 220.00| 5.00000 220.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 48.000 SQFT| 5.00000 240.00| 5.00000 240.00| 5.00000 240.00 Traffic Control Legends, Class 2, Type | | | 0220 705A032 241.000 EACH| 4.80000 1156.80| 4.80000 1156.80| 4.85000 1168.85 Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 725.000 EACH| 4.80000 3480.00| 4.80000 3480.00| 4.85000 3516.25 Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 309.000 SQFT| 10.96000 3386.64| 7.88000 2434.92| 8.00000 2472.00 Construction Signs | | | 0250 740D000 30.000 EACH| 5.48000 164.40| 36.00000 1080.00| 25.00000 750.00 Channelizing Drums | | | 0260 740E000 50.000 EACH| 3.65000 182.50| 2.50000 125.00| 10.00000 500.00 Cones (36 Inches High) | | | 0270 740O000 1.000 EACH| 9181.76000 9181.76| 500.00000 500.00| 5500.00000 5500.00 Pilot Car | | | SECTION TOTALS | $ 977,301.57| $ 994,785.13| $ 1,051,401.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 977,301.57| $ 994,785.13| $ 1,051,401.56 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040430029 COUNTIES : MONROE LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01073 |( ) |( ) |ASPHALT SUPPLY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305A000 6977.000 CUYD| 8.55000 59653.35| | Borrow, Section 210, (A-4 OR BETTER) | | | (FOR MISCELLANEOUS USE) | | | 0020 401B100 118061.000 SQYD| 0.79000 93268.19| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 5151.000 GAL | 1.78000 9168.78| | Tack Coat | | | 0040 424A341 9741.000 TON | 45.82000 446332.62| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 2948.000 TON | 45.86000 135195.28| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C351 3758.000 TON | 42.91000 161255.78| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 502A000 246.000 LB | 9.00000 2214.00| | Steel Reinforcement | | | 0080 524B011 2.000 CUYD| 1650.00000 3300.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0090 600A000 LUMP| 69841.00000 69841.00| | Mobilization | | | 0100 630A001 1975.000 LF | 16.68000 32943.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 17.000 EACH| 1833.00000 31161.00| | Guardrail End Anchor, Type 20 Series | | | 0120 630C070 3.000 EACH| 1833.00000 5499.00| | Guardrail End Anchor, Type 10 Series | | | 0130 652A061 13.000 ACRE| 700.00000 9100.00| | Seeding (Mix 3E) | | | 0140 656A000 13.000 ACRE| 700.00000 9100.00| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 029 -5 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040430029 COUNTIES : MONROE LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01073 |( ) |( ) |ASPHALT SUPPLY, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A031 18.000 MILE| 1133.33000 20399.94| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 11.000 MILE| 1277.78000 14055.58| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 5.000 MILE| 777.78000 3888.90| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 5.000 MILE| 422.22000 2111.10| | Broken Temporary Traffic Stripe | | | 0190 701C001 47.000 MILE| 444.44000 20888.68| | Solid Temporary Traffic Stripe | | | 0200 703A002 44.000 SQFT| 5.56000 244.64| | Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 48.000 SQFT| 5.56000 266.88| | Traffic Control Legends, Class 2, Type | | | 0220 705A032 241.000 EACH| 5.33000 1284.53| | Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 725.000 EACH| 5.33000 3864.25| | Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 309.000 SQFT| 8.40000 2595.60| | Construction Signs | | | 0250 740D000 30.000 EACH| 65.00000 1950.00| | Channelizing Drums | | | 0260 740E000 50.000 EACH| 9.00000 450.00| | Cones (36 Inches High) | | | 0270 740O000 1.000 EACH| 1500.00000 1500.00| | Pilot Car | | | SECTION TOTALS | $ 1,141,532.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,141,532.10| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20040430030 COUNTIES : MORGAN LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5200(214) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#1189 (Natural Bridge Road) at Shoal Creek northeast of Hartselle. Length 0.143 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 257,848.65 100.0000% 2 02011 BROOKS & SON CONSTRUCTION $ 260,229.60 100.9234% 3 19037 SIMPSON BRIDGE COMPANY, INC. $ 291,314.92 112.9790% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040430030 COUNTIES : MORGAN LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 02011 |( 3 ) 19037 |GLASGOW CONSTRUCTION CO., I |BROOKS & SON CONSTRUCTION |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 ACRE) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 16000.00000 16000.00| 29000.00000 29000.00 Removal Of Old Bridge, Station 4+70.3 | | | 0030 210A000 147.000 CUYD| 15.00000 2205.00| 14.00000 2058.00| 13.00000 1911.00 Unclassified Excavation | | | 0040 210D001 708.000 CUYD| 15.00000 10620.00| 17.50000 12390.00| 11.50000 8142.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 573.000 CUYD| 40.00000 22920.00| 15.00000 8595.00| 36.00000 20628.00 Structure Excavation | | | 0060 214B001 173.000 CUYD| 20.00000 3460.00| 22.00000 3806.00| 35.00000 6055.00 Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 800.00000 6400.00| 250.00000 2000.00| 1175.00000 9400.00 Roadbed Processing | | | 0080 301A004 676.000 SQYD| 6.00000 4056.00| 4.00000 2704.00| 6.05000 4089.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 2508.000 SQYD| 8.00000 20064.00| 6.00000 15048.00| 7.05000 17681.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1774.000 SQYD| 1.00000 1774.00| 1.50000 2661.00| 1.66000 2944.84 Bituminous Treatment A | | | 0110 429A201 139.000 TON | 65.00000 9035.00| 75.00000 10425.00| 72.00000 10008.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 255.000 TON | 60.00000 15300.00| 70.00000 17850.00| 72.00000 18360.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 502A000 28081.000 LB | 0.65000 18252.65| 0.60000 16848.60| 0.53000 14882.93 Steel Reinforcement | | | 0140 524A011 174.000 CUYD| 350.00000 60900.00| 325.00000 56550.00| 375.00000 65250.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040430030 COUNTIES : MORGAN LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 02011 |( 3 ) 19037 |GLASGOW CONSTRUCTION CO., I |BROOKS & SON CONSTRUCTION |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 20000.00000 20000.00| 29000.00000 29000.00| 39000.00000 39000.00 Mobilization | | | 0160 610C001 92.000 TON | 30.00000 2760.00| 25.00000 2300.00| 31.00000 2852.00 Loose Riprap, Class 2 | | | 0170 610D000 121.000 SQYD| 2.00000 242.00| 4.00000 484.00| 4.20000 508.20 Filter Blanket | | | 0180 630A001 200.000 LF | 30.00000 6000.00| 47.50000 9500.00| 27.35000 5470.00 Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C050 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 1555.00000 6220.00 Guardrail End Anchor, Type 20 Series | | | 0200 650A000 166.000 CUYD| 20.00000 3320.00| 20.00000 3320.00| 20.00000 3320.00 Topsoil | | | 0210 652A053 1.000 ACRE| 600.00000 600.00| 1000.00000 1000.00| 1100.00000 1100.00 Seeding (Mix 1E) | | | 0220 656A001 1.000 ACRE| 600.00000 600.00| 1000.00000 1000.00| 850.00000 850.00 Mulching, Class A, Type 2 | | | 0230 665F000 50.000 EACH| 10.00000 500.00| 12.50000 625.00| 7.50000 375.00 Hay Bales | | | 0240 665J000 1000.000 LF | 7.00000 7000.00| 8.00000 8000.00| 3.50000 3500.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 8000.00000 8000.00 Engineering Controls | | | 0260 701A031 1.000 MILE| 2000.00000 2000.00| 1400.00000 1400.00| 1555.00000 1555.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0270 701A035 1.000 MILE| 2500.00000 2500.00| 1400.00000 1400.00| 1555.00000 1555.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0280 701C001 1.000 MILE| 1000.00000 1000.00| 600.00000 600.00| 660.00000 660.00 Solid Temporary Traffic Stripe | | | 0290 705A037 19.000 EACH| 10.00000 190.00| 10.00000 190.00| 11.00000 209.00 Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 215.000 SQFT| 10.00000 2150.00| 15.00000 3225.00| 8.85000 1902.75 Construction Signs | | | 0310 740F002 10.000 EACH| 200.00000 2000.00| 400.00000 4000.00| 212.00000 2120.00 Barricades, Type III | | | 0320 740I005 5.000 EACH| 200.00000 1000.00| 250.00000 1250.00| 153.00000 765.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 257,848.65| $ 260,229.60| $ 291,314.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 257,848.65| $ 260,229.60| $ 291,314.92 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20040430031 COUNTIES : RANDOLPH LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 CONTRACT TIME : 240 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5600(203) for constructing the Bridge Replacement and Approaches on C.R.#431 at the Little Tallapoosa River north of Wedowee. Length 0.328 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 1,655,434.95 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 1,747,240.24 105.5457% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040430031 COUNTIES : RANDOLPH LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19007 |( ) |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 160000.00000 160000.00| 100000.00000 100000.00| Removal Of Old Bridge, Station 1155+30. | | | 70 | | | 0020 210A000 835.000 CUYD| 6.00000 5010.00| 4.45000 3715.75| Unclassified Excavation | | | 0030 210D001 7559.000 CUYD| 7.50000 56692.50| 6.98000 52761.82| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 210F001 5640.000 TON | 15.00000 84600.00| 16.06000 90578.40| Borrow Excavation (Underwater | | | Embankment) | | | 0050 231B002 937.000 TON | 20.00000 18740.00| 15.00000 14055.00| Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0060 301A012 3707.000 SQYD| 6.85000 25392.95| 12.00000 44484.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 3707.000 SQYD| 1.50000 5560.50| 1.25000 4633.75| Bituminous Treatment A | | | 0080 405A000 120.000 GAL | 2.50000 300.00| 2.00000 240.00| Tack Coat | | | 0090 424A341 299.000 TON | 55.00000 16445.00| 50.00000 14950.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 424B637 623.000 TON | 46.00000 28658.00| 42.00000 26166.00| Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 502A000 65300.000 LB | 1.00000 65300.00| 0.81000 52893.00| Steel Reinforcement | | | 0120 502B002 LUMP| 81800.00000 81800.00| 72500.00000 72500.00| Steel Reinforcement For Bridge | | | Superstructure Station 1155+51, Approx. | | | 81800 lbs. | | | 0130 506A000 24.000 LF | 210.00000 5040.00| 200.00000 4800.00| Drilled Shaft Excavation, 4'-6" Diamete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040430031 COUNTIES : RANDOLPH LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19007 |( ) |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506A005 169.000 LF | 210.00000 35490.00| 200.00000 33800.00| Drilled Shaft Excavation, 3'-6" Diamete | | | 0150 506B002 63.000 LF | 1200.00000 75600.00| 1160.00000 73080.00| Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0160 506B004 36.000 LF | 1650.00000 59400.00| 1580.00000 56880.00| Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0170 506C041 248.000 LF | 132.00000 32736.00| 125.00000 31000.00| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0180 506C043 168.000 LF | 210.00000 35280.00| 200.00000 33600.00| Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0190 506F001 127.000 LF | 195.00000 24765.00| 185.00000 23495.00| Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0200 506G003 4.000 EACH| 3100.00000 12400.00| 110.00000 440.00| Crosshole Sonic Logging, 4'-6" Diameter | | | 0210 508A000 4200.000 LB | 5.50000 23100.00| 3.70000 15540.00| Structural Steel | | | 0220 510A000 130.000 CUYD| 700.00000 91000.00| 790.00000 102700.00| Bridge Substructure Concrete, Class A | | | 0230 510C051 LUMP| 230000.00000 230000.00| 330000.00000 330000.00| Bridge Concrete Superstructure, Station | | | 1155+51, Approx. 382 cu. yds. | | | 0240 510E000 920.000 SQYD| 6.25000 5750.00| 2.90000 2668.00| Grooving Concrete Bridge Decks | | | 0250 511A001 24.000 EACH| 150.00000 3600.00| 200.00000 4800.00| Elastomeric Bearings, Type 2 | | | 0260 513B019 1366.000 LF | 140.00000 191240.00| 173.00000 236318.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0270 600A000 LUMP| 163000.00000 163000.00| 210000.00000 210000.00| Mobilization | | | 0280 630A001 775.000 LF | 14.00000 10850.00| 14.00000 10850.00| Steel Beam Guardrail, Class A, Type 2 | | | 0290 630C003 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040430031 COUNTIES : RANDOLPH LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19007 |( ) |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 630C050 4.000 EACH| 1550.00000 6200.00| 1600.00000 6400.00| Guardrail End Anchor, Type 20 Series | | | 0310 650A000 1113.000 CUYD| 7.00000 7791.00| 8.40000 9349.20| Topsoil | | | 0320 652A056 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| Seeding (Mix 2E) | | | 0330 656A001 1.000 ACRE| 500.00000 500.00| 550.00000 550.00| Mulching, Class A, Type 2 | | | 0340 659A010 2903.000 SQYD| 2.00000 5806.00| 2.64000 7663.92| Erosion Control Netting, Class A (Jute | | | Netting) | | | 0350 665F000 230.000 EACH| 10.00000 2300.00| 9.00000 2070.00| Hay Bales | | | 0360 665J000 3008.000 LF | 3.50000 10528.00| 3.25000 9776.00| Silt Fence, Type A | | | 0370 680A000 LUMP| 62000.00000 62000.00| 55000.00000 55000.00| Engineering Controls | | | 0380 701A004 1.000 MILE| 750.00000 750.00| 200.00000 200.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0390 701A012 1.000 MILE| 750.00000 750.00| 200.00000 200.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0400 740B000 176.000 SQFT| 10.00000 1760.00| 7.40000 1302.40| Construction Signs | | | 0410 740F002 8.000 EACH| 250.00000 2000.00| 200.00000 1600.00| Barricades, Type III | | | 0420 740I005 4.000 EACH| 500.00000 2000.00| 320.00000 1280.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,655,434.95| $ 1,747,240.24| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,655,434.95| $ 1,747,240.24| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20040430032 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5800(202) for constructing the Bridge Replacement (Precast) on Canoe Creek Road at Big Canoe Creek northwest of Springville. Length 0.030 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19121 BOB SMITH CONSTRUCTION, INC. $ 274,756.50 100.0000% 2 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 337,445.00 122.8160% 3 13021 MURPHREE BRIDGE CORPORATION $ 339,008.20 123.3850% 4 13099 MCINNIS, LLC $ 340,766.00 124.0247% 5 19037 SIMPSON BRIDGE COMPANY, INC. $ 350,824.80 127.6857% 6 01007 ALABAMA BRIDGE BUILDERS, INC. $ 384,225.00 139.8420% 7 07053 G & R PLANT MAINTENANCE, INC. $ 432,717.00 157.4911% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040430032 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 23025 |( 3 ) 13021 |BOB SMITH CONSTRUCTION, INC |WRIGHT BROTHERS CONSTRUCTIO |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 502A000 157.000 LB | 10.00000 1570.00| 1.00000 157.00| 2.50000 392.50 Steel Reinforcement | | | 0020 505A032 1.000 EACH| 2000.00000 2000.00| 400.00000 400.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0030 505B102 1.000 EACH| 2000.00000 2000.00| 100.00000 100.00| 200.00000 200.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0040 505M002 912.000 LF | 50.00000 45600.00| 22.00000 20064.00| 25.00000 22800.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 507A000 2.000 EACH| 1700.00000 3400.00| 2500.00000 5000.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0060 510A000 23.000 CUYD| 500.00000 11500.00| 600.00000 13800.00| 300.00000 6900.00 Bridge Substructure Concrete, Class A | | | 0070 511A000 55.000 EACH| 100.00000 5500.00| 50.00000 2750.00| 60.00000 3300.00 Elastomeric Bearings, Type 1 | | | 0080 512A017 2.000 EACH| 2500.00000 5000.00| 4000.00000 8000.00| 3695.00000 7390.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0090 512B016 3.000 EACH| 3000.00000 9000.00| 4000.00000 12000.00| 4530.00000 13590.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0100 512C018 24.000 EACH| 2800.00000 67200.00| 4000.00000 96000.00| 4865.00000 116760.00 Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-113/4" Long | | | (30^ Skew) | | | 0110 512C026 8.000 EACH| 3100.00000 24800.00| 4000.00000 32000.00| 5185.00000 41480.00 Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | (30^ Skew) | | | 0120 512D026 4.000 EACH| 3000.00000 12000.00| 4000.00000 16000.00| 4940.00000 19760.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long (30^ | | | Skew) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040430032 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 23025 |( 3 ) 13021 |BOB SMITH CONSTRUCTION, INC |WRIGHT BROTHERS CONSTRUCTIO |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 512D032 4.000 EACH| 3000.00000 12000.00| 4000.00000 16000.00| 4905.00000 19620.00 Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long (30^ Skew) | | | 0140 512E011 12.000 EACH| 525.00000 6300.00| 500.00000 6000.00| 270.00000 3240.00 Precast Concrete Abutment Panels, Type | | | A2, 6'-1" Long | | | 0150 512E012 8.000 EACH| 525.00000 4200.00| 500.00000 4000.00| 330.00000 2640.00 Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | 0160 512F001 8.000 EACH| 700.00000 5600.00| 600.00000 4800.00| 575.00000 4600.00 Precast Concrete Wing Panels, Type W2 | | | 0170 512G001 4.000 EACH| 700.00000 2800.00| 600.00000 2400.00| 515.00000 2060.00 Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0180 600A000 LUMP| 25000.00000 25000.00| 75000.00000 75000.00| 40297.20000 40297.20 Mobilization | | | 0190 610C001 226.000 TON | 25.00000 5650.00| 28.00000 6328.00| 32.00000 7232.00 Loose Riprap, Class 2 | | | 0200 610D003 299.000 SQYD| 3.50000 1046.50| 4.00000 1196.00| 2.50000 747.50 Filter Blanket, Geotextile | | | 0210 630C003 4.000 EACH| 1750.00000 7000.00| 1260.00000 5040.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0220 630C050 4.000 EACH| 1750.00000 7000.00| 1260.00000 5040.00| 1600.00000 6400.00 Guardrail End Anchor, Type 20 Series | | | 0230 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 8.50000 425.00 Hay Bales | | | 0240 665J000 280.000 LF | 3.00000 840.00| 4.00000 1120.00| 4.55000 1274.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 7500.00000 7500.00| 4000.00000 4000.00| 7500.00000 7500.00 Engineering Controls | | | SECTION TOTALS | $ 274,756.50| $ 337,445.00| $ 339,008.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 274,756.50| $ 337,445.00| $ 339,008.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040430032 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 19037 |( 6 ) 01007 |MCINNIS, LLC |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 502A000 157.000 LB | 1.00000 157.00| 1.50000 235.50| 1.00000 157.00 Steel Reinforcement | | | 0020 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 500.00000 500.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0030 505B102 1.000 EACH| 500.00000 500.00| 250.00000 250.00| 500.00000 500.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0040 505M002 912.000 LF | 24.00000 21888.00| 32.65000 29776.80| 30.00000 27360.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 507A000 2.000 EACH| 3000.00000 6000.00| 3670.00000 7340.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0060 510A000 23.000 CUYD| 650.00000 14950.00| 630.00000 14490.00| 300.00000 6900.00 Bridge Substructure Concrete, Class A | | | 0070 511A000 55.000 EACH| 100.00000 5500.00| 113.50000 6242.50| 165.00000 9075.00 Elastomeric Bearings, Type 1 | | | 0080 512A017 2.000 EACH| 3600.00000 7200.00| 4600.00000 9200.00| 5500.00000 11000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0090 512B016 3.000 EACH| 4100.00000 12300.00| 5490.00000 16470.00| 6000.00000 18000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0100 512C018 24.000 EACH| 4500.00000 108000.00| 3160.00000 75840.00| 5500.00000 132000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-113/4" Long | | | (30^ Skew) | | | 0110 512C026 8.000 EACH| 4750.00000 38000.00| 3514.00000 28112.00| 5500.00000 44000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | (30^ Skew) | | | 0120 512D026 4.000 EACH| 4500.00000 18000.00| 3420.00000 13680.00| 5500.00000 22000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long (30^ | | | Skew) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040430032 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 19037 |( 6 ) 01007 |MCINNIS, LLC |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 512D032 4.000 EACH| 4500.00000 18000.00| 3416.00000 13664.00| 5500.00000 22000.00 Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long (30^ Skew) | | | 0140 512E011 12.000 EACH| 500.00000 6000.00| 380.00000 4560.00| 500.00000 6000.00 Precast Concrete Abutment Panels, Type | | | A2, 6'-1" Long | | | 0150 512E012 8.000 EACH| 550.00000 4400.00| 335.00000 2680.00| 500.00000 4000.00 Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | 0160 512F001 8.000 EACH| 650.00000 5200.00| 475.00000 3800.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W2 | | | 0170 512G001 4.000 EACH| 650.00000 2600.00| 725.00000 2900.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0180 600A000 LUMP| 40000.00000 40000.00| 84500.00000 84500.00| 42000.00000 42000.00 Mobilization | | | 0190 610C001 226.000 TON | 26.00000 5876.00| 28.00000 6328.00| 21.00000 4746.00 Loose Riprap, Class 2 | | | 0200 610D003 299.000 SQYD| 5.00000 1495.00| 4.00000 1196.00| 3.00000 897.00 Filter Blanket, Geotextile | | | 0210 630C003 4.000 EACH| 1400.00000 5600.00| 1310.00000 5240.00| 1270.00000 5080.00 Guardrail End Anchor, Type 13 | | | 0220 630C050 4.000 EACH| 1550.00000 6200.00| 1500.00000 6000.00| 1450.00000 5800.00 Guardrail End Anchor, Type 20 Series | | | 0230 665F000 50.000 EACH| 10.00000 500.00| 4.00000 200.00| 5.00000 250.00 Hay Bales | | | 0240 665J000 280.000 LF | 5.00000 1400.00| 4.00000 1120.00| 7.00000 1960.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 9000.00000 9000.00| 15000.00000 15000.00| 10000.00000 10000.00 Engineering Controls | | | SECTION TOTALS | $ 340,766.00| $ 350,824.80| $ 384,225.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 340,766.00| $ 350,824.80| $ 384,225.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040430032 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 7 ) 07053 |( ) |( ) |G & R PLANT MAINTENANCE, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 502A000 157.000 LB | 12.00000 1884.00| | Steel Reinforcement | | | 0020 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0030 505B102 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0040 505M002 912.000 LF | 69.00000 62928.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 507A000 2.000 EACH| 2520.00000 5040.00| | Wire Rope Abutment Anchor Assembly | | | 0060 510A000 23.000 CUYD| 575.00000 13225.00| | Bridge Substructure Concrete, Class A | | | 0070 511A000 55.000 EACH| 121.00000 6655.00| | Elastomeric Bearings, Type 1 | | | 0080 512A017 2.000 EACH| 4422.00000 8844.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0090 512B016 3.000 EACH| 4770.00000 14310.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0100 512C018 24.000 EACH| 5161.00000 123864.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-113/4" Long | | | (30^ Skew) | | | 0110 512C026 8.000 EACH| 5630.00000 45040.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | (30^ Skew) | | | 0120 512D026 4.000 EACH| 5174.00000 20696.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long (30^ | | | Skew) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040430032 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 7 ) 07053 |( ) |( ) |G & R PLANT MAINTENANCE, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 512D032 4.000 EACH| 5113.00000 20452.00| | Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long (30^ Skew) | | | 0140 512E011 12.000 EACH| 706.00000 8472.00| | Precast Concrete Abutment Panels, Type | | | A2, 6'-1" Long | | | 0150 512E012 8.000 EACH| 695.00000 5560.00| | Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | 0160 512F001 8.000 EACH| 806.00000 6448.00| | Precast Concrete Wing Panels, Type W2 | | | 0170 512G001 4.000 EACH| 835.00000 3340.00| | Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0180 600A000 LUMP| 34500.00000 34500.00| | Mobilization | | | 0190 610C001 226.000 TON | 39.00000 8814.00| | Loose Riprap, Class 2 | | | 0200 610D003 299.000 SQYD| 7.00000 2093.00| | Filter Blanket, Geotextile | | | 0210 630C003 4.000 EACH| 1460.00000 5840.00| | Guardrail End Anchor, Type 13 | | | 0220 630C050 4.000 EACH| 1668.00000 6672.00| | Guardrail End Anchor, Type 20 Series | | | 0230 665F000 50.000 EACH| 8.00000 400.00| | Hay Bales | | | 0240 665J000 280.000 LF | 13.00000 3640.00| | Silt Fence, Type A | | | 0250 680A000 LUMP| 20000.00000 20000.00| | Engineering Controls | | | SECTION TOTALS | $ 432,717.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 432,717.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20040430033 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5800(203) for constructing the Bridge Replacement (Precast) on Baker Road at Shoal Creek east of Birmingham. Length - 0.022 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19121 BOB SMITH CONSTRUCTION, INC. $ 214,757.50 100.0000% 2 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 239,334.00 111.4438% 3 19037 SIMPSON BRIDGE COMPANY, INC. $ 239,555.50 111.5470% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 243,489.00 113.3786% 5 13021 MURPHREE BRIDGE CORPORATION $ 253,393.76 117.9906% 6 13099 MCINNIS, LLC $ 261,429.00 121.7322% 7 07053 G & R PLANT MAINTENANCE, INC. $ 330,363.00 153.8307% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040430033 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 23025 |( 3 ) 19037 |BOB SMITH CONSTRUCTION, INC |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 163.000 CUYD| 12.50000 2037.50| 6.00000 978.00| 12.00000 1956.00 Unclassified Excavation | | | 0020 502A000 69.000 LB | 10.00000 690.00| 4.00000 276.00| 1.50000 103.50 Steel Reinforcement | | | 0030 505A032 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0040 505B102 1.000 EACH| 2000.00000 2000.00| 100.00000 100.00| 250.00000 250.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0050 505M002 650.000 LF | 50.00000 32500.00| 22.00000 14300.00| 31.60000 20540.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 1800.00000 3600.00| 2400.00000 4800.00| 1725.00000 3450.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 11.000 CUYD| 700.00000 7700.00| 600.00000 6600.00| 600.00000 6600.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 44.000 EACH| 50.00000 2200.00| 50.00000 2200.00| 67.00000 2948.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 2200.00000 4400.00| 4000.00000 8000.00| 4160.00000 8320.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 2.000 EACH| 2200.00000 4400.00| 4000.00000 8000.00| 4015.00000 8030.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C017 18.000 EACH| 2750.00000 49500.00| 4000.00000 72000.00| 2785.00000 50130.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512C025 6.000 EACH| 3000.00000 18000.00| 4000.00000 24000.00| 3150.00000 18900.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512D025 2.000 EACH| 2800.00000 5600.00| 4000.00000 8000.00| 2828.00000 5656.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0140 512D030 4.000 EACH| 2750.00000 11000.00| 4000.00000 16000.00| 2828.00000 11312.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040430033 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 23025 |( 3 ) 19037 |BOB SMITH CONSTRUCTION, INC |WRIGHT BROTHERS CONSTRUCTIO |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512E000 8.000 EACH| 525.00000 4200.00| 550.00000 4400.00| 418.00000 3344.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0160 512E001 8.000 EACH| 525.00000 4200.00| 550.00000 4400.00| 445.00000 3560.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0170 512F000 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 418.00000 1672.00 Precast Concrete Wing Panels, Type W1 | | | 0180 512F001 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 460.00000 1840.00 Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 560.00000 2240.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 54000.00000 54000.00 Mobilization | | | 0210 610C001 180.000 TON | 25.00000 4500.00| 25.00000 4500.00| 27.00000 4860.00 Loose Riprap, Class 2 | | | 0220 610D003 240.000 SQYD| 3.50000 840.00| 4.00000 960.00| 4.25000 1020.00 Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1750.00000 7000.00| 1400.00000 5600.00| 1288.00000 5152.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1750.00000 7000.00| 1600.00000 6400.00| 1500.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0250 665F000 50.000 EACH| 5.00000 250.00| 8.00000 400.00| 6.00000 300.00 Hay Bales | | | 0260 665J000 280.000 LF | 3.00000 840.00| 4.00000 1120.00| 4.90000 1372.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 7500.00000 7500.00| 3000.00000 3000.00| 14000.00000 14000.00 Engineering Controls | | | SECTION TOTALS | $ 214,757.50| $ 239,334.00| $ 239,555.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 214,757.50| $ 239,334.00| $ 239,555.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040430033 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 13021 |( 6 ) 13099 |ALABAMA BRIDGE BUILDERS, IN |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 210A000 163.000 CUYD| 10.00000 1630.00| 5.00000 815.00| 10.00000 1630.00 Unclassified Excavation | | | 0020 502A000 69.000 LB | 1.00000 69.00| 2.50000 172.50| 1.00000 69.00 Steel Reinforcement | | | 0030 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) | | | 0040 505B102 1.000 EACH| 2000.00000 2000.00| 200.00000 200.00| 500.00000 500.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0050 505M002 650.000 LF | 30.00000 19500.00| 25.00000 16250.00| 24.00000 15600.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 11.000 CUYD| 300.00000 3300.00| 300.00000 3300.00| 650.00000 7150.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 44.000 EACH| 75.00000 3300.00| 60.00000 2640.00| 100.00000 4400.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 5000.00000 10000.00| 3248.42000 6496.84| 3600.00000 7200.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 2.000 EACH| 5000.00000 10000.00| 3802.90000 7605.80| 4100.00000 8200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C017 18.000 EACH| 4000.00000 72000.00| 4817.57000 86716.26| 4500.00000 81000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512C025 6.000 EACH| 4000.00000 24000.00| 5135.52000 30813.12| 4750.00000 28500.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512D025 2.000 EACH| 5000.00000 10000.00| 4893.42000 9786.84| 4500.00000 9000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0140 512D030 4.000 EACH| 5000.00000 20000.00| 4856.99000 19427.96| 4500.00000 18000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040430033 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 13021 |( 6 ) 13099 |ALABAMA BRIDGE BUILDERS, IN |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512E000 8.000 EACH| 500.00000 4000.00| 225.60000 1804.80| 500.00000 4000.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0160 512E001 8.000 EACH| 500.00000 4000.00| 325.87000 2606.96| 500.00000 4000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0170 512F000 4.000 EACH| 500.00000 2000.00| 394.22000 1576.88| 650.00000 2600.00 Precast Concrete Wing Panels, Type W1 | | | 0180 512F001 4.000 EACH| 500.00000 2000.00| 569.47000 2277.88| 600.00000 2400.00 Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 4.000 EACH| 500.00000 2000.00| 510.98000 2043.92| 650.00000 2600.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 20000.00000 20000.00| 28000.00000 28000.00| 30000.00000 30000.00 Mobilization | | | 0210 610C001 180.000 TON | 22.00000 3960.00| 32.00000 5760.00| 26.00000 4680.00 Loose Riprap, Class 2 | | | 0220 610D003 240.000 SQYD| 3.00000 720.00| 2.50000 600.00| 5.00000 1200.00 Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1250.00000 5000.00| 1100.00000 4400.00| 1400.00000 5600.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1450.00000 5800.00| 1600.00000 6400.00| 1550.00000 6200.00 Guardrail End Anchor, Type 20 Series | | | 0250 665F000 50.000 EACH| 5.00000 250.00| 8.50000 425.00| 10.00000 500.00 Hay Bales | | | 0260 665J000 280.000 LF | 7.00000 1960.00| 4.55000 1274.00| 5.00000 1400.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 7000.00000 7000.00 Engineering Controls | | | SECTION TOTALS | $ 243,489.00| $ 253,393.76| $ 261,429.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 243,489.00| $ 253,393.76| $ 261,429.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 033 -6 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040430033 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 7 ) 07053 |( ) |( ) |G & R PLANT MAINTENANCE, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 163.000 CUYD| 12.00000 1956.00| | Unclassified Excavation | | | 0020 502A000 69.000 LB | 12.00000 828.00| | Steel Reinforcement | | | 0030 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0040 505B102 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0050 505M002 650.000 LF | 69.00000 44850.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 2.000 EACH| 2072.00000 4144.00| | Wire Rope Abutment Anchor Assembly | | | 0070 510A000 11.000 CUYD| 575.00000 6325.00| | Bridge Substructure Concrete, Class A | | | 0080 511A000 44.000 EACH| 54.00000 2376.00| | Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 4335.00000 8670.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 2.000 EACH| 4627.00000 9254.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C017 18.000 EACH| 5044.00000 90792.00| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512C025 6.000 EACH| 5520.00000 33120.00| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512D025 2.000 EACH| 5036.00000 10072.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0140 512D030 4.000 EACH| 5000.00000 20000.00| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 033 -7 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040430033 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 7 ) 07053 |( ) |( ) |G & R PLANT MAINTENANCE, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512E000 8.000 EACH| 639.00000 5112.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0160 512E001 8.000 EACH| 695.00000 5560.00| | Precast Concrete Abutment Panels, Type | | | A2 | | | 0170 512F000 4.000 EACH| 728.00000 2912.00| | Precast Concrete Wing Panels, Type W1 | | | 0180 512F001 4.000 EACH| 805.00000 3220.00| | Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 4.000 EACH| 752.00000 3008.00| | Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 30000.00000 30000.00| | Mobilization | | | 0210 610C001 180.000 TON | 39.00000 7020.00| | Loose Riprap, Class 2 | | | 0220 610D003 240.000 SQYD| 4.00000 960.00| | Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 1438.00000 5752.00| | Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1668.00000 6672.00| | Guardrail End Anchor, Type 20 Series | | | 0250 665F000 50.000 EACH| 8.00000 400.00| | Hay Bales | | | 0260 665J000 280.000 LF | 12.00000 3360.00| | Silt Fence, Type A | | | 0270 680A000 LUMP| 20000.00000 20000.00| | Engineering Controls | | | SECTION TOTALS | $ 330,363.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 330,363.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20040430034 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-6110(201) for constructing the Resurfacing and Traffic Stripe on C.R.#191 from S.R.#235 to C.R.#203 northeast of Vincent. Length - 13.386 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 982,575.20 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,034,441.70 105.2786% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040430034 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( ) |MCCARTNEY 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 206D001 888.000 LF | 1.25000 1110.00| 0.53000 470.64| Removing Guardrail | | | 0020 206E019 1.000 EACH| 125.00000 125.00| 52.50000 52.50| Removing Guardrail End Anchor (Type 10) | | | 0030 401B108 178157.000 SQYD| 0.60000 106894.20| 0.62000 110457.34| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 1000.000 GAL | 0.00000 0.00| 1.22000 1220.00| Tack Coat | | | 0050 424A341 15398.000 TON | 36.00000 554328.00| 30.00000 461940.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A346 500.000 TON | 36.00000 18000.00| 55.48000 27740.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424C345 700.000 TON | 70.00000 49000.00| 71.59000 50113.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 430B043 2640.000 TON | 16.00000 42240.00| 15.18000 40075.20| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 600A000 LUMP| 62000.00000 62000.00| 168830.13000 168830.13| Mobilization | | | 0100 630A001 550.000 LF | 14.50000 7975.00| 16.80000 9240.00| Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C070 19.000 EACH| 1285.00000 24415.00| 1470.00000 27930.00| Guardrail End Anchor, Type 10 Series | | | 0120 665F000 200.000 EACH| 5.00000 1000.00| 8.40000 1680.00| Hay Bales | | | 0130 665J000 400.000 LF | 2.00000 800.00| 4.49000 1796.00| Silt Fence, Type A | | | 0140 701A031 27.000 MILE| 1220.00000 32940.00| 1365.00000 36855.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040430034 COUNTIES : TALLADEGA LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A035 13.000 MILE| 1340.00000 17420.00| 1470.00000 19110.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 12.000 MILE| 820.00000 9840.00| 1207.50000 14490.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 24.000 MILE| 490.00000 11760.00| 430.50000 10332.00| Broken Temporary Traffic Stripe | | | 0180 701C001 26.000 MILE| 590.00000 15340.00| 535.50000 13923.00| Solid Temporary Traffic Stripe | | | 0190 701G124 600.000 LF | 3.15000 1890.00| 7.35000 4410.00| Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0200 701G132 600.000 LF | 3.15000 1890.00| 7.35000 4410.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0210 703A002 520.000 SQFT| 2.50000 1300.00| 3.05000 1586.00| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 137.000 SQFT| 3.50000 479.50| 3.78000 517.86| Traffic Control Legends, Class 2, Type | | | 0230 703D001 120.000 SQFT| 1.50000 180.00| 2.00000 240.00| Temporary Traffic Control Markings | | | 0240 703E001 137.000 SQFT| 1.50000 205.50| 2.42000 331.54| Temporary Traffic Control Legends | | | 0250 705A032 226.000 EACH| 5.50000 1243.00| 5.57000 1258.82| Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 1246.000 EACH| 5.50000 6853.00| 5.78000 7201.88| Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 868.000 SQFT| 9.00000 7812.00| 8.35000 7247.80| Construction Signs | | | 0280 740E000 150.000 EACH| 1.00000 150.00| 10.76000 1614.00| Cones (36 Inches High) | | | 0290 740M001 150.000 EACH| 1.00000 150.00| 6.83000 1024.50| Ballast For Cone | | | 0300 740O000 1.000 EACH| 5235.00000 5235.00| 8344.49000 8344.49| Pilot Car | | | SECTION TOTALS | $ 982,575.20| $ 1,034,441.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 982,575.20| $ 1,034,441.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20040430035 COUNTIES : WINSTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 CONTRACT TIME : 160 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6700(207) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#78 at Rock Creek north of Double Springs. Length 0.103 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 379,063.00 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 386,982.50 102.0892% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 465,869.40 122.9003% 4 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 469,354.75 123.8197% 5 04060 DENSMORE EXCAVATING, INC. $ 536,657.00 141.5746% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040430035 COUNTIES : WINSTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20011 |( 3 ) 07003 |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRU |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 1500.00000 1500.00 Removal Of Old Bridge, Station 4+47.81 | | | 0030 206D011 350.000 LF | 5.00000 1750.00| 2.00000 700.00| 3.00000 1050.00 Removing Fence | | | 0040 210A000 601.000 CUYD| 25.00000 15025.00| 50.00000 30050.00| 24.00000 14424.00 Unclassified Excavation | | | 0050 210D021 6173.000 CUYD| 10.00000 61730.00| 7.50000 46297.50| 8.00000 49384.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 214A000 678.000 CUYD| 40.00000 27120.00| 50.00000 33900.00| 36.00000 24408.00 Structure Excavation | | | 0070 214B001 211.000 CUYD| 20.00000 4220.00| 20.00000 4220.00| 43.00000 9073.00 Foundation Backfill, Commercial | | | 0080 230A000 4.000 RBST| 600.00000 2400.00| 300.00000 1200.00| 1600.00000 6400.00 Roadbed Processing | | | 0090 301A012 906.000 SQYD| 6.00000 5436.00| 7.00000 6342.00| 12.00000 10872.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 871.000 SQYD| 1.00000 871.00| 2.00000 1742.00| 1.40000 1219.40 Bituminous Treatment A | | | 0110 405A000 33.000 GAL | 2.00000 66.00| 2.00000 66.00| 2.00000 66.00 Tack Coat | | | 0120 424A340 68.000 TON | 90.00000 6120.00| 90.00000 6120.00| 121.00000 8228.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424B635 85.000 TON | 90.00000 7650.00| 85.00000 7225.00| 105.00000 8925.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0140 502A000 80000.000 LB | 0.60000 48000.00| 0.60000 48000.00| 1.00000 80000.00 Steel Reinforcement | | | 0150 524A011 405.000 CUYD| 300.00000 121500.00| 275.00000 111375.00| 375.00000 151875.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040430035 COUNTIES : WINSTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 20011 |( 3 ) 07003 |GLASGOW CONSTRUCTION CO., I |TRI-COUNTY CONCRETE CONSTRU |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 7500.00000 7500.00| 21500.00000 21500.00| 36000.00000 36000.00 Mobilization | | | 0170 602A000 16.000 EACH| 100.00000 1600.00| 100.00000 1600.00| 155.00000 2480.00 Right Of Way Markers | | | 0180 610C001 500.000 TON | 30.00000 15000.00| 20.00000 10000.00| 32.00000 16000.00 Loose Riprap, Class 2 | | | 0190 610D003 390.000 SQYD| 2.00000 780.00| 5.00000 1950.00| 1.70000 663.00 Filter Blanket, Geotextile | | | 0200 630A001 450.000 LF | 28.00000 12600.00| 14.50000 6525.00| 20.00000 9000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C070 4.000 EACH| 1500.00000 6000.00| 1600.00000 6400.00| 1800.00000 7200.00 Guardrail End Anchor, Type 10 Series | | | 0220 635A000 400.000 LF | 6.00000 2400.00| 10.00000 4000.00| 5.00000 2000.00 Woven Wire Fence | | | 0230 650A000 61.000 CUYD| 15.00000 915.00| 15.00000 915.00| 18.00000 1098.00 Topsoil | | | 0240 650B000 129.000 CUYD| 10.00000 1290.00| 5.00000 645.00| 16.00000 2064.00 Topsoil From Stockpiles | | | 0250 652A053 1.000 ACRE| 600.00000 600.00| 750.00000 750.00| 750.00000 750.00 Seeding (Mix 1E) | | | 0260 656A000 1.000 ACRE| 600.00000 600.00| 750.00000 750.00| 500.00000 500.00 Mulching, Class A, Type 1 | | | 0270 665F000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 8.00000 400.00 Hay Bales | | | 0280 665J000 1150.000 LF | 7.00000 8050.00| 10.00000 11500.00| 5.00000 5750.00 Silt Fence, Type A | | | 0290 680A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 6500.00000 6500.00 Engineering Controls | | | 0300 701A004 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 210.00000 210.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0310 701A012 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 210.00000 210.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0320 740B000 134.000 SQFT| 10.00000 1340.00| 15.00000 2010.00| 10.00000 1340.00 Construction Signs | | | 0330 740F002 8.000 EACH| 200.00000 1600.00| 250.00000 2000.00| 260.00000 2080.00 Barricades, Type III | | | 0340 740I005 4.000 EACH| 100.00000 400.00| 300.00000 1200.00| 300.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 379,063.00| $ 386,982.50| $ 465,869.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 379,063.00| $ 386,982.50| $ 465,869.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040430035 COUNTIES : WINSTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 03023 |( 5 ) 04060 |( ) |B. H. CRAIG CONSTRUCTION CO |DENSMORE EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 1740.00000 1740.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 4+47.81 | | | 0030 206D011 350.000 LF | 5.00000 1750.00| 2.00000 700.00| Removing Fence | | | 0040 210A000 601.000 CUYD| 30.00000 18030.00| 15.00000 9015.00| Unclassified Excavation | | | 0050 210D021 6173.000 CUYD| 8.50000 52470.50| 15.00000 92595.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 214A000 678.000 CUYD| 100.00000 67800.00| 25.00000 16950.00| Structure Excavation | | | 0070 214B001 211.000 CUYD| 25.00000 5275.00| 35.00000 7385.00| Foundation Backfill, Commercial | | | 0080 230A000 4.000 RBST| 600.00000 2400.00| 1000.00000 4000.00| Roadbed Processing | | | 0090 301A012 906.000 SQYD| 6.75000 6115.50| 10.00000 9060.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 871.000 SQYD| 1.25000 1088.75| 2.00000 1742.00| Bituminous Treatment A | | | 0110 405A000 33.000 GAL | 2.00000 66.00| 5.00000 165.00| Tack Coat | | | 0120 424A340 68.000 TON | 106.70000 7255.60| 95.00000 6460.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424B635 85.000 TON | 92.60000 7871.00| 95.00000 8075.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0140 502A000 80000.000 LB | 0.71000 56800.00| 0.75000 60000.00| Steel Reinforcement | | | 0150 524A011 405.000 CUYD| 350.00000 141750.00| 350.00000 141750.00| Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040430035 COUNTIES : WINSTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 03023 |( 5 ) 04060 |( ) |B. H. CRAIG CONSTRUCTION CO |DENSMORE EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 40000.00000 40000.00| 100000.00000 100000.00| Mobilization | | | 0170 602A000 16.000 EACH| 250.00000 4000.00| 200.00000 3200.00| Right Of Way Markers | | | 0180 610C001 500.000 TON | 24.95000 12475.00| 25.00000 12500.00| Loose Riprap, Class 2 | | | 0190 610D003 390.000 SQYD| 3.50000 1365.00| 3.00000 1170.00| Filter Blanket, Geotextile | | | 0200 630A001 450.000 LF | 15.95000 7177.50| 20.00000 9000.00| Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C070 4.000 EACH| 1760.00000 7040.00| 2000.00000 8000.00| Guardrail End Anchor, Type 10 Series | | | 0220 635A000 400.000 LF | 5.00000 2000.00| 6.00000 2400.00| Woven Wire Fence | | | 0230 650A000 61.000 CUYD| 17.40000 1061.40| 15.00000 915.00| Topsoil | | | 0240 650B000 129.000 CUYD| 9.30000 1199.70| 15.00000 1935.00| Topsoil From Stockpiles | | | 0250 652A053 1.000 ACRE| 1500.00000 1500.00| 1500.00000 1500.00| Seeding (Mix 1E) | | | 0260 656A000 1.000 ACRE| 1500.00000 1500.00| 1500.00000 1500.00| Mulching, Class A, Type 1 | | | 0270 665F000 50.000 EACH| 6.00000 300.00| 6.00000 300.00| Hay Bales | | | 0280 665J000 1150.000 LF | 3.00000 3450.00| 4.00000 4600.00| Silt Fence, Type A | | | 0290 680A000 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| Engineering Controls | | | 0300 701A004 1.000 MILE| 1100.00000 1100.00| 2200.00000 2200.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0310 701A012 1.000 MILE| 1100.00000 1100.00| 2200.00000 2200.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0320 740B000 134.000 SQFT| 8.70000 1165.80| 10.00000 1340.00| Construction Signs | | | 0330 740F002 8.000 EACH| 209.00000 1672.00| 250.00000 2000.00| Barricades, Type III | | | 0340 740I005 4.000 EACH| 209.00000 836.00| 250.00000 1000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 469,354.75| $ 536,657.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 469,354.75| $ 536,657.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20040430036 COUNTIES : RUSSELL LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-8007(600) for constructing the Resurfacing and Traffic Stripe on C.R.#28 (Sandfort Road) from just east of Little Uchee Creek to the east city limits of Phenix City. Length 4.738 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 977,195.13 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,148,231.50 117.5028% 3 18030 ROBINSON PAVING COMPANY $ 1,276,180.33 130.5963% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040430036 COUNTIES : RUSSELL LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 18030 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |ROBINSON PAVING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 272.000 LF | 5.00000 1360.00| 4.61000 1253.92| 4.50000 1224.00 Removing Guardrail | | | 0020 210D001 15000.000 CUYD| 0.00000 0.00| 11.47000 172050.00| 10.25000 153750.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 301A012 7822.000 SQYD| 6.77000 52954.94| 13.72000 107317.84| 9.60000 75091.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0040 401B108 66723.000 SQYD| 0.63000 42035.49| 0.68000 45371.64| 0.71000 47373.33 Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 6006.000 GAL | 1.20000 7207.20| 1.08000 6486.48| 1.30000 7807.80 Tack Coat | | | 0060 424A336 2804.000 TON | 41.31000 115833.24| 44.35000 124357.40| 41.00000 114964.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range A/B | | | 0070 424A346 2002.000 TON | 41.15000 82382.30| 40.42000 80920.84| 43.00000 86086.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424B636 8762.000 TON | 35.58000 311751.96| 33.23000 291161.26| 41.00000 359242.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0090 424B640 1500.000 TON | 71.81000 107715.00| 70.25000 105375.00| 105.00000 157500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 424C351 918.000 TON | 40.00000 36720.00| 47.13000 43265.34| 50.00000 45900.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 430B043 1877.000 TON | 13.00000 24401.00| 15.66000 29393.82| 13.00000 24401.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0120 600A000 LUMP| 80000.00000 80000.00| 11511.60000 11511.60| 65000.00000 65000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040430036 COUNTIES : RUSSELL LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 18030 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |ROBINSON PAVING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 608A000 7850.000 SQYD| 1.00000 7850.00| 1.54000 12089.00| 2.50000 19625.00 Separation Geotextile | | | 0140 630A001 50.000 LF | 15.00000 750.00| 29.73000 1486.50| 29.00000 1450.00 Steel Beam Guardrail, Class A, Type 2 | | | 0150 630A015 272.000 LF | 39.50000 10744.00| 33.83000 9201.76| 33.00000 8976.00 Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0160 630C022 4.000 EACH| 1350.00000 5400.00| 1435.00000 5740.00| 1400.00000 5600.00 Guardrail End Anchor, Type Special | | | 0170 630C050 4.000 EACH| 1475.00000 5900.00| 2357.50000 9430.00| 2300.00000 9200.00 Guardrail End Anchor, Type 20 Series | | | 0180 651B000 10.000 TON | 40.00000 400.00| 41.00000 410.00| 40.00000 400.00 Agricultural Limestone | | | 0190 652A056 5.000 ACRE| 500.00000 2500.00| 512.50000 2562.50| 500.00000 2500.00 Seeding (Mix 2E) | | | 0200 656A000 4.000 ACRE| 500.00000 2000.00| 512.50000 2050.00| 500.00000 2000.00 Mulching, Class A, Type 1 | | | 0210 656A001 1.000 ACRE| 500.00000 500.00| 512.50000 512.50| 500.00000 500.00 Mulching, Class A, Type 2 | | | 0220 665F000 300.000 EACH| 6.00000 1800.00| 10.88000 3264.00| 7.00000 2100.00 Hay Bales | | | 0230 665J000 5500.000 LF | 3.50000 19250.00| 3.82000 21010.00| 4.50000 24750.00 Silt Fence, Type A | | | 0240 701A028 10.000 MILE| 1780.00000 17800.00| 1824.50000 18245.00| 1780.00000 17800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0250 701A046 3.000 MILE| 1380.00000 4140.00| 1414.50000 4243.50| 1380.00000 4140.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701A048 7.000 MILE| 1960.00000 13720.00| 2009.00000 14063.00| 1960.00000 13720.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701C000 9.000 MILE| 390.00000 3510.00| 399.75000 3597.75| 390.00000 3510.00 Broken Temporary Traffic Stripe | | | 0280 701C001 21.000 MILE| 490.00000 10290.00| 502.25000 10547.25| 490.00000 10290.00 Solid Temporary Traffic Stripe | | | 0290 703A002 280.000 SQFT| 2.90000 812.00| 2.97000 831.60| 2.90000 812.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040430036 COUNTIES : RUSSELL LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 18030 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |ROBINSON PAVING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A032 140.000 EACH| 5.40000 756.00| 5.54000 775.60| 5.40000 756.00 Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 470.000 EACH| 5.60000 2632.00| 5.74000 2697.80| 5.60000 2632.00 Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 258.000 SQFT| 10.00000 2580.00| 8.05000 2076.90| 10.00000 2580.00 Construction Signs | | | 0330 740E000 50.000 EACH| 10.00000 500.00| 10.05000 502.50| 10.00000 500.00 Cones (36 Inches High) | | | 0340 740O000 1.000 EACH| 1000.00000 1000.00| 4429.20000 4429.20| 4000.00000 4000.00 Pilot Car | | | SECTION TOTALS | $ 977,195.13| $ 1,148,231.50| $ 1,276,180.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 977,195.13| $ 1,148,231.50| $ 1,276,180.33 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20040430045 COUNTIES : CLEBURNE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-015-281-001 for constructing the Resurfacing (Macro-Surfacing) & Traffic Stripe on S.R.#281 from north end of overpass C.R.#24 (MP 487.300) to S.R.#4 (U.S. #78) (MP 497.280) southwest of Heflin. Length - 9.980 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23018 CHARLES E. WATTS, INC. $ 419,439.27 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040430045 COUNTIES : CLEBURNE LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23018 |( ) |( ) |CHARLES E. WATTS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 404G000 130771.000 SQYD| 2.12000 277234.52| | Pavement Surfacing Macro-Surfacing | | | 0020 600A000 LUMP| 72000.00000 72000.00| | Mobilization | | | 0030 701A006 21.000 MILE| 675.00000 14175.00| | Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0040 701A010 3.000 MILE| 400.00000 1200.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0050 701A014 16.000 MILE| 660.00000 10560.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0060 701B002 150.000 LF | 2.00000 300.00| | Dotted Class 1, Type A Traffic Stripe | | | (6" Wide) | | | 0070 701C002 3.000 MILE| 745.00000 2235.00| | Broken Temporary Traffic Stripe (Paint) | | | 0080 701C003 16.000 MILE| 815.00000 13040.00| | Solid Temporary Traffic Stripe (Paint) | | | 0090 703A002 675.000 SQFT| 5.00000 3375.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0100 703D001 135.000 SQFT| 4.25000 573.75| | Temporary Traffic Control Markings | | | 0110 740B000 597.000 SQFT| 18.00000 10746.00| | Construction Signs | | | 0120 740O000 1.000 EACH| 14000.00000 14000.00| | Pilot Car | | | SECTION TOTALS | $ 419,439.27| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 419,439.27| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20040430046 COUNTIES : MARENGO LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-046-025-001 for constructing the Resurfacing and Traffic Stripe on S.R.#25 from C.R.#36 (MP 15.750) to the railroad crossing in Thomaston (MP 20.980) Length - 5.230 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 907,217.19 100.0000% 2 01073 ASPHALT SUPPLY, LLC $ 1,109,353.09 122.2809% 3 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,167,606.42 128.7020% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040430046 COUNTIES : MARENGO LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01073 |( 3 ) 02033 |ASPHALT CONTRACTORS, INC. |ASPHALT SUPPLY, LLC |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 5.000 EACH| 175.00000 875.00| 45.00000 225.00| 125.00000 625.00 Mailbox Reset, Single | | | 0020 210D000 3800.000 CUYD| 7.95000 30210.00| 8.00000 30400.00| 9.29000 35302.00 Borrow Excavation | | | 0030 401B100 72874.000 SQYD| 0.78000 56841.72| 0.65000 47368.10| 0.80000 58299.20 Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 4545.000 GAL | 0.95000 4317.75| 1.78000 8090.10| 1.25000 5681.25 Tack Coat | | | 0050 408A052 74441.000 SQYD| 0.77000 57319.57| 0.52000 38709.32| 0.92000 68485.72 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 410C000 1.000 EACH| 1950.00000 1950.00| 35000.00000 35000.00| 2500.00000 2500.00 Contractor Retained Profilograph | | | 0070 424A360 4652.000 TON | 34.50000 160494.00| 43.60000 202827.20| 50.36000 234274.72 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 500.000 TON | 37.55000 18775.00| 45.00000 22500.00| 50.36000 25180.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B651 9306.000 TON | 33.05000 307563.30| 43.00000 400158.00| 45.68000 425098.08 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B653 700.000 TON | 45.00000 31500.00| 45.00000 31500.00| 68.00000 47600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B659 3572.000 TON | 36.00000 128592.00| 42.00000 150024.00| 47.80000 170741.60 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 430B000 100.000 TON | 18.00000 1800.00| 43.00000 4300.00| 24.50000 2450.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0130 600A000 LUMP| 41460.00000 41460.00| 65000.00000 65000.00| 25000.00000 25000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040430046 COUNTIES : MARENGO LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01073 |( 3 ) 02033 |ASPHALT CONTRACTORS, INC. |ASPHALT SUPPLY, LLC |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 652A054 7.000 ACRE| 450.00000 3150.00| 650.00000 4550.00| 600.00000 4200.00 Seeding (Mix 2A) | | | 0150 656A000 7.000 ACRE| 400.00000 2800.00| 650.00000 4550.00| 600.00000 4200.00 Mulching, Class A, Type 1 | | | 0160 665F000 100.000 EACH| 6.00000 600.00| 7.00000 700.00| 5.00000 500.00 Hay Bales | | | 0170 665J000 500.000 LF | 4.00000 2000.00| 5.00000 2500.00| 5.00000 2500.00 Silt Fence, Type A | | | 0180 701A028 11.000 MILE| 1480.00000 16280.00| 1644.00000 18084.00| 1480.00000 16280.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A046 3.000 MILE| 980.00000 2940.00| 1089.00000 3267.00| 980.00000 2940.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 5.000 MILE| 1680.00000 8400.00| 1867.00000 9335.00| 1680.00000 8400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701C002 10.000 MILE| 460.00000 4600.00| 511.00000 5110.00| 460.00000 4600.00 Broken Temporary Traffic Stripe (Paint) | | | 0220 701C003 15.000 MILE| 560.00000 8400.00| 622.00000 9330.00| 560.00000 8400.00 Solid Temporary Traffic Stripe (Paint) | | | 0230 701G125 574.000 LF | 4.33000 2485.42| 4.81000 2760.94| 4.33000 2485.42 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G129 287.000 LF | 3.39000 972.93| 3.77000 1081.99| 3.39000 972.93 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701H001 574.000 LF | 1.00000 574.00| 1.11000 637.14| 1.00000 574.00 Solid Traffic Stripe Removed (Plastic) | | | 0260 701H006 287.000 LF | 1.00000 287.00| 1.11000 318.57| 1.00000 287.00 Broken Traffic Stripe Removed (Plastic) | | | 0270 703A002 132.000 SQFT| 5.00000 660.00| 5.56000 733.92| 5.00000 660.00 Traffic Control Markings, Class 2, Type | | | A | | | 0280 703B002 93.000 SQFT| 5.00000 465.00| 5.56000 517.08| 5.00000 465.00 Traffic Control Legends, Class 2, Type | | | 0290 703D002 396.000 SQFT| 1.50000 594.00| 1.67000 661.32| 1.50000 594.00 Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040430046 COUNTIES : MARENGO LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01073 |( 3 ) 02033 |ASPHALT CONTRACTORS, INC. |ASPHALT SUPPLY, LLC |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703E002 279.000 SQFT| 1.50000 418.50| 1.67000 465.93| 1.50000 418.50 Temporary Traffic Control Legends | | | (Paint) | | | 0310 705A032 117.000 EACH| 5.25000 614.25| 5.83000 682.11| 5.25000 614.25 Pavement Markers, Class A-H, Type 1-B | | | 0320 705A037 419.000 EACH| 5.25000 2199.75| 5.83000 2442.77| 5.25000 2199.75 Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 354.000 SQFT| 7.00000 2478.00| 8.40000 2973.60| 7.00000 2478.00 Construction Signs | | | 0340 740E000 200.000 EACH| 10.00000 2000.00| 6.00000 1200.00| 1.00000 200.00 Cones (36 Inches High) | | | 0350 740M001 200.000 EACH| 5.00000 1000.00| 3.00000 600.00| 1.00000 200.00 Ballast For Cone | | | 0360 740O000 1.000 EACH| 1600.00000 1600.00| 750.00000 750.00| 2200.00000 2200.00 Pilot Car | | | SECTION TOTALS | $ 907,217.19| $ 1,109,353.09| $ 1,167,606.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 907,217.19| $ 1,109,353.09| $ 1,167,606.42 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20040430047 COUNTIES : MONTGOMERY LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : ST-051-006-002 for constructing the Planing, Resurfacing and Traffic Stripe ST-051-021-001 on S.R.#3 (U.S.#80/82) (South Boulevard) from near S.R.#21 to east of Davenport Drive in Montgomery. Length 0.986 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 647,817.27 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 659,878.68 101.8619% 3 01023 ASPHALT CONTRACTORS, INC. $ 697,964.00 107.7409% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040430047 COUNTIES : MONTGOMERY LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 01023 |WIREGRASS CONSTRUCTION COMP |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 210D021 230.000 CUYD| 3.00000 690.00| 10.00000 2300.00| 12.75000 2932.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 3850.000 GAL | 0.50000 1925.00| 1.00000 3850.00| 1.25000 4812.50 Tack Coat | | | 0030 408A052 22800.000 SQYD| 1.77000 40356.00| 1.95000 44460.00| 1.70000 38760.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 423A002 1913.000 TON | 59.45000 113727.85| 58.58000 112063.54| 49.50000 94693.50 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0050 423B002 2508.000 TON | 57.35000 143833.80| 57.58000 144410.64| 48.50000 121638.00 Stone Matrix Asphalt Binder Layer, 3/4" | | | Maximum Aggregate Size | | | 0060 423B016 175.000 TON | 40.00000 7000.00| 130.00000 22750.00| 85.00000 14875.00 Stone Matrix Asphalt Binder Layer, | | | 3/4"Maximum Aggregate Size ,Patching | | | 0070 424A281 3450.000 TON | 42.75000 147487.50| 40.65000 140242.50| 38.30000 132135.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A287 500.000 TON | 47.95000 23975.00| 52.40000 26200.00| 45.25000 22625.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 455A000 2200.000 SQYD| 5.00000 11000.00| 4.00000 8800.00| 4.75000 10450.00 Grinding Concrete Pavement | | | 0100 600A000 LUMP| 59000.00000 59000.00| 60000.00000 60000.00| 156500.00000 156500.00 Mobilization | | | 0110 652A056 2.000 ACRE| 488.15000 976.30| 405.00000 810.00| 600.00000 1200.00 Seeding (Mix 2E) | | | 0120 656A000 2.000 ACRE| 488.15000 976.30| 405.00000 810.00| 600.00000 1200.00 Mulching, Class A, Type 1 | | | 0130 665F000 30.000 EACH| 12.20000 366.00| 10.10000 303.00| 10.00000 300.00 Hay Bales | | | 0140 665J000 300.000 LF | 3.66000 1098.00| 3.05000 915.00| 4.00000 1200.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040430047 COUNTIES : MONTGOMERY LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 01023 |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A028 4.000 MILE| 1837.70000 7350.80| 1490.00000 5960.00| 1490.00000 5960.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A032 2.000 MILE| 1837.70000 3675.40| 1490.00000 2980.00| 1490.00000 2980.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A041 4.000 MILE| 1208.69000 4834.76| 980.00000 3920.00| 980.00000 3920.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A046 2.000 MILE| 1208.69000 2417.38| 980.00000 1960.00| 980.00000 1960.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 2525.000 LF | 0.99000 2499.75| 0.80000 2020.00| 0.80000 2020.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 7.000 MILE| 592.01000 4144.07| 480.00000 3360.00| 480.00000 3360.00 Broken Temporary Traffic Stripe | | | 0210 701C001 7.000 MILE| 715.35000 5007.45| 580.00000 4060.00| 580.00000 4060.00 Solid Temporary Traffic Stripe | | | 0220 701F000 5050.000 LF | 0.31000 1565.50| 0.25000 1262.50| 0.25000 1262.50 Dotted Temporary Traffic Stripe | | | 0230 703A002 4475.000 SQFT| 3.08000 13783.00| 2.50000 11187.50| 2.50000 11187.50 Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 458.000 SQFT| 4.32000 1978.56| 3.50000 1603.00| 3.50000 1603.00 Traffic Control Legends, Class 2, Type | | | 0250 703D001 8950.000 SQFT| 1.85000 16557.50| 1.50000 13425.00| 1.50000 13425.00 Temporary Traffic Control Markings | | | 0260 703E001 915.000 SQFT| 1.85000 1692.75| 1.50000 1372.50| 1.50000 1372.50 Temporary Traffic Control Legends | | | 0270 705A032 200.000 EACH| 6.17000 1234.00| 5.00000 1000.00| 5.00000 1000.00 Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 380.000 EACH| 6.17000 2344.60| 5.00000 1900.00| 5.00000 1900.00 Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 790.000 SQFT| 9.00000 7110.00| 7.50000 5925.00| 12.25000 9677.50 Construction Signs | | | 0300 740C000 121.000 SQFT| 10.00000 1210.00| 8.50000 1028.50| 14.50000 1754.50 Special Construction Signs | | | 0310 740D000 400.000 EACH| 35.00000 14000.00| 65.00000 26000.00| 55.00000 22000.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040430047 COUNTIES : MONTGOMERY LETTING DATE : 04/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 01023 |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 741C010 2.000 EACH| 2000.00000 4000.00| 1500.00000 3000.00| 2600.00000 5200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 647,817.27| $ 659,878.68| $ 697,964.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 647,817.27| $ 659,878.68| $ 697,964.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20040430048 COUNTIES : MORGAN LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 25 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ST-052-003-001 for constructing Concrete Pavement at the intersection of S.R.#3 (U.S.#31) and S.R.#20 in Decatur. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07011 GROUT, INCORPORATED $ 155,000.01 100.0000% 2 19046 SIMPSON CONSTRUCTION COMPANY, INC. $ 185,050.90 119.3877% 3 01001 ABRAMSON, LLC $ 194,032.54 125.1823% 4 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 223,952.00 144.4852% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040430048 COUNTIES : MORGAN LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07011 |( 2 ) 19046 |( 3 ) 01001 |GROUT, INCORPORATED |SIMPSON CONSTRUCTION COMPA |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 408A060 1341.000 SY | 15.31000 20530.71| 8.30000 11130.30| 17.68000 23708.88 Planing Existing Pavement | | | (Approximately 9.1" To 10.0" Thick) | | | 0020 424A366 25.000 TON | 220.00000 5500.00| 45.00000 1125.00| 40.00000 1000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0030 450A001 1341.000 SQYD| 41.40000 55517.40| 78.40000 105134.40| 61.75000 82806.75 Plain Cement Concrete Pavement, 10 | | | Inches Thick | | | 0040 450F000 1.000 EACH| 1060.00000 1060.00| 3000.00000 3000.00| 500.00000 500.00 State Furnished Profilograph | | | 0050 456A000 1341.000 SQYD| 5.00000 6705.00| 1.20000 1609.20| 2.25000 3017.25 Grooving Concrete Pavement | | | 0060 600A000 LUMP| 18000.00000 18000.00| 25300.00000 25300.00| 45912.00000 45912.00 Mobilization | | | 0070 680A000 LUMP| 9126.70000 9126.70| 3000.00000 3000.00| 2000.00000 2000.00 Engineering Controls | | | 0080 701G121 200.000 LF | 5.51000 1102.00| 2.90000 580.00| 5.03000 1006.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0090 701G125 845.000 LF | 4.97000 4199.65| 5.00000 4225.00| 4.53000 3827.85 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0100 701G133 800.000 LF | 4.97000 3976.00| 5.00000 4000.00| 4.53000 3624.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0110 703A010 340.000 SQFT| 15.26000 5188.40| 14.00000 4760.00| 13.88000 4719.20 Traffic Control Markings,Class 3W,Type | | | 0120 703B010 90.000 SQFT| 28.09000 2528.10| 17.00000 1530.00| 25.55000 2299.50 Traffic Control Legends,Class 3W,Type A | | | 0130 705A030 10.000 EACH| 12.19000 121.90| 12.00000 120.00| 1.11000 11.10 Pavement Markers, Class A-H, Type 2-C | | | 0140 705A031 10.000 EACH| 12.19000 121.90| 12.00000 120.00| 1.11000 11.10 Pavement Markers, Class A-H, Type 1-A | | | 0150 705A038 10.000 EACH| 12.19000 121.90| 12.00000 120.00| 1.11000 11.10 Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040430048 COUNTIES : MORGAN LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07011 |( 2 ) 19046 |( 3 ) 01001 |GROUT, INCORPORATED |SIMPSON CONSTRUCTION COMPA |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 730H001 520.000 LF | 3.66000 1903.20| 3.30000 1716.00| 3.30000 1716.00 Loop Wire | | | 0170 730I001 320.000 LF | 1.38000 441.60| 1.60000 512.00| 1.25000 400.00 Loop Detector Lead-In-Cable | | | 0180 730K000 1.000 EACH| 340.00000 340.00| 250.00000 250.00| 325.00000 325.00 Traffic Signal Junction Box | | | 0190 740B000 759.000 SQFT| 13.25000 10056.75| 7.00000 5313.00| 8.35000 6337.65 Construction Signs | | | 0200 740C000 32.000 SQFT| 15.90000 508.80| 8.00000 256.00| 8.88000 284.16 Special Construction Signs | | | 0210 740D000 150.000 EACH| 31.80000 4770.00| 55.00000 8250.00| 59.00000 8850.00 Channelizing Drums | | | 0220 741C010 3.000 EACH| 1060.00000 3180.00| 1000.00000 3000.00| 555.00000 1665.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 155,000.01| $ 185,050.90| $ 194,032.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 155,000.01| $ 185,050.90| $ 194,032.54 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040430048 COUNTIES : MORGAN LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 408A060 1341.000 SY | 18.00000 24138.00| | Planing Existing Pavement | | | (Approximately 9.1" To 10.0" Thick) | | | 0020 424A366 25.000 TON | 140.00000 3500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0030 450A001 1341.000 SQYD| 85.00000 113985.00| | Plain Cement Concrete Pavement, 10 | | | Inches Thick | | | 0040 450F000 1.000 EACH| 700.00000 700.00| | State Furnished Profilograph | | | 0050 456A000 1341.000 SQYD| 3.00000 4023.00| | Grooving Concrete Pavement | | | 0060 600A000 LUMP| 17600.00000 17600.00| | Mobilization | | | 0070 680A000 LUMP| 7800.00000 7800.00| | Engineering Controls | | | 0080 701G121 200.000 LF | 5.00000 1000.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0090 701G125 845.000 LF | 5.00000 4225.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0100 701G133 800.000 LF | 6.00000 4800.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0110 703A010 340.000 SQFT| 17.00000 5780.00| | Traffic Control Markings,Class 3W,Type | | | 0120 703B010 90.000 SQFT| 24.00000 2160.00| | Traffic Control Legends,Class 3W,Type A | | | 0130 705A030 10.000 EACH| 14.00000 140.00| | Pavement Markers, Class A-H, Type 2-C | | | 0140 705A031 10.000 EACH| 14.00000 140.00| | Pavement Markers, Class A-H, Type 1-A | | | 0150 705A038 10.000 EACH| 14.00000 140.00| | Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 048 -5 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040430048 COUNTIES : MORGAN LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 730H001 520.000 LF | 4.00000 2080.00| | Loop Wire | | | 0170 730I001 320.000 LF | 1.50000 480.00| | Loop Detector Lead-In-Cable | | | 0180 730K000 1.000 EACH| 350.00000 350.00| | Traffic Signal Junction Box | | | 0190 740B000 759.000 SQFT| 11.00000 8349.00| | Construction Signs | | | 0200 740C000 32.000 SQFT| 16.00000 512.00| | Special Construction Signs | | | 0210 740D000 150.000 EACH| 77.00000 11550.00| | Channelizing Drums | | | 0220 741C010 3.000 EACH| 3500.00000 10500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 223,952.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 223,952.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20040430049 COUNTIES : PIKE LETTING DATE : 04/30/04 10:00 AM DIVISION : 07 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-055-053-001 for constructing the Resurfacing and Traffic Stripe on U.S.#231 from Monticello Drive in Troy to C.R.#1124. Length - 5.003 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,477,298.05 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,627,578.47 106.0663% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040430049 COUNTIES : PIKE LETTING DATE : 04/30/04 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| 95.00000 95.00| 150.00000 150.00| Mailbox Reset, Single | | | 0020 209A002 5.000 EACH| 135.00000 675.00| 170.00000 850.00| Mailbox Reset, Multiple | | | 0030 210D021 3774.000 CUYD| 4.50000 16983.00| 7.00000 26418.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 212A000 1038.000 STA | 27.50000 28545.00| 24.90000 25846.20| Machine Grading Shoulders | | | 0050 405A000 11680.000 GAL | 1.80000 21024.00| 3.03000 35390.40| Tack Coat | | | 0060 408A052 140912.000 SQYD| 0.75000 105684.00| 0.50000 70456.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0065 410C000 1.000 EACH| 2500.00000 2500.00| 6500.00000 6500.00| Contractor Retained Profilograph | | | 0070 424A281 20650.000 TON | 39.95000 824967.50| 49.00000 1011850.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A286 500.000 TON | 52.50000 26250.00| 76.00000 38000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424B289 19546.000 TON | 40.45000 790635.70| 43.41000 848491.86| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B293 8268.000 TON | 41.75000 345189.00| 33.00000 272844.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 428C000 105684.000 LF | 0.10000 10568.40| 0.09000 9511.56| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0120 600A000 LUMP| 112500.00000 112500.00| 85324.00000 85324.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040430049 COUNTIES : PIKE LETTING DATE : 04/30/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 651B000 30.000 TON | 30.00000 900.00| 40.00000 1200.00| Agricultural Limestone | | | 0140 652A061 15.000 ACRE| 370.00000 5550.00| 375.00000 5625.00| Seeding (Mix 3E) | | | 0150 656A000 15.000 ACRE| 340.00000 5100.00| 375.00000 5625.00| Mulching, Class A, Type 1 | | | 0160 665F000 350.000 EACH| 7.00000 2450.00| 7.50000 2625.00| Hay Bales | | | 0170 665J000 1000.000 LF | 2.65000 2650.00| 4.50000 4500.00| Silt Fence, Type A | | | 0180 680A000 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| Engineering Controls | | | 0190 701A028 12.000 MILE| 1480.00000 17760.00| 1480.00000 17760.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 10.000 MILE| 960.00000 9600.00| 960.00000 9600.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 11.000 MILE| 1650.00000 18150.00| 1650.00000 18150.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701B009 6588.000 LF | 0.80000 5270.40| 0.80000 5270.40| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0230 701C000 23.000 MILE| 420.00000 9660.00| 420.00000 9660.00| Broken Temporary Traffic Stripe | | | 0240 701C001 45.000 MILE| 520.00000 23400.00| 520.00000 23400.00| Solid Temporary Traffic Stripe | | | 0250 701D007 1.000 MILE| 1700.00000 1700.00| 1700.00000 1700.00| Solid Traffic Stripe Removed (Paint) | | | 0260 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Plastic) | | | 0270 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0280 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0290 701G121 950.000 LF | 1.60000 1520.00| 1.60000 1520.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040430049 COUNTIES : PIKE LETTING DATE : 04/30/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701G125 950.000 LF | 4.07000 3866.50| 4.07000 3866.50| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0310 701G133 950.000 LF | 4.07000 3866.50| 4.07000 3866.50| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0320 703A002 6719.000 SQFT| 2.50000 16797.50| 2.50000 16797.50| Traffic Control Markings, Class 2, Type | | | A | | | 0330 703B002 1345.000 SQFT| 3.50000 4707.50| 3.50000 4707.50| Traffic Control Legends, Class 2, Type | | | 0340 703D001 6154.000 SQFT| 1.30000 8000.20| 1.30000 8000.20| Temporary Traffic Control Markings | | | 0350 705A030 587.000 EACH| 5.00000 2935.00| 5.00000 2935.00| Pavement Markers, Class A-H, Type 2-C | | | 0360 705A031 807.000 EACH| 5.00000 4035.00| 5.00000 4035.00| Pavement Markers, Class A-H, Type 1-A | | | 0370 740B000 1531.000 SQFT| 7.35000 11252.85| 7.35000 11252.85| Construction Signs | | | 0380 740E000 300.000 EACH| 12.50000 3750.00| 4.00000 1200.00| Cones (36 Inches High) | | | 0390 740M001 300.000 EACH| 7.50000 2250.00| 3.00000 900.00| Ballast For Cone | | | 0400 741C010 2.000 EACH| 1680.00000 3360.00| 500.00000 1000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0410 742A001 2.000 EACH| 4200.00000 8400.00| 500.00000 1000.00| Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 2,477,298.05| $ 2,627,578.47| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,477,298.05| $ 2,627,578.47| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20040430050 COUNTIES : PIKE LETTING DATE : 04/30/04 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : DOTHAN PROJECT(S) : ST-055-125-001 for constructing the Resurfacing (Macro-Surfacing) and Traffic Stripe on S.R.#125 from the Coffee county line to S.R.#53 (U.S.#231) south of Brundidge. Length 6.253 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23018 CHARLES E. WATTS, INC. $ 342,277.73 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040430050 COUNTIES : PIKE LETTING DATE : 04/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23018 |( 2 ) 01087 |( ) |CHARLES E. WATTS, 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 404G000 88043.000 SQYD| 2.11000 185770.73| | Pavement Surfacing Macro-Surfacing | | | 0020 600A000 LUMP| 55000.00000 55000.00| | Mobilization | | | 0030 680A000 LUMP| 3000.00000 3000.00| | Engineering Controls | | | 0040 701A028 13.000 MILE| 1800.00000 23400.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0050 701A046 4.000 MILE| 1250.00000 5000.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0060 701A048 9.000 MILE| 2150.00000 19350.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0070 701C000 4.000 MILE| 650.00000 2600.00| | Broken Temporary Traffic Stripe | | | 0080 701C001 22.000 MILE| 725.00000 15950.00| | Solid Temporary Traffic Stripe | | | 0090 701D007 1.000 MILE| 2225.00000 2225.00| | Solid Traffic Stripe Removed (Paint) | | | 0100 701D008 1.000 MILE| 2250.00000 2250.00| | Solid Traffic Stripe Removed (Plastic) | | | 0110 701D014 1.000 MILE| 1975.00000 1975.00| | Broken Traffic Stripe Removed (Paint) | | | 0120 701D015 1.000 MILE| 1975.00000 1975.00| | Broken Traffic Stripe Removed (Plastic) | | | 0130 705A032 198.000 EACH| 7.25000 1435.50| | Pavement Markers, Class A-H, Type 1-B | | | 0140 705A037 618.000 EACH| 7.25000 4480.50| | Pavement Markers, Class A-H, Type 2-D | | | 0150 740B000 368.000 SQFT| 12.00000 4416.00| | Construction Signs | | | 0160 740E000 100.000 EACH| 9.00000 900.00| | Cones (36 Inches High) | | | 0170 740M001 100.000 EACH| 5.50000 550.00| | Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040430050 COUNTIES : PIKE LETTING DATE : 04/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23018 |( 2 ) 01087 |( ) |CHARLES E. WATTS, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740O000 1.000 EACH| 12000.00000 12000.00| | Pilot Car | | | SECTION TOTALS | $ 342,277.73| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 342,277.73| $ 2,627,578.47| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20040430051 COUNTIES : RANDOLPH LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-056-022-002 for constructing the Resurfacing and Traffic Stripe on S.R.#22 from C.R.#136 (N. Main St.) to S.R.#1 (U.S.#431) in Roanoke. Length - 1.588 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 211,032.00 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 218,766.75 103.6652% 3 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 240,661.50 114.0403% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 253,138.91 119.9529% 5 05002 EAST ALABAMA PAVING COMPANY, INC. $ 253,496.00 120.1221% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040430051 COUNTIES : RANDOLPH LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( 3 ) 05024 |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., |EAST RIVER CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 1800.000 GAL | 1.20000 2160.00| 1.30000 2340.00| 1.10000 1980.00 Tack Coat | | | 0020 408A051 375.000 SQYD| 18.48000 6930.00| 8.95000 3356.25| 10.00000 3750.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 424A356 1700.000 TON | 48.69000 82773.00| 48.00000 81600.00| 44.00000 74800.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0040 424A358 400.000 TON | 56.61000 22644.00| 48.00000 19200.00| 60.00000 24000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/8" Maximum | | | Aggregate Size Mix, Esal Range C/D | | | 0050 424B655 800.000 TON | 76.74000 61392.00| 70.00000 56000.00| 90.00000 72000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 600A000 LUMP| 4567.50000 4567.50| 26000.00000 26000.00| 28000.00000 28000.00 Mobilization | | | 0070 701A048 2.000 MILE| 2520.00000 5040.00| 2500.00000 5000.00| 2550.00000 5100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0080 701C001 4.000 MILE| 630.00000 2520.00| 600.00000 2400.00| 750.00000 3000.00 Solid Temporary Traffic Stripe | | | 0090 703A002 5500.000 SQFT| 2.94000 16170.00| 2.50000 13750.00| 3.40000 18700.00 Traffic Control Markings, Class 2, Type | | | A | | | 0100 703B002 90.000 SQFT| 3.68000 331.20| 3.50000 315.00| 3.75000 337.50 Traffic Control Legends, Class 2, Type | | | 0110 703D001 200.000 SQFT| 1.89000 378.00| 1.50000 300.00| 2.25000 450.00 Temporary Traffic Control Markings | | | 0120 740B000 562.000 SQFT| 8.40000 4720.80| 14.00000 7868.00| 12.00000 6744.00 Construction Signs | | | 0130 740E000 75.000 EACH| 11.13000 834.75| 5.00000 375.00| 12.00000 900.00 Cones (36 Inches High) | | | 0140 740M001 75.000 EACH| 7.61000 570.75| 3.50000 262.50| 12.00000 900.00 Ballast For Cone | | | SECTION TOTALS | $ 211,032.00| $ 218,766.75| $ 240,661.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 211,032.00| $ 218,766.75| $ 240,661.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040430051 COUNTIES : RANDOLPH LETTING DATE : 04/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 04013 |( 5 ) 05002 |( ) |DUNN CONSTRUCTION CO., INC. |EAST ALABAMA PAVING CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 1800.000 GAL | 1.12000 2016.00| 2.00000 3600.00| Tack Coat | | | 0020 408A051 375.000 SQYD| 10.59000 3971.25| 20.00000 7500.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 424A356 1700.000 TON | 64.66000 109922.00| 53.81000 91477.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0040 424A358 400.000 TON | 57.62000 23048.00| 56.00000 22400.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/8" Maximum | | | Aggregate Size Mix, Esal Range C/D | | | 0050 424B655 800.000 TON | 74.84000 59872.00| 90.00000 72000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 600A000 LUMP| 17301.01000 17301.01| 25000.00000 25000.00| Mobilization | | | 0070 701A048 2.000 MILE| 3165.12000 6330.24| 2400.00000 4800.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0080 701C001 4.000 MILE| 791.28000 3165.12| 600.00000 2400.00| Solid Temporary Traffic Stripe | | | 0090 703A002 5500.000 SQFT| 3.69000 20295.00| 2.80000 15400.00| Traffic Control Markings, Class 2, Type | | | A | | | 0100 703B002 90.000 SQFT| 4.62000 415.80| 3.50000 315.00| Traffic Control Legends, Class 2, Type | | | 0110 703D001 200.000 SQFT| 2.37000 474.00| 1.80000 360.00| Temporary Traffic Control Markings | | | 0120 740B000 562.000 SQFT| 9.77000 5490.74| 12.00000 6744.00| Construction Signs | | | 0130 740E000 75.000 EACH| 6.98000 523.50| 20.00000 1500.00| Cones (36 Inches High) | | | 0140 740M001 75.000 EACH| 4.19000 314.25| 0.00000 0.00| Ballast For Cone | | | SECTION TOTALS | $ 253,138.91| $ 253,496.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 253,138.91| $ 253,496.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20040430052 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-058-004-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#4 (U.S.#78) from just east of I-20 to Eighteenth Street North in Pell City. Length 2.780 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 395,832.90 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 464,060.91 117.2366% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 494,873.96 125.0209% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040430052 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( 3 ) 04013 |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C025 443.000 SQYD| 7.50000 3322.50| 14.87000 6587.41| 4.95000 2192.85 Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 209A002 1.000 EACH| 265.00000 265.00| 1030.00000 1030.00| 271.78000 271.78 Mailbox Reset, Multiple | | | 0030 305A040 400.000 CUYD| 20.00000 8000.00| 40.45000 16180.00| 21.95000 8780.00 Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0040 405A000 1748.000 GAL | 1.35000 2359.80| 1.23000 2150.04| 0.95000 1660.60 Tack Coat | | | 0050 408A052 58230.000 SQYD| 1.15000 66964.50| 0.97000 56483.10| 1.31000 76281.30 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A360 4369.000 TON | 39.00000 170391.00| 33.64000 146973.16| 53.10000 231993.90 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 1500.000 TON | 36.00000 54000.00| 46.79000 70185.00| 49.33000 73995.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B656 500.000 TON | 70.00000 35000.00| 97.92000 48960.00| 67.12000 33560.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 20000.00000 20000.00| 77745.00000 77745.00| 13291.01000 13291.01 Mobilization | | | 0100 665F000 50.000 EACH| 16.00000 800.00| 7.75000 387.50| 6.30000 315.00 Hay Bales | | | 0110 665J000 150.000 LF | 3.75000 562.50| 7.45000 1117.50| 6.30000 945.00 Silt Fence, Type A | | | 0120 701A028 6.000 MILE| 1250.00000 7500.00| 1312.50000 7875.00| 1784.59000 10707.54 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A046 1.000 MILE| 900.00000 900.00| 945.00000 945.00| 1185.74000 1185.74 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040430052 COUNTIES : ST. CLAIR LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( 3 ) 04013 |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A048 5.000 MILE| 1500.00000 7500.00| 1575.00000 7875.00| 2024.14000 10120.70 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701B009 291.000 LF | 0.60000 174.60| 0.63000 183.33| 1.02000 296.82 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 2.000 MILE| 325.00000 650.00| 341.25000 682.50| 586.88000 1173.76 Broken Temporary Traffic Stripe | | | 0170 701C001 9.000 MILE| 375.00000 3375.00| 393.75000 3543.75| 706.65000 6359.85 Solid Temporary Traffic Stripe | | | 0180 703A000 156.000 SQFT| 1.00000 156.00| 1.05000 163.80| 1.80000 280.80 Traffic Control Markings, Class 1, Type | | | A | | | 0190 703A002 2248.000 SQFT| 2.00000 4496.00| 2.10000 4720.80| 2.99000 6721.52 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 225.000 SQFT| 2.00000 450.00| 2.10000 472.50| 4.19000 942.75 Traffic Control Legends, Class 2, Type | | | 0210 703D001 732.000 SQFT| 1.00000 732.00| 1.05000 768.60| 1.80000 1317.60 Temporary Traffic Control Markings | | | 0220 705A032 36.000 EACH| 4.50000 162.00| 4.73000 170.28| 5.99000 215.64 Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 322.000 EACH| 4.50000 1449.00| 4.73000 1523.06| 5.99000 1928.78 Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 458.000 SQFT| 12.00000 5496.00| 7.72000 3535.76| 8.83000 4044.14 Construction Signs | | | 0250 740E000 322.000 EACH| 2.00000 644.00| 10.81000 3480.82| 11.66000 3754.52 Cones (36 Inches High) | | | 0260 740M001 322.000 EACH| 1.50000 483.00| 1.00000 322.00| 7.88000 2537.36 Ballast For Cone | | | SECTION TOTALS | $ 395,832.90| $ 464,060.91| $ 494,873.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 395,832.90| $ 464,060.91| $ 494,873.96 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20040430053 COUNTIES : SHELBY LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-059-119-005 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#119 from Shelby Street in Montevallo to just south of C.R.#26 East. Length 7.650 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,015,998.67 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,177,216.93 115.8680% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20040430053 COUNTIES : SHELBY LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |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 206C025 272.000 SQYD| 13.40000 3644.80| 18.34000 4988.48| Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 209A000 10.000 EACH| 175.00000 1750.00| 199.00000 1990.00| Mailbox Reset, Single | | | 0030 209A002 1.000 EACH| 320.00000 320.00| 274.11000 274.11| Mailbox Reset, Multiple | | | 0040 305A040 250.000 CUYD| 35.40000 8850.00| 35.41000 8852.50| Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0050 405A000 4582.000 GAL | 1.10000 5040.20| 1.25000 5727.50| Tack Coat | | | 0060 408A051 152689.000 SQYD| 0.88000 134366.32| 1.21000 184753.69| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0070 424A361 16200.000 TON | 38.80000 628560.00| 38.34000 621108.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A367 750.000 TON | 60.00000 45000.00| 44.60000 33450.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B656 250.000 TON | 71.40000 17850.00| 77.85000 19462.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 67000.00000 67000.00| 206069.00000 206069.00| Mobilization | | | 0110 665F000 50.000 EACH| 12.60000 630.00| 14.17000 708.50| Hay Bales | | | 0120 665J000 150.000 LF | 12.60000 1890.00| 7.09000 1063.50| Silt Fence, Type A | | | 0130 701A028 18.000 MILE| 1480.00000 26640.00| 1312.50000 23625.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A046 2.000 MILE| 1066.00000 2132.00| 945.00000 1890.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20040430053 COUNTIES : SHELBY LETTING DATE : 04/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A048 16.000 MILE| 1777.00000 28432.00| 1575.00000 25200.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 1072.000 LF | 0.75000 804.00| 0.63000 675.36| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 2.000 MILE| 385.00000 770.00| 341.25000 682.50| Broken Temporary Traffic Stripe | | | 0180 701C001 16.000 MILE| 445.00000 7120.00| 393.75000 6300.00| Solid Temporary Traffic Stripe | | | 0190 703A000 584.000 SQFT| 1.20000 700.80| 1.05000 613.20| Traffic Control Markings, Class 1, Type | | | A | | | 0200 703A002 4124.000 SQFT| 2.40000 9897.60| 2.10000 8660.40| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 247.000 SQFT| 2.40000 592.80| 2.10000 518.70| Traffic Control Legends, Class 2, Type | | | 0220 703D001 2088.000 SQFT| 1.20000 2505.60| 1.05000 2192.40| Temporary Traffic Control Markings | | | 0230 705A032 26.000 EACH| 5.40000 140.40| 4.73000 122.98| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 1099.000 EACH| 5.35000 5879.65| 4.73000 5198.27| Pavement Markers, Class A-H, Type 2-D | | | 0250 730H001 682.000 LF | 2.70000 1841.40| 2.36000 1609.52| Loop Wire | | | 0260 730I001 100.000 LF | 1.20000 120.00| 1.05000 105.00| Loop Detector Lead-In-Cable | | | 0270 740B000 766.000 SQFT| 9.00000 6894.00| 7.72000 5913.52| Construction Signs | | | 0280 740D000 46.000 EACH| 63.00000 2898.00| 55.13000 2535.98| Channelizing Drums | | | 0290 740E000 178.000 EACH| 12.70000 2260.60| 15.78000 2808.84| Cones (36 Inches High) | | | 0300 740M001 178.000 EACH| 8.25000 1468.50| 0.66000 117.48| Ballast For Cone | | | SECTION TOTALS | $ 1,015,998.67| $ 1,177,216.93| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,015,998.67| $ 1,177,216.93| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20040430054 COUNTIES : WASHINGTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-065-057-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#57 (U.S.#45) from MP 4.215 to MP 7.876 southeast of Fruitdale. Length 3.661 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 656,076.54 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 663,064.86 101.0652% 3 01073 ASPHALT SUPPLY, LLC $ 831,526.49 126.7423% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040430054 COUNTIES : WASHINGTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 01073 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305A000 2376.000 CUYD| 7.20000 17107.20| 8.00000 19008.00| 9.00000 21384.00 Borrow, Section 210, FOR MISCELLANEOUS | | | USE | | | 0020 405A000 5300.000 GAL | 1.16000 6148.00| 0.90000 4770.00| 2.10000 11130.00 Tack Coat | | | 0030 408A052 68707.000 SQYD| 0.72000 49469.04| 0.54000 37101.78| 0.65000 44659.55 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A360 4295.000 TON | 41.01000 176137.95| 37.25000 159988.75| 46.50000 199717.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424B655 350.000 TON | 44.36000 15526.00| 37.25000 13037.50| 49.00000 17150.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B659 8379.000 TON | 36.16000 302984.64| 34.00000 284886.00| 41.59000 348482.61 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 428B000 36961.000 LF | 0.03000 1108.83| 0.03000 1108.83| 0.11000 4065.71 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0080 430B000 100.000 TON | 28.31000 2831.00| 22.00000 2200.00| 43.00000 4300.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0090 600A000 LUMP| 9118.95000 9118.95| 64000.00000 64000.00| 88000.00000 88000.00 Mobilization | | | 0100 652A057 5.000 ACRE| 500.00000 2500.00| 500.00000 2500.00| 900.00000 4500.00 Seeding (Mix 3A) | | | 0110 656A000 5.000 ACRE| 500.00000 2500.00| 500.00000 2500.00| 900.00000 4500.00 Mulching, Class A, Type 1 | | | 0120 665F000 350.000 EACH| 6.56000 2296.00| 6.00000 2100.00| 8.00000 2800.00 Hay Bales | | | 0130 665J000 3510.000 LF | 3.20000 11232.00| 4.00000 14040.00| 5.00000 17550.00 Silt Fence, Type A | | | 0140 701A028 7.000 MILE| 1494.95000 10464.65| 1490.00000 10430.00| 1644.44000 11511.08 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040430054 COUNTIES : WASHINGTON LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 01073 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A046 4.000 MILE| 979.80000 3919.20| 975.00000 3900.00| 1077.78000 4311.12 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 3.000 MILE| 1686.87000 5060.61| 1680.00000 5040.00| 1855.56000 5566.68 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701C002 8.000 MILE| 393.94000 3151.52| 392.50000 3140.00| 433.33000 3466.64 Broken Temporary Traffic Stripe (Paint) | | | 0180 701C003 20.000 MILE| 454.55000 9091.00| 452.50000 9050.00| 500.00000 10000.00 Solid Temporary Traffic Stripe (Paint) | | | 0190 701G125 1700.000 LF | 3.94000 6698.00| 3.92000 6664.00| 4.33000 7361.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G133 1700.000 LF | 3.94000 6698.00| 3.92000 6664.00| 4.33000 7361.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701H001 3400.000 LF | 0.51000 1734.00| 0.50000 1700.00| 0.56000 1904.00 Solid Traffic Stripe Removed (Plastic) | | | 0220 703A002 48.000 SQFT| 5.05000 242.40| 5.00000 240.00| 5.56000 266.88 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D002 96.000 SQFT| 2.02000 193.92| 2.00000 192.00| 2.22000 213.12 Temporary Traffic Control Markings | | | (Paint) | | | 0240 705A032 190.000 EACH| 5.05000 959.50| 5.00000 950.00| 5.56000 1056.40 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 250.000 EACH| 5.05000 1262.50| 5.00000 1250.00| 5.56000 1390.00 Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 313.000 SQFT| 9.00000 2817.00| 8.00000 2504.00| 8.40000 2629.20 Construction Signs | | | 0270 740E000 250.000 EACH| 0.50000 125.00| 1.00000 250.00| 6.00000 1500.00 Cones (36 Inches High) | | | 0280 740M001 250.000 EACH| 0.50000 125.00| 1.00000 250.00| 3.00000 750.00 Ballast For Cone | | | 0290 740O000 1.000 EACH| 4574.63000 4574.63| 3600.00000 3600.00| 4000.00000 4000.00 Pilot Car | | | SECTION TOTALS | $ 656,076.54| $ 663,064.86| $ 831,526.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 656,076.54| $ 663,064.86| $ 831,526.49 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20040430056 COUNTIES : JACKSON LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-363-079-401 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#79 from S.R.#146 in Skyline to the Tennessee state line. 10.250 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 1,239,265.90 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040430056 COUNTIES : JACKSON LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( ) |( ) |JACKSON PAVING & CONSTRUCTI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 8720.000 TON | 17.95000 156524.00| | Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0020 405A000 5500.000 GAL | 1.30000 7150.00| | Tack Coat | | | 0030 408A051 181844.000 SQYD| 0.72000 130927.68| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 424A341 15004.000 TON | 44.98000 674879.92| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A347 200.000 TON | 47.55000 9510.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B640 300.000 TON | 52.60000 15780.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B647 2018.000 TON | 42.50000 85765.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 600A000 LUMP| 63000.00000 63000.00| | Mobilization | | | 0090 701A028 21.000 MILE| 1575.00000 33075.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A032 8.000 MILE| 1732.00000 13856.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A046 8.000 MILE| 892.50000 7140.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701C000 8.000 MILE| 483.00000 3864.00| | Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040430056 COUNTIES : JACKSON LETTING DATE : 04/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( ) |( ) |JACKSON PAVING & CONSTRUCTI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 29.000 MILE| 577.50000 16747.50| | Solid Temporary Traffic Stripe | | | 0140 703A002 192.000 SQFT| 3.15000 604.80| | Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 501.000 EACH| 5.77000 2890.77| | Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 849.000 EACH| 5.77000 4898.73| | Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 410.000 SQFT| 15.25000 6252.50| | Construction Signs | | | 0180 740D000 200.000 EACH| 20.00000 4000.00| | Channelizing Drums | | | 0190 740E000 200.000 EACH| 12.00000 2400.00| | Cones (36 Inches High) | | | SECTION TOTALS | $ 1,239,265.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,239,265.90| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20040430057 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-408-124-017-416 for constructing the Shoulder Paving on S.R.#17 from south of Cullomburg at MP 77.979 to S.R.#12 (U.S.#84) in Bolinger. Length - 6.225 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 428,248.82 100.0000% 2 01073 ASPHALT SUPPLY, LLC $ 440,044.00 102.7543% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20040430057 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 100.000 LF | 3.00000 300.00| 2.78000 278.00| Removing Guardrail | | | 0020 206E011 4.000 EACH| 240.00000 960.00| 278.00000 1112.00| Removing Guardrail End Anchor (Type 3) | | | 0030 210D011 11250.000 CUYD| 7.50000 84375.00| 7.56000 85050.00| Borrow Excavation (A-4 or Better) | | | 0040 405A000 841.000 GAL | 1.00000 841.00| 1.78000 1496.98| Tack Coat | | | 0050 424A361 2311.000 TON | 45.00000 103995.00| 45.00000 103995.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424C360 3988.000 TON | 39.00000 155532.00| 42.00000 167496.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0070 428B000 62858.000 LF | 0.04000 2514.32| 0.09000 5657.22| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0080 430B000 200.000 TON | 25.00000 5000.00| 43.00000 8600.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0090 600A000 LUMP| 46000.00000 46000.00| 34000.00000 34000.00| Mobilization | | | 0100 630C050 4.000 EACH| 1775.00000 7100.00| 2222.00000 8888.00| Guardrail End Anchor, Type 20 Series | | | 0110 652A054 8.000 ACRE| 490.00000 3920.00| 650.00000 5200.00| Seeding (Mix 2A) | | | 0120 656A000 8.000 ACRE| 470.00000 3760.00| 650.00000 5200.00| Mulching, Class A, Type 1 | | | 0130 665F000 100.000 EACH| 6.00000 600.00| 7.00000 700.00| Hay Bales | | | 0140 665J000 1000.000 LF | 4.50000 4500.00| 5.00000 5000.00| Silt Fence, Type A | | | 0150 740B000 437.000 SQFT| 9.50000 4151.50| 8.40000 3670.80| Construction Signs | | | 0160 740D000 100.000 EACH| 10.00000 1000.00| 21.50000 2150.00| Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/05/04 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20040430057 COUNTIES : CHOCTAW LETTING DATE : 04/30/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01073 |( ) |MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 740E000 200.000 EACH| 1.00000 200.00| 3.00000 600.00| Cones (36 Inches High) | | | 0180 740M001 200.000 EACH| 1.00000 200.00| 1.00000 200.00| Ballast For Cone | | | 0190 740O000 1.000 EACH| 3300.00000 3300.00| 750.00000 750.00| Pilot Car | | | SECTION TOTALS | $ 428,248.82| $ 440,044.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 428,248.82| $ 440,044.00| $ ====================================================================================================================================